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76-301 <br />Johnson & Peterson, Inc. <br />�4- August 16, 1976 <br />Percolation tests P-2, 3, 4a d 6 in icate individual <br />absorptivities of -20 or 246 m ' ese values are outside <br />the limits for typical individual sanitary sewer systems. <br />Unless additional investigations would reveal more absorptive <br />soils in other areas of these lots, specifically designed <br />systems would be r.tcessary to meet individual requirments <br />and provide a system to function satisfactorily. <br />Of necessity, the area of the power auger borings and <br />percolation tests in relation to the area of the subdivi- <br />sion and the depth of the borings are limited. Suggestions <br />and/or recommendations of this report are opinions based on <br />the data obtained from the borings. <br />If we 'can be of further assistance in evaluating these data, <br />taking additional borings or percolation tests, kindly contact <br />us at your convenience. <br />WWJSB: skf <br />Very truly yours, <br />B UN ENGINEERING TESTING, INC. <br />ennis M. Riet chel <br />Engineering Assistant <br />6Braun, P.E. <br />resident <br />JIMMIM111 <br />Ic"MUCC0161r Teem <br />