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1632 46TH ST SE 2020-06-18
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1632 46TH ST SE 2020-06-18
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Last modified
6/18/2020 12:06:57 PM
Creation date
6/18/2020 12:01:48 PM
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Address Document
Street Name
46TH ST SE
Street Number
1632
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July 3, 2017 <br /> Single-Family Residence <br /> L&A Job No. 17-079 <br /> Page 6 <br /> laterally down-gradient and emerge out of slopes or tuts where the transitional beds soil <br /> unit is exposed. <br /> GEOLOGIC HAZARDS AND MITIGATION <br /> Erosion and Landslide Hazard <br /> The surficial topsoil and weathered soil are of low resistance against erosion, while the <br /> underlying dense advance outwash deposit is more resistant against erosion. The topsoil <br /> and weathered soil mantling the steep slope flanking the east side of the project site can <br /> be gradually eroded if they are devoid of vegetation cover and overly saturated. Surficial <br /> erosion may cause shallow skin-type mudflows on the steep slope. To mitigate such <br /> surficial hazard, vegetation cover on the steep slope should be protected and maintained. <br /> Disturbed and exposed areas caused by construction activities should be covered with <br /> plastic tarps during construction and should be re-seeded and re-vegetated as soon as <br /> possible. <br /> Stormwater can seep into advance outwash deposits of high permeability easily and <br /> would perch on the underlying practically-impervious transitional beds soil unit This <br /> perched groundwater would emerge out of slopes or cuts where the transitional beds soil <br /> unit is exposed. The perched groundwater would accumulate and rise and groundwater <br /> seepage would increase substantially in winter. Groundwater seepage under high <br /> hydraulic head could cause erosion and prolonged erosion would result in soughing and <br /> landslides in and above seepage zone. This is groundwater seepage and erosion induced <br /> landslides. According to the above-referenced geologic map, the transitional beds soil <br /> LIU & ASSOCIATES, INC. <br />
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