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4701 W GLENHAVEN DR 2016-01-01 MF Import
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4701 W GLENHAVEN DR 2016-01-01 MF Import
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Last modified
2/11/2017 8:24:54 PM
Creation date
2/11/2017 8:24:29 PM
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Address Document
Street Name
W GLENHAVEN DR
Street Number
4701
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t � <br /> October 15. 1980 <br /> Pro�ect No. 8010-1 <br /> Bi-Win Homes <br /> Page 6 <br /> CONCI,USIONS AND RECOMMENDATIONS <br /> General <br /> On the basie of the information obtaitted during our inveat- <br /> igation� we conclude that the aub�ect aite ahould be compat- <br /> ible with the propoaed residential conatruction. Thia opin- <br /> ion ie based upon the scope of development ae we underatand <br /> it, and the expectation that the criteria and proceedurea <br /> aet forth in the following sectiona will be Pollowed. <br /> Slo�e Stabilitv <br /> We are confident that the naturally occurring slope soila <br /> are in a stable condition� and that distress which would in- <br /> volve theae soils is highly unlikely. The lottg term stabil- <br /> ity of the uncontrolled Yill soils covering the natural slope <br /> face is leas certain. However, at the time o£ our study in- <br /> dicationa of impending or past large scale distreas were not <br /> observed , in the fill soils. A moderate to high auscsptibility <br /> to water erosion is dieplayed by the fill soils. <br /> The existing average Pill slope angle of 36° is most probably <br /> at or elightly above the angle of repose for theae soils in <br /> a looae condition. <br /> In our opinion the beat approach for treating the preaent <br /> slope condition would include dressing of the slope face so <br /> that a conaistent, uniform condition and a maximum grade of <br /> 1 1/2 to 1 (horizontal to vertical) is established. In addi- <br /> tion� . seeding or planting should be accomplished so as to <br /> • establiah a good ground cover. <br /> Alteration of the slope by filling, terracing, or other pro- <br />
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