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CASCAOE GEOTE�HNICAL <br /> October 28, 1985 <br /> Cect. No. 8510-74G <br /> Skippers Znc. <br /> Page 5 <br /> If the fill is to be placed under wet conditions, an all-weather <br /> fill having little or no material passing the #200 sieve would be <br /> required. <br /> z <br /> 0 <br /> -i <br /> Parking Areas - CBR m <br /> The presumptive CBR for the soils at this site ranges from about 10 -� '� <br /> to 40. We suggest a presumptive CBR value of 20 be used for pave- �+ m <br /> 0 <br /> ment design. m� <br /> -� c <br /> 0 3 <br /> m <br /> General � -Zi <br /> m <br /> oz <br /> c <br /> We would be happy to review the final plans before construction � _ <br /> begins, confirm bearing soil and test the placement of any fill, � '^ <br /> -n <br /> should you requice this service. � 3 <br /> -i m <br /> x <br /> m � <br /> We fully expect the on-site soil conditions to reflect our find- '^ <br /> o r <br /> ings ; however some local variations may occur . Should soil condi- � N <br /> 3 v� <br /> tions be encountered that cause concern and/or are not discussed ^ <br /> z � <br /> -� r <br /> herein, the soils enoineec should be contacted immediately to de- • a <br /> A <br /> termine if additional or alternate recommendations are required. � <br /> x <br /> a <br /> z <br /> This report has been prepaced for the exclusive use of Skipper's = <br /> Inc. for specific appl.ication to the proposed ne;a restaurant on "' <br /> z <br /> Broadway at 20th Street in Everett, T4ashington in accordance with � <br /> generally accepted soils and foundation engineering practices. No m <br /> other warranty, expressed or implied, is made. <br />