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ST 24-2
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Last modified
3/20/2024 3:26:23 PM
Creation date
3/20/2024 3:25:34 PM
Metadata
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Template:
PDD_Planning_Development
File Type
ST
File Year
24
File Sequence Number
2
Application Name
LASSEN ESTATES PH 2
Document Type
Application Materials
Document_Date
3/19/2024
External View
Yes
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DBM Engineering <br />1011 Bertelsen Street <br />Eugene, OR 97402 <br />March 8, 2024 <br />Re: Lassen Estates Phase 2 <br />This letter is intended to satisfy the requirements of the Needed Housing standards of the zoning <br />code. The required geotechnical information and conclusions to support an approval are found at <br />EC 9.6710(6), which states: <br />EC 9.6710(6) Needed Housing. Unless exempt under 9.6710(3)(a)-(f), in lieu of <br />compliance with subsections (2), (4), and (5) of this section, applications proposing <br />needed housing shall include a certification from an Oregon licensed Engineering <br />Geologist or an Oregon licensed Civil Engineer with geological experience stating: <br />(a) That the proposed development activity will not be impacted by <br />existing or potential stability problems or any of the following site conditions: <br />springs or seeps, depth of soil bedrock, variations in soil types, or a <br />combination of these conditions, or <br />(b) If proposed development activity will be impacted by any of the <br />conditions listed in (a), the methods for safely addressing the impact of the <br />conditions. <br />If a statement is submitted under (6)(b), the application shall include the <br />applicant's statement that it will develop in accordance with the Engineer's <br />statement. <br />This letter is submitted to support compliance under (6)(a). <br />I have reviewed the proposed Site Plan for the Lassen Estates Phase 2 Development, and have <br />also completed a review of the on -site conditions. As such, I certify that the proposed <br />development activity will not be impacted by existing or potential stability problems or any of <br />the following site conditions: springs or seeps, depth of soil bedrock, variations in soil types, or a <br />combination of these conditions. The site is level and has been relatively undisturbed for more <br />than 20 years. Standard construction practices for the development are anticipated for the <br />development. <br />Sincerely, <br />Don Mogstad <br />
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