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SR 06:060
City of Pleasanton
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2006
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SR 06:060
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Last modified
5/2/2007 4:06:08 PM
Creation date
2/15/2006 4:39:04 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
2/21/2006
DESTRUCT DATE
15 Y
DOCUMENT NO
SR 06:060
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<br />Mr. Jonathan Scharfinan <br />Silver Stone Communities <br />10 June 2005 <br />Page 6 <br /> <br />TreadwelI&RoIIo <br /> <br />The need for, and the viability of, the various soil treatment and foundation types should be the <br />subjects of a detailed geotechnical investigation for the project. <br /> <br />Creek Embankment <br /> <br />The steep slope located at the northern property line may be prone to erosion. It should be <br />anticipated that building and site improvements will have setbacks from the slope to allow for <br />potential erosion over the expected lifetime of the proposed development. It may also be <br />necessary to protect the slope from erosion. <br /> <br />Construction Considerations <br /> <br />Site preparation will require grading to level the building pads and flatwork and install <br />infrastructure. It appears that no previous improvements have been constructed at the site. The <br />site will need to be properly stripped and areas to receive improvements properly compacted. If <br />groundwater is encountered, or if construction proceeds in the rainy season, it may be difficult to <br />compact the silt at the site. Typically, silt has a narrow range of moisture over which it can be <br />properly compacted. Treating the soil with lime or cement may be required to facilitate <br />earthwork. We anticipate the soil can be generally graded with conventional earth moving' <br />equipment. <br /> <br />We trust this letter contains the information you require. Should you have any questions, <br />please contact us. <br /> <br />Sincerely youts, <br />TREADWELL & ROLLO, INC. <br /> <br />/;:;.~:;:~~:z.. \ <br />J) J I JJ ~ ('j fOo ~c.? <,. <br />~ I. (~\l".'.?>:;'~)~.~;I:o.h <br />Richard D. Rodgers /J "/. '.' . "'.' ... <br />Geotechnical Engineer <br /> <br />41860101.RDR <br />
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