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' JEFFREY L. HAMMES - PLOT PLAN <br /> CERTIFIED SOIL TESTiNG - <br /> ---ONE•xx-- <br /> CERTIFIED DESIGNING iF TimS SOX ooE <br /> NO!EQUAL ONE wac <br /> ON AU. . <br /> THEN THIS DRAIMNS <br /> IS NOT TO SCALE <br /> PAGE 3 OF 3 j CLIENT_WINDSOR QUARRY LLC <br /> Am 4.c4.2 c.e �h r+-,.c_s SCALE r=40' <br /> SAC /9 0 ` X=SOIL BORING <br /> •0 <br /> 7 <br /> g <br /> ./ \ 11% <br /> la <br /> /a.9 L. 2_—e-,...., stp1v G , <br /> CP <br /> C i6CD i cG —. , * / \ 9cPm 13 <br /> N i %.4-- <br /> . <br /> s,r p <br /> / <br /> 2 <br /> • <br /> X <br /> / -(X / <br /> 1 IR -44, \ <br /> a, . <br /> 1 7 4 \opto,..4 ws MOUND DRAINRELD <br /> STORM WATER 1 (CELLELEV._103.61 <br /> CONTROL EASEMENT 1 MAX.DeR.Ecnox LST'S <br /> 1102' +ar rWM'.LENGTH=78 7 <br /> 1 <br /> THE AREA OF THE DRUNFEID AND IS <br /> 1 DOWNSLOPE SHALL BEUNDISTURBED. <br /> NO VEHICUTARTRAFFCALWRW.NO <br /> t <br /> EXCAVATION OR COMPACTION OF scat_ <br /> 1_ - <br /> 137.0r 4 <br /> I WA P NOTE: Well to be greater <br /> IRON EEV-=low than 25 feet from the septic <br /> k , s and greater than 50 <br /> feet from the drainneld. <br />