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1212 GRAND AVE 2016-01-01 MF Import
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1212 GRAND AVE 2016-01-01 MF Import
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Last modified
2/20/2017 3:44:20 PM
Creation date
2/20/2017 3:44:03 PM
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Address Document
Street Name
GRAND AVE
Street Number
1212
Imported From Microfiche
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March 31, 2008 <br /> Mr. Paul Tessier <br /> L&A Job No. 8A027 <br /> Pagc I S <br /> maintained and damages to the structure minimized. Factors affecting mquired setback of the <br /> proposed duplex building from the crest of adjacent steep slope include: geological constraints <br /> (such as soil and hydrological conditions) of the site, hazard from development to subject <br /> property and surrounding properties/right-of-ways, impact of construction method and technique <br /> on critical areas, mitigation of impacts on critical areas, impact of utility installation and roadway <br /> construction on gcologically hazardous areas, ctc. <br /> The subjcct site is undedain by dense silty sand and hard fine sandy silt of high shear sVength <br /> with high resistance against slope failures. Thereforc, geological restraints of the site which may <br /> impact the stabiliry of the adjacent steep slopc are either non-existent or can be minimized to an <br /> acceptable Ievcl of risk if thc recommcndations in this report are fully implemented and <br /> observed. The vegetation covcr on the stccp slope should be preserved and not to be disturbed. <br /> Site grading, grading of the driveway, and building footprint excavation for the developmcnt of <br /> the additions and new garage will be achieved with wmentional earthwork equipment. [f the <br /> recom�nendalions in lhis rcport are followcd during grading work, the construction method and <br /> techniquc should have IitUe impact on thc stability of the adjacent steep slope. Since the <br /> driveway and utility lines will approach thc additions and new garage from the stmet side away <br /> from the adjacent stcep slope, driveway construclion and utilily installation should also have <br /> minimal impact on thc stability of the adjacent stecp slo�x. <br /> To maintain lhc stability of thc adjaccnt steep sloEx, the additions and new gazage to be <br /> constructed on thc site should be suf7icienQy setback trom the crost of the slope of gradient 40% <br /> or more. It is our opinion that if the additions and new garage are set back at least 15 feet from <br /> the top of adjacent steep slopc and are no closer to the top of stcep slope than the existing house <br /> is, thc additions and new gar�gc should be able to maintain long-tertn stability. <br /> LIU & ASSOCIATES, INC. <br />
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