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Home My WebLink About022-1045-70-000 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDIN INDUSTRY, DIVISIO LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX N WI 5370 HUMAN RELATIONS (ILHR 83.0911) & Chapter 145) LOCATION: SECTION: TOWNS H I P1NM%W4V= TY: LOT NO.: BLK. NO.: SUBDIVISION NAME: SW ~41;E ~4 16 /T28 H/R18)c(or) W Kinnickinnic n/a n/a n/a COUNTY: OWNER'S ME: MAILING A DRESS: St. Croix Larry Meyers 356 Monument Rd., River Falls, Wi. 54022 USE DATES OBSERVATIONS MADE NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFIL DESCRIPTIONS: 1PERCOLATION TESTS: Residence 3 n/a ❑New ~ eplace J 1 9-23-91 n/a RATING: S= Site suitable for system U= Site unsuitable for system ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional) rms ❑U BS ❑U ®S ❑U ❑ S ~U ❑ S ®U two 5' x 85' trenches If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the /a under s. ILHR 83.09(5)(b), indicate: class 2 Floodplain, indicate Floodplain elevation: n decimal' PROFILE DESCRIPTIONS page 83 PIA BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH& ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B-1 9.33 100.45 none ->9.33 2.17bl.1. 1.83bn.sil. 1.67bn.s.l. 3.66bn. stratif' l.s.&s.l w/disintegratingls. particles 2 7.92 100.10 none >7,92 1.67b1.1. .92bn.scl. 1.83bn.s.l. 3.50bn. stratifi d B- l.s.&s.l. w/disintegrating ls. particles 3 8.67 100.45 none >8.67 1.67bl.1. .75bn.scl. 1.42bn.s.l. 4.83bn.stratifie B- l.s.&s.l. w/disinte ratin ls. articles B- B-__FT_ B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD2 PERIOD PER INCH P- P- P- P_ sae eS gn rate 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 94.95 LOP 1'E Off` system to be Gut to code , or rock depth increased so: pipe 3.5' from surf ce ~lL due to banding in,profile drenches are recommended, tie 3 0,4- 10 p~ igo Z IN J, 'IS -4 E kill Olin t --r----i t N 3 E R s 6 E i e 1, 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: Gary L. Steel 9-23-91 ASS, CERTIFICATION NUMBER: PHONE NUMBER (optional): y~ 200th. aVe., New Richmond, wi. 54017 2 5-246-6200 CST S RE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) - OVER - D o.yTiVIENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS DIVISION P.O. BOX 76 ON WI 53707 LABOR ■AND PERCOLATION TESTS (115) MADIS HUMAN RELATIONS (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHIP/ ITY: LOT NO.: BLK. NO.: SUBDIVISION NAME: SW I NE i 16/T28 NCR 18 Or) W Kinniclcinnic n/a n/a n/a COUNTY: OWNER'S AME: MAILING ADDRESS: St. Croix Larry Meyers 356 Monument Rd., River Falls, Wi. 54022 DATES OBSERVATIONS MADE USE PROFILE DESCRIPTIONS: PER OLATION TESTS: NO.BEDRMS.: COMMERCIAL DESCRIPTION: 0New Replace 6-13-91 6-17-91 Residence 3 n/a RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND. N-GROUNcD-PRESSURE: SY! :EM IN FI 1LLHOLDING TANK: RE MNDED SYSTEM: (optional) ❑S 9U OS EN EJ ®YEl S ~U mound ESIGN RATE: If any portion of the tested area is in the n/a If Percolation Tests are NOT required n/a under s. ILHR 83.0915)lbl, indicate: Floodplain, indicate Floodplain elevation: decimal' PROFILE DESCRIPTIONS page 83 ShB DEPrH TEXTURE, AND DEPTH BORING TOTAL D PTH TO GROUNDWATER INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, NUMBER ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) 0-1.83bl.1. .83-4.3 si bn.- n.stra i ie B_1 6.16 100.40 none 3.08 mot. s.l. &l.s. 5.41-6.16bn. dirty m.s. 0-1.25bl.1. 1.25-2.75bn.sil. - n.mot. s. . B 2 8.17 100.40 none 2.75 4.42-7.42bn.c.s. 7.42-8.17gy. f.s. 3 5.84 99.96 none 2.84 0-1.25bl.1. 1.25-2.17bn.sil. 2.17-2.84bn.f.s. B- 2.84-3..84bn.mot. s.l. 3.84-4.59bn.s,l. 4.59-5.84b . B- 0 ~ B- B- decimal' PERCOLATION TESTS DROP IN WATER LEVEL-INCH TE M S TEST DEPTH WATER IN HOLE TEST TIME ER P_ NUMBER DUCOM AFTER SWELLING INTERVAL-MIN. PERIOD 1 plERIOD 2 C ry 2.00 none 30 lz / p- 2 2.00 none P none 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 ELEVATION 101.40 S 7_1 iii 5 t? E . 3 E a' 4 OIL 3 do: V401 J_ 9 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. TESTS WERE COMPLETED ON: NAME (printl: Gary L. Steel 6-17_91 ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): 1554 200th. Ave., New Richmond, wi. 54017 2298 715-246-620 CST SIGNA U E: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD•6395 (R. 10/83) - OVER - ~ 4k ST. CROIX COUNTY WISCONSIN A ZONING OFFICE ST. CROIX COUNTY COURTHOUSE I: 911 FOURTH STREET • HUDSON, WI 54016 r - (715) 386-4680 Sept. 4, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: An on site investigation of the Larry Meyers property, located in the SW 1/4 of the NE 1/4• of Sec. 16, T28N-R18W, Town of Kinnickinnic, St. Croix County, revealed 33" of suitable soil requiring an additional 1' of sand fill. This site should be suitable for a mound. Should you have any questions, please feel free to contact this office. 5 ncere , 1• m ames K. Thompson, Assistant Zoning Administrator cj