Laserfiche WebLink
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS <br /> INDUSTRY, DIVISION <br /> LABOR AND P.O. BOX 769 <br /> HUMAN RELATIONS PERCOLATION TESTS (115) MADISON INI 53707 <br /> ((LHR 83.0911) & Chapter 145) <br /> LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: LOT NO.:BLK.NO.: SUBDIVISION NAME: <br /> 1/4 1/4 19 /T 40N/R 14E (.,)*IScott Townsht 1 CSM V 2. 13 Pg. 267 <br /> CO UNTV: MAILING ADDRESS: <br /> SrnTett Date LaAsan 2135 DAapeA Ave. St. Paut, MN 55113 <br /> USE DATES OBSERVATIONS MADE <br /> ® ednCMLDTONR ONS: R ATION TESTS: <br /> — ZINew <br /> ❑Replace May 11 , 1992 May 11 , 1992 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONVENTIONA L: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM:(optional) <br /> ©S ❑II ®S ❑U ©S ❑U I ❑S ❑X V 1 ❑S X❑U Conventtonat <br /> If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the <br /> under s. ILHR 83.09(5)(b),indicate: Floodplain, indicate Floodplain elevation: N/A <br /> PROFILE DESCRIPTIONS <br /> BORINGTOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, AND DEPTH <br /> NUMBER DEPiH IN, ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 0-5" Dk Bn 6 5"-15" Bn tis 15"-64" Bn med. s <br /> B- 1 72" 93 None 64" 64"-72" Bn 6 s w/R mot bbb <br /> 2 72" 92.6 None <br /> 0-5" Dk Bn is 5"-16" 'Bn is i6"-58" Bn med. s <br /> B- 58" 58"-72" Bn A s w/R mat bbb <br /> B 3 72" 92.6 None 58" same " B2 <br /> 4 53" 92 None 0-6" Dk Bn ; 6"-15" n - n med. s; <br /> B- 42 42"-53" Bn b s w/R mot Ebb <br /> B- 5 60" 91 .2 None 48„ 0-5" Dk Bn ts; 5"-16" B ; 16"-48" Bn med. 6; <br /> 48"-60" Bn s w/R mat <br /> rr 0-5" Dk Bn tzA- 5"-17" Bn ts; 17"-51" Bn med. s; <br /> 13- 6 60" 91 .9 None 51 51"-60" Bn b s w/R mot bob <br /> PERCOLATION TESTS <br /> TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEV L-INCHES RATE MINUTES <br /> NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD PERIOD2 PER INCH <br /> P- 7 23" None 5 1 7/16 1 3/8 1 1/4 4 <br /> P- 2 18" one 1 5/16 1 3116 —7-1 Tib <br /> P- ane 1 3T8 1 1 4 <br /> P- <br /> P- <br /> P. <br /> 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- <br /> zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings aPd the�irectlon and percent <br /> of land slope. 1\ <br /> aw <br /> SYSTEM ELEVATION 91 . 1 Seaee 111=401 l 14 <br /> AB <br /> J. <br /> _SBM B5 <br /> I <br /> I <br /> 1 P1 <br /> Bi°a Asb tN <br /> a P2° BMs100.0 HRP &: VRP, Natt In bate ob <br /> : B2 °P eteethtc pate. <br /> a B3 _ <br /> o I <br /> [� Boktng <br /> ° PeAc <br /> V <br /> <-----------------------------------App. 200- ----------------------------------------> <br /> I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and method specifi d i WijP�{�sin <br /> Administrative Code,and that the data recorded and the location of the tests are correct to the lb s pff ,k owledge and elief. � „may p yJ <br /> NAME(print): TESTS WERE COMPLETED ON: <br /> (Dade Rubshotm May 11, 1992 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 24702 Lind Road P.U. Box 514 S )ten, WI 54872 3583 (715) 349-7286 <br /> CST VST <br /> DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. <br /> DILHRSBD-6395 (R. 10/83) —OVER — <br />