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Home My WebLink About008-1075-30-000 ST. CROIX COUNTY WISCONSIN ZONING OFFICE r; 4 r4r7 N k}Y' 796-2239 (HAMMOND) 425-8363 (RIVER FALLS) ''v t _ _ HAMMOND, WI 54015 May 26, 1988 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation for the Lee J. Christianson property, located in the SE 1/4 of the NW 1/4 of Section 26, T28N-R16W, Town of Eau Galle, St. Croix County, revealed suitable soils at a depth of 24 inches, below which seasonable high ground water was noted. This site should be suitable for a mound system. Should you have any questions, please feel free to contact this office. Sincerely, Thomas C. Nelson Zoning Administrator TCN:rmc Y l Parcel 008-1075-30-000 11/29/2006 11:02 AM PAGE 1 OF 1 Alt. Parcel M 26.28.16.392 008 - TOWN OF EAU GALLE 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 - NORTH SUBURAN CO NORTH SUBURAN CO PO BOX 17830 ST PAUL MN 55117 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 5586 SPRING VALLEY C<X'~ SP 0100 CHIP VALLEY VOTECH 0fraW4 /kws T o AlOW Legal Description: es~ 38.500 Plat: N/A-NOT AVAILABLE S7; AL. SECC 26 T28N R16W 38.5A SE N E OF RR R/W Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 26-28N-16W Notes: Parcel History: Date Doc # Vol/Page Type 02/03/2003 708040 2128/414 WD 06/28/2000 625469 WD 07/23/1997 802/361 7 10/13/1993 507170 10 WD 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/11/2000 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 38.500 39,500 0 39,500 NO Totals for 2006: General Property 38.500 39,500 0 39,500 Woodland 0.000 0 0 Totals for 2005: General Property 38.500 39,500 0 39,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch M PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 : SAFETY & BUILDINGS INDUSTRYTMENTOF REPORT ON SOIL BORINGS AND DIVISION NDUS, G P.O. BOX 7969 HUMAN LABOR R AND ELATIONS PERCOLATION TESTS (115) MADISON, WI 53707 j (H63.09(1) & Chapter 145.045) LOCATION: , SECTION: TOWNSHIP/MUNI Cl PALITY: LOT NO.:BLK. NO.: SUBDIVISION NAME: S ,2G /TZg N/R/ (or a u ?6711 e, MAILIN COUNTY: „ OWNER'S BUYER'S NAME: ADDRESS: L 1 Sf= C 'X l~r-i' 7 / f , r' J3 a ~Gi~wi Gt~ ,5' DO DATES 115BSERVATIONS MADE USE I NO. BEDRMS,: ICOMMER AL DESCRIPTIO PROFI S DNS: EFICOLATION TESTS: N: JoNew ❑Replace l s - 1'7 _ 88 S . q_ Residence ~ 111 AIg a_ 1 RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND~PRESSURE: rEIS ST EM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM:(optional) osE Is®u ®u oSA _ RATE: If"Percoliation Tests are NOT required DESIGN L If any portion of the tested area is in the / a under s.H63.09(5)(b), indicate: N~ / 8 I Floodplain indicate Floodplain elevation: Ny PROFILE DESCRIPTIONS DEPTH BORING TOTAL GROUNDWATER-INCHES GHE T TO BEDROCK IF O SOIL WITH (SE THICKNESS, ABBRV. ON BACKTEXTURE, AND DEPTH NUMBER DEPTH*b ELEVATION OBSERVED B- / G 9Z 3 lVon e of o P 6„ B- 6,33 e. moy, ZAPS R 0/ ~m B-3 clo•y2 994? o e mota-t o/. 3'' ;I• "10 'e 01 -1 BAs~ 3? s-ilele /,f- B- 'q 7-76 9q,78 one- mof sr ' B- an me-d.. to -rx B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER iHE9, AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERT D2 P R PER INCH 7 3 ~i P_ 5 0 r) e- 3o 7 31y .10 S P_ Z_ A75 A16,) e- P- 3 .2,6' Alp in e, 30 2 30 Z P__ 2.0 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 ELEVATION goo. _ r l'1 _77 I _ I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods 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: -Dole. C. soh S-14.85' ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): )ff B / S V6 i l 3/ 3 7/j• V/ 9 IV -3378 CST SIGNATURE: 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, yom report must inclucae: 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; y 4. Is this a new or replacement system; 5. Complete the suitability rating boxes. A SIT' 'S SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASEL):-)N 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; _ 8. Make sure your benchmark and vertical elevation reference point are clearly shown, and are permanent; 9. 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 appropriate box; 11. Sign the form and place your current address and yore certificationnumber; - _ 12. Make legible copies and distribute as required. 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 st - Stone (over 10") BR - Bedrock cob Cobble (3 - 10") SS - Sandstone gr - Gravel (under 3") LS - Limestone . *s - Sand HGW -High Groundwater cs - Coarse Sand Perc - Percolation Rate med s - Medium Sand W Well fs - Fine Sand Bldg - Building Is - Loamy Sand > - Greater Than *sl Sandy Loam Less than *1 - Loam Bn - Brown *sil - Silt Loam BI - Black si - Silt Gy Gray *cl - Clay Loam Y Yellow scl - Sandy Clay Loam R - Red sicl - Silty Clay Loam mot - Mottles sc - Sandy Clay w/ with sic - Silty Clay fff few, fine, faint `c - Clay cc - common, coarse pt - Peat mm - 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. Owner; /h r s - /5 4 ~jL°p✓/ r Zee J. Cl~r%s~i4n5o/ 30• 60 z. ^a 3 ,q Sec, ZG 95 ~~Q PLO V BZ 1'2 9/V RI6W NO# Br apt 21, Banch J~1ar~ is top o~ 3/y Copper II'M' p%pe next 71 1 ° la►'~i8 fr~e♦ also martea by 941van;Le0l on9/e iron. B u - l7enofcs Ba,e //a/es P'eo - 17ena~'es'Pere /,lc/es d &M.- Denc.-hes Bench Mark /zoo je pl, /ooo o% • p Sar I. PumP Tangy moo' plop ore d ~ Gptuge. 1 jlo~rse Roo d is 30oo Drown By: south of Nouse. /04.& P 9 sale q0' Cs7- 13 I I .s--ZS-FB