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7825 EVERGREEN WAY 2018-01-01 MF Import
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7825 EVERGREEN WAY 2018-01-01 MF Import
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Last modified
10/19/2018 2:41:36 PM
Creation date
2/10/2017 12:37:53 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
7825
Imported From Microfiche
Yes
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Embar Equities Corporation E-2773 <br />Plovember �4, 1985 Page 2 <br />BasE:d on our discussions with you, we underatand that it is <br />planned to construct two, single-story retail structuretz having <br />15,000 and 11,000 square feet. A 2100 aquare foot cirive-in <br />restaurant £acility is being considered for the northeast coiner• <br />If any of the above design cri.*.eria change, we should be <br />conaulted to review the recortonendations contained in this rePo:^t. <br />In any case, it is recommended that Farth Consultants, Inc. <br />provide a gecieral review o¢ the final design. <br />SITE COAiD7CTSON& <br />Surface <br />The subject site is located in the southeast corner of the <br />intersection formed by Evergr.een Way and Campus Parkway. The site <br />comprises 2.85 acres with four hundred fifteen (415) feet fronting <br />Evergreen Way and three hundred (�00) feet along Campus Parkway. <br />Undevelo��ed land bounds the site to the south and Cascade High <br />School Flayfield property bounds the site to the east. <br />Presently, no development has uccurred on the parcel le3ving <br />it in a natural state with a moderately dense alder tree cover, <br />ecattered small diameter cedar trees and isolated large diameter <br />fir trees. Associated with the tree cover i.e an undergrowth of <br />native bushes. <br />The site topography has a relatively gentle slope to the east. <br />The total elevation differenti.al across the site is approximately <br />sixteen (16) feet from the southwest to northeast property <br />corners. <br />Subsurface <br />The site was explored by excavating nine test pits at the <br />locations shown on Plate 2. Please re.Eer to the test. pit logs, <br />Plates 4 thXough 8, for a detailed iiescription of the conditions <br />encountered at-each location explored. A de�cription of the field <br />exploration methods and laboratory testing pr.ogram is included in <br />this report following the Discussion ancl Recomnendations section. <br />The test pits disclosed a uniform subsurface profile across <br />the site. Generally four (4) to twelve (12) inches of organic <br />topsoil was found covering the site over loose silty sand with <br />gravel. The silty oand becomes dense to very dense at two to <br />tnree feet below the surface. The soil ie qlacially deposited and <br />coneolidated with the upper loose zone being the weathered <br />horizon. <br />EaAh Consuhants, Inc. <br />
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