7909 EVERGREEN WAY 2018-01-01 MF Import

,_ ;:,-; -- tlovemher 19, 1979 Certificate Plo. 7910-4007 Page Three amended to�include another 100 feet making tlie property perimeter measure 300 feet by 135 feet. The results of hand borings performed in this added area disclosed no change in soil profiles that vrould indicate any problems. The backlioe excavated as deep as was practically feasible considering the dense nature of tlie material. Representative samples were obtained from the t•ialls of tlie pit and classified by tfie en�ineerin9 geologist in tf�e field. The containerized samples �•�ere then returned to the central lab- oratory for furttier evaluation. It sliould be noted tliat all location measurements and elevation of test borings are only approximate. Loca- tion measurements �uere made using a 1G5 foot fiberglass tape from the nortln•iest lot corner, a surveyed corner pin. Elevations mere taken using a hand level from a railroad spil;e driven into the pov+er pole on site. This spike has an elevation of 645.93 feet. The elevations are intended for.use in the comparison of test horing data. [PICOUt�T[RED STP.ATIGRAf �IY The attaciied test pi t 1 oys sfio��i tlie actual suhsurfar.e condi t ions encount- ered at the proposed building site. In general it can he stated that in all test pits excavated a dry to darip broern to mottled silty sardy gravel taas encountered to a maximum depth of t�•io feet. Tiiis material underlies a thin, t�•�o inch layer of damp broem silty humus at the surface. From t�ao feet to a maximwa of 5.5 feet exisCs a very dense dry to damp �ray PnG�IC TESTwG I�PO�a