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JEFFREY L. HAMMES PLOT PLAN <br /> CERTIFIED SOIL TESTING <br /> "--ONE INCH-- <br /> CERTIFIED DESIGNING IF THIS Box ODES <br /> NOT EQUAL ONE INCH <br /> ON ALL SIDES. <br /> PAGE 3 OF 3 THEN THIS DRAWING CLIENT: WINDSOR QUARRY LLC Is NOT TO SCALE <br /> BM TOP OF 3/4' SCALE 1"-40' <br /> IRON STAKE <br /> ELEV.=101.38' X= SOIL BORING <br /> 36.43' 135 <br /> 84.31' <br /> 101' <br /> X <br /> 3% <br /> K 2 <br /> PROPOSED 22'x 110' <br /> AT-GRADE DRAINFIELD <br /> (LATERALS FOLLOW ORIGINAL 100 <br /> GRADE CONTOUR OF 100.4') <br /> X <br /> N I1/ <br /> N <br /> LOT 4, THE AREA OF THE DRAINFIELD AND 15' <br /> DOWNSLOPE SHALL BE UNDISTURBED. <br /> PARKER'S PLACE NO VEHICULAR TRAFFIC ALLOWED.NO <br /> EXCAVATION OR COMPACTION OF SOIL. <br /> 12'UTILITY EASEMENT <br /> 83.88' <br /> 135' <br /> 78' <br /> PARKER PASS R/W <br /> II <br />