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~;_ _ lq <br />encinrer fa~~iliar :+ith tfie design of see tic systens in areas of rink <br />bedroctc or irapervieus soils shoal:l design tha special syst:^. T~iis <br />usually r?quires overexcava*.ion, reolace~e:~t with nercable soil rr.d <br />oversizing of the aosorption area. <br />~lTSC~LLp.ftE0U5 , <br />Our exnloratnry borinns were snac?rf as ;losely as feasi;+l? in <br />oroer to obtain a cc~prehensive picture of iitis sucsoil conditions; ; <br />however, erratic soil.condi*_ions nay occur ~e:wae~ test holes. If si!ch <br />. Conditions are found in the expnsea °xc3vstinn, it is a'1vis4bl: th?t :~a _ <br />be notified to insp?ct the fnunAation excavation.. <br />,. '. <br />.. .. <br />C~iEt: ~'O kSS0~:I1T_S, I'iC. <br />,. <br />' .. OY _ ~-11~ <br />Steven L. ~a~,lak, 7. .. <br />.-. 2evieaed By ,iw.c,f <br />. .~. 1Cha rA C. 4?n~~nr t''1, ~.~. <br />.! <br /> <br />~. <br /> <br />