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• NC1G Financial, Inc. <br />December 2, 1994 <br />Page 2 <br />overall failure is treater than 1.3. The alxllysis is bases] on chart solutions (I-Ioelc and <br />Bray, 1977) and appears applicable to the constructed grading. <br />The stability of slopes can be impacted by poor surilce drainate and inadequate <br />rcvcgctation. We assume [hat the drainate and revegetation conditions have bccn <br />addressed by others. <br />'Chic evaluation has bccn conducted accrn'diug to generally accepted tcotechnical <br />cntincerint principles ant! practices in this area at this time. The conclusions are based on <br />the information provided, our cursor} review oCthe sift and experience in the area. <br />Subsurface exploration and teslint and ;neasurements oPthe constructed cmbanluncnts <br />have not bccn performed. Variations in the assumed slope conditions could chants the <br />conclusions made ilt this report. <br />Il~you have any questions or if we can be of further assistance, please Ict us I:now. <br />• Sincerely, <br />IIGPWOP.TI-I-PAWLAK GGOTI;CIINICAL, INC. <br /> <br /> :- <br /> .J <br /> <br /> <br />- <br />Slcven L. Pawlalc, Y.1/' (.:-~.z~4~ <br /> , <br />,, <br /> <br /> <br /> <br />A(LaChl]1Cnt ••~~~~! <br />IZCICI'CIICCS: <br />Chen and Associates, 193?, SuGsmfcrce S'rucly for Delva[ering S[ruc/ure and Thre/cener <br />Foundaliw~s and Grcrclirrg Design, Schmucser and Associates, Job No. 4 362 35, <br />November 11, 195. <br />1-lock, C. and Bray, .1.W., 1977, Pack Slope L,rgineer•i,ag, 2nd Edition, LIvLM., London. <br /> <br />H-P G[oTECH <br />