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9205 4TH AVE W 2025-12-03
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9205 4TH AVE W 2025-12-03
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Last modified
12/3/2025 11:07:28 AM
Creation date
12/3/2025 11:05:21 AM
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Address Document
Street Name
4TH AVE W
Street Number
9205
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SCOTT JOHNSON 9205 4TH AVE W
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July 2, 2008 <br />Duplex Buildings <br />L&A Job No. 8AO67 <br />Page 9 <br />EXCAVATION AND FILL SLOPES <br />Under no circumstance should excavation slopes be steeper than the limits specified by local, <br />state and federal safety regulations if workers have to perform construction work in excavated <br />areas. Unsupported temporary cuts greater than 4 feet in height should be no steeper than 1H:1 V <br />in fill, topsoil and loose to medium -dense weathered soils and may be vertical in very -dense fresh <br />till and dense advance outwash soils if the overall depth of cut does not exceed 10 feet. <br />Otherwise, cut in fresh till and advance outwash soils should be no steeper than 3/4H:1V. <br />Permanent cut banks should be no steeper than 211:1 V in fill, topsoil and weathered till soils and <br />no steeper than 1-3/4H:1V in the very -dense fresh till and dense advance outwash soils. The soil <br />units and the stability of cut slopes should be observed and verified by a geotechnical engineer <br />during excavation. <br />Permanent fill embankments required to support structural load should be constructed with <br />compacted structural fill placed over proof -rolled, undisturbed, firm, fresh till or advance <br />outwash soils after the unsuitable surficial soils are stripped. The slope of permanent fill <br />embankments should be no steeper than 2H:1 V. Upon completion, the sloping face of permanent <br />fill embankments should be thoroughly compacted to a non -yielding state with a hoe -pack. <br />The above recommended cut and fill slopes are under the assumption that groundwater seepage <br />would not be encountered during construction. If groundwater is encountered, the construction <br />work should be immediately halted and the slope stability re-evaluated. The slopes may have to <br />be flattened and other measures taken to stabilize the slopes. Stormwater should not allowed to <br />flow uncontrolled over cut and fill slopes. Permanent cut slopes or fill embankments should be <br />seeded and vegetated as soon as possible for erosion protection and long-term stability, and <br />should be covered with clear plastic sheets, as required, to protect them from erosion until the <br />vegetation is fully established. <br />LIU & ASSOCIATES, INC. <br />
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