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1228 GRAND AVE Geotech Report 2022-10-25
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1228 GRAND AVE Geotech Report 2022-10-25
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Last modified
10/25/2022 11:32:26 AM
Creation date
6/24/2019 2:59:41 PM
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Address Document
Street Name
GRAND AVE
Street Number
1228
Address Document Type
Geotech Report
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April 7,2008 <br /> Mr.Don Levin <br /> L&A Job No. 8A037 <br /> Page 10 <br /> impact the stability of the adjacent steep slope are either non-existent or can be minimized to an <br /> acceptable level of risk if the recommendations in this report are fully implemented and <br /> observed. The vegetation cover on the steep slope should be preserved and not to be disturbed. <br /> Areas devoid of vegetation cover due to construction activities should be seeded and re-vegetated <br /> as soon as possible. We understand that grading of building pad and driveway and building <br /> footprint excavation for the development of the new residence will be achieved with <br /> conventional earthwork equipment. If the recommendations in this report are followed during <br /> grading work,the construction method and technique should have little impact on the stability of <br /> the adjacent steep slope. Since the driveway and utility lines will approach the new residence <br /> from the street side away from the adjacent steep slope, driveway construction and utility <br /> installation should also have minimal impact on the stability of the adjacent steep slope. <br /> To maintain the stability of the adjacent steep slope,the new residence should be sufficiently set <br /> back from the crest of the slope of gradient 40% or more. It is our opinion that if the new <br /> residence is set back at least 15 feet from the crest of the adjacent steep slope of 40% or more <br /> grade,the new residence should be able to maintain long-term stability. <br /> BUILDING FOUNDATIONS <br /> Conventional footing foundations may be used to support the proposed new residence. The <br /> footing foundations should be constructed on or into undisturbed, dense silty fine sand and/or <br /> hard fine sandy silt soils,or on structural fill placed on these competent native basal soils. Water <br /> should not be allowed to accumulate in excavated footing trenches. Disturbed loose and over- <br /> saturated soils in footing trenches should be completely removed down to firm undisturbed <br /> native soils and water should pumped dry prior to pouring concrete for the footings. <br /> LIU & ASSOCIATES, INC. <br />
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