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Exhibit A, pg. 2 <br /> <br />PROJECT DESCRIPTION <br /> <br /> The proje~ consists of excavating a one foot deep trench in the <br /> lake bottom about 60 feet waterward of the toe of the bluff, <br /> setting a row of seven ton stones in the trench that will form a <br /> toe to retain concrete rubble that will be dumped landward of the <br /> toe stone, place filter fabric over the rubble to retain fine <br /> material, 'place a two foot thick by alS foot wide layer of <br /> medium stone at the bottom of the rubble as bedding for an about <br /> 15 foot wide layer of three to seven ton armor stone, cover the <br /> remainder of the rubble with topsoil and plant with crown vetch <br /> or other suitable Vegetation to retain the soil. AbOut 13,500 <br /> cubic yards of material will be used to construct the revetment. <br /> About 4,100 cubic yards .of the fill will be placed below DA <br /> jurisdiction which is ordinary high water (OHW) elevation 573.4 <br /> feet International Great Lakes Datum (IGLD) 1985. The applicant <br /> also proposes to construct a 15 foot wide pier out of concrete <br /> capped, stone filled, steel cribs extending about 30 feet <br /> waterward from the revetment. 'About 170 cubic yards of heavy <br /> stone will be used to fill the cribs. About 100 cubic yards of <br /> the stone will be placed below DA jurisdiction of OHW elevation <br /> 5?3.4 feet (IGLD 1985). <br /> <br />The purpose of the project is to prevent further erosion of the <br />bluff which will endanger the condominium building and to provide' <br />the condo occupants access to the lake for fishing. <br /> <br />Location and details of the above described work are shown on the <br />· attached maps and drawings. <br /> <br /> <br />