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ST 22-1
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Supplemental Materials (2)
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Last modified
5/17/2022 11:38:24 AM
Creation date
5/17/2022 11:38:02 AM
Metadata
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Template:
PDD_Planning_Development
File Type
ST
File Year
22
File Sequence Number
1
Application Name
BUSTER PLACE
Document Type
Supplemental Materials
Document_Date
5/13/2022
External View
Yes
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<br />EUGENE-SPRINGFIELD ALBANY-CORVALLIS-SALEM <br /> 310 5th Street, Springfield, OR 97477 | p: 541.746.0637 | www.branchengineering.com <br />May 13, 2022 <br /> <br />Mr. Mike Sorric <br />Pineridge Construction LLC <br />PO Box 23526 <br />Eugene, Oregon 97402 <br /> <br />RE: GEOTECHNICAL ANALYSIS FOR NEEDED HOUSING DEVELOPMENT <br /> TENTATIVE SUBDIVISION (ST 22-1 & ARA22-15) – BUSTER PLACE (SORRIC MEADOWS) <br /> 3915 SCENIC DRIVE <br /> EUGENE, OREGON <br /> BRANCH ENGINEERING INC. PROJECT NO. 22-227 <br /> <br />Based upon our April 22, 2022Level I Geotechnical Investigation report and recent site <br />reconnaissance, the property is suitable for the proposed residential development provided that <br />proper design and site grading/drainage methods are implemented in the construction of the <br />project. <br />As required by Eugene Code 9.6710(6), the proposed development of the site for housing will not <br />be adversely impacted by existing or potential soil stability issues if designed and constructed in <br />accordance with the generally accepted practices for geotechnical engineering in the Eugene area. <br />No surface springs or ground water seeps were observed on the site; the soil type and depth is <br />consistent for the area and massive bedrock is not expected to be encountered within 8-feet of <br />the ground surface. There are no expected major variations in soil types on the site. Standard <br />construction practices are applicable for the site during dry weather conditions. <br />If you have any questions regarding this letter, please contact the undersigned. <br /> <br />Sincerely, <br />Branch Engineering Inc, <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Ronald J. Derrick, P.E., G.E. <br />Principal Geotechnical Engineer
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