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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS <br /> INDUSTRY, DIVISION <br /> LABOR AND PERCOLATION TESTS 115 P.O. BOX 7969 <br /> HUMAN RELATIONS /' - I MADISON,WI 53707 <br /> (ILHR 83.0911) & Chapter 145) av . 1 cl-T <br /> LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: LOT NO.:BLK.NO.: SUBDIVISION NAME: <br /> 1/ 1/ 26 /T o N/R15 k(ar)W Jackeon 7owvu�h2 c2. w 1,14 NE 1/4 <br /> COUNT V: MAILING ADDRESS: <br /> Buxnett DA. J. A. S ittet 614 Memm at Pvtkivaq RochesteA MN 55902 <br /> USE I DATES OBSERVATIONS MADE <br /> Q Residence N0.B1COMMERCIAL DESCRIPTION: k] <br /> New ❑ eplace <br /> PR FILEDESCRIPTIONS: AT N TESTS <br /> ------------ May 15, 1994 Mau 15, 1994 : <br /> RATING: S=Site suitable for syst son U-Site unsuitable for system <br /> CONVENTIONAL:. M[�. IN-GROUND--E URE: SVS❑TEM-IN[- U HO[L]INGTANK:RECOMMENDED SYSTEM:(optional) <br /> SS X S S U S X U U S X U U ConventionaX <br /> If Percolation Tests are NOT requred DESIGN RATE: If any portion of the tested area is in the <br /> under s. ILHR 83.091511b1,iodic e: Floodplain, indicate Floodplain elevation: NA <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL DEPTH TO GR UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATIO OBSERVED EST. HIGHrST_TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 0-5" Dk Bn t,6; 5"-21" Bn Ps; 21"-72" Bn med. e <br /> 13- 1 72" 97.8 None >72" w/gA <br /> 0-6" Dk Bn tP,6 6"-20" Bn Zs• 20"-72" Bn med. s. <br /> IB_ 2 72" 97.5 None >72" w A ; <br /> 0-6" Dk Bn s 6"-21" Bn PAs 21"-65" Bn med. a <br /> 3 72" 97.9 � Nene >72" ; <br /> B- LvZgA,,• 65"-72" Bn -med. s <br /> B- 4 1 72" 98. 1 None >72" sarrw as B1 <br /> B- 5 72" 97.8 None >72" 0-6" Dk Bn 2,6; 6"-23" Bn t,5; 23"-72" Bn med. s <br /> B- <br /> PERCOLATION TESTS <br /> TEST DEPTH WATERIN HOLE TESTTIME DROP IN WATER LEVEL-INCHES RATE MINUTES <br /> NUMBER INCHES AFTERSW LLING INTERVAL-MIN. PERIOD 1 PERIOD PERIOD 3 PER INCH <br /> p- 1 qRPI Non, 5 1 518 7 712 7 71764 <br /> P- 2 24" None 5 1 9176 1 112 1 318 4 <br /> p- 3 29" None 5 1 314 1 71116 1 9116 3 <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 and the direction and percent <br /> of land slope. <br /> SYSTEM ELEVATIC N 95.5 Seate 111=401 except whehe noted. <br /> ' m <br /> Appnoyimgte� 1 <br /> P2 <br /> 2eAi y �Q AcA�� <br /> 1 <br /> Nohth <br /> _ - -- - <br /> V <br /> C _ __ _ _ Sand <br /> IN <br /> _- t --- >20$ ----------- - <br /> r- <br /> i - <br /> B4 I Lake <br /> B5 < - _ __l-------- --- Apphox, 400' ;----- ---- -------> <br /> BM=100.0 Benchm k, HRP 8 IRP, Nast to base ob 24" Oak. A BoAing °Pehc <br /> I,the undersigned, hereby certify hat the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wis nein <br /> Administrative Code,and that the ata recorded and the location of the tests are correct to the best of my knowledge and belief. <br /> (, <br /> /S/ <br /> NAME (print): • _ _ - - TESTS WERE COMPLETED ON: <br /> Wade Ru sho& May 15, 1994 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 24702 Lind Road P.O. Box 514 S7Aen, wI 54872 3583 (115)349-7286 <br /> two i YM CST <br /> rSIGNATURE:/ <br /> 4 �y y <br /> DISTRIBUTION: Original and onecOpy to Local Au er and Soil ester. S_// <br /> DI LHR-SBD-6395 (R. 10/83) —OVER — <br />