Laserfiche WebLink
III I I I <br />/ EX. 12 -PVC <br />I <br />INV 869.97 <br />875 / > m I \ / \ r~ E%. CLEANOUT <br />\\ RIM=880.06 <br />— S1S <br />geo RIP -RAP CL3 1 I <br />380- <br />J/1 <br />80 <br />ELECTRO ' —uC0 <br />`1*00 <br />/ \ <br />9 <br />?�\` <br />1GING STATION <br />CENTERLINE <br />8g1 <br />CENTERLINE <br />DAM CLAY CORE <br />r <br />\DAM CLAY CORE <br />EXISTING <br />GROUND <br />\ <br />880 \ <br />8jB <br />\ <br />es9 <br />+ Q <br />\ <br />20 <br />0 <br />n � <br />ELEV. 878.30 <br />FILL: SI TY SAND, DA <br />K <br />882 SECTION A -A' ALONG CL CLAY CORE BERM AT STA 1+40 882 <br />111111 111111111111 111111111 12 NOTES: <br />SOUTH 2% NORTH 1. DAM SLOPES ARE SHOWN AS APPROXIMATELY 1(V):4(H). FINISH <br />880 FINISHED INSTRUCTED DAM SLOPES TO MATCH EXISTING ADJACENT SLOPES. <br />GROUND <br />FINISHED / <br />GROUND / <br />$7$ <br />9 <br />?�\` <br />$7$ <br />r <br />EXISTING <br />GROUND <br />\ <br />ELEV. 878.30 <br />FILL: SI TY SAND, DA <br />K <br />$75 <br />BROWN, MOIST. (TOPSOIL <br />FILL) <br />._ <br />875 <br />y <br />ELEV. 817 .30 <br />DAM CLAY <br />CORE <br />�1 <br />876 <br />FILL: SI TY SAND, FIN -TO <br />5 <br />EXISTING <br />GROUND <br />SHEET PILE <br />MEDIUM -GRAINED, TRACE GRAVEL. <br />ELEV. 871.30 <br />/ <br />870 <br />PEAT, T CE WOOD, HIGHLY <br />870 <br />DAM <br />COREE <br />C <br />ECOMPOSED, BLACK, MOIST. <br />(SWAMP DEPOSIT) <br />DAM <br />CLAY <br />874 <br />874 <br />ELEV.8I7.30 <br />CORE <br />-BOTTOM <br />POORLY <br />OORL GRADED SAND, <br />FINE-GRAIN <br />D, GRAY, <br />2 <br />2 <br />865 <br />WET TO WATERBEARING. (ALLUVIUM) <br />ESTIMATED TOP <br />OF SAND <br />865 <br />1 <br />1 <br />ELEV. 864.30 <br />FORMATION BASED ON THE <br />872 <br />872 <br />CLAYAND, WITH SAND <br />SEAMS, GRAY, WET. (ALLUVIUM) <br />GEOTECHNICAL <br />REPORT <br />DAM <br />CLAY CORE <br />860 <br />SILTY C Y SITH SAND,GRAY, <br />860 <br />WET.(ALLUVIUM) <br />870 <br />rc <br />W <br />WATER OBSERVED AT 12 1/2 FEET WITH <br />12 1/2 <br />y <br />OF HOLLOW -STEM AUGER IN THE GROUND. <br />g <br />855 <br />gFEET <br />v <br />855 <br />O <br />WATER NOT OBSERVED TO CAVE-IN DEPTH OF 11 <br />c <br />Q <br />FEET IMMEDIATELY AFTER WITHDRAWAL OF AUGER. <br />c <br />o <br />868 <br />868 <br />° <br />ELEV. 852.3 <br />_ <br />F <br />N <br />Z <br />END OF BO <br />ING <br />F <br />N <br />W <br />m <br />850 <br />1111111111111 <br />W <br />1111111111111111111 <br />11111111111111 1 <br />850 <br />ESTIMATED <br />TOP OF SAND <br />n <br />of rn <br />M n <br />o �n <br />o <br />0 <br />N <br />co M <br />N <br />n <br />FORMATION BASED ON THE <br />m <br />G W <br />O <br />W06 <br />Ci <br />W <br />oo aro <br />n <br />0o N <br />(O <br />o <br />cnD <br />r <br />Cl!866 <br />� <br />2 FT CLAY CORE "KEY" <br />GEOTECHNICAL REPORT <br />n <br />m <br />ao n <br />ao m <br />ao n <br />ao ro <br />ao n <br />ao m <br />ao n <br />ao m <br />W n <br />ao a7 <br />W n <br />aD a7 <br />ao n <br />W Co <br />ao <br />n <br />m <br />n a0 <br />W co <br />eo <br />ro <br />ro <br />ro <br />865 <br />865 <br />-80 <br />-60 40 -20 <br />0 20 40 60 <br />80 <br />2+60 <br />2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 <br />0+60 <br />0+40 <br />0+20 0+00 -0+20 <br />-0+40 <br />I hereby certify that this plan, specification, or, report was prepared by me or under <br />Drawn by <br />Date <br />HANSEN PARK PROJECT <br />my direct supervision and that I am a duly Licensed Professional Engineer under <br />Vlaple Grove <br />DAM CLAY CORE <br />SHEET <br />the laws of the State of Minnesota. <br />Houston <br />DJ L <br />9-30-15 <br />PLAN AND PROFILE <br />Signature: <br />Date: zx-zx-2015 <br />Engineering Inc.1763.493.4522 <br />En <br />9 9 <br />Checked by <br />Scale <br />PRELIMINARY DESIGN PHASE <br />NEW BRIGHTON, MINNESOTA <br />PROJECT NO. R145555-240 <br />9 <br />No. Revision <br />Date By <br />Printed Name, Dennis McAlpine <br />License #: 46827 <br />F. 76349 <br />. <br />DDM <br />AS SHOWN <br />EK WATERSHED <br />