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2nd Open Record Period: Applicant Comments 3-30-18
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2nd Open Record Period: Applicant Comments 3-30-18
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Last modified
4/2/2018 3:14:09 PM
Creation date
4/2/2018 3:14:05 PM
Metadata
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Template:
PDD_Planning_Development
File Type
PDT
File Year
17
File Sequence Number
1
Application Name
CAPITAL HILL PUD
Document Type
Public Comments
Document_Date
3/30/2018
External View
Yes
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<br /> <br /> <br /> <br /> <br /> <br /> <br />March 28, 2018 <br /> <br />Carol Schirmer <br />Schirmer Satre Group <br />375 W. 4 Avenue, Suite 401 <br />th <br />Eugene, OR 97401 <br /> <br />: <br />REGSIAR <br />EOCIENCE NC DDENDUM EBUTTAL <br />CHPUD <br />APITAL ILL <br /> E,O <br />UGENE REGON <br /> <br />BEI.PN.14-020 <br />RANCH NGINEERING NC ROJECT O <br /> <br />After reviewing the additional comments by Mr. Gunnar Schlieder presented in his Addendum to <br />Geotechnical Review of Capital Hill PUD dated March 21, 2018; it appears that he believes to have <br />found some physical evidence to support his theory that the supposed landslide areas he mapped <br />via LIDAR interpretation presented in his March 7, 2018 report exist and are active. The evidence <br />n the pavement <br />along a ¼-mile stretch of the 2800 block of Floral Hill Drive. I have revisited this stretch of Floral <br />Hill Drive and also rewalked the Ridge Line Trail on March 26, 2018 and offer the following <br />comments: <br /> <br />1.Floral Hill Drive is an old turnpike road section with at least one pavement overlay. The <br /> <br />edge of pavement alignment is almost never a straight on turnpike roads due to the edges <br />being undefined by a curb. Areas around mailbox locations and driveways will appear to <br />have widened pavement due to gravel placement and vehicle use, but the actual edge of <br />AttachedImage1 <br />pavement is not discernable from aerial photographs. <br /> <br />2.The areas indicated as having offset pavement are at a mailbox location and in an area of <br /> <br />transverse pavement cracks that indicate failure in the soil material providing the lateral <br />support for the roadway, which in this case appears to be anthropogenic placed fill <br />material. Ponded water was observed at the time of our site visit in the drainage swale on <br />the upslope side of the roadway. <br />AttachedImage2and3 <br /> <br />3.The power poles located on the upslope side of Floral Hill Drive all appear to be vertical. <br /> <br /> <br />4.There is no indication of lateral cracks in the pavement on the edges of the alleged ground <br /> <br />movement. <br /> <br />5.Although residences on both sides of Floral Hill Drive were only visually inspected from <br /> <br />the street, there is no indication of distress to residences that suggest 2- to 3-feet of lateral <br />movement has occurred. <br /> <br />HEARINGEXHIBITV <br />EUGENE-SPRINGFIELD SALEM-KEIZER <br /> <br />310 5 Street, Springfield, OR 97477 | p: 541.746.0637 | www.branchengineering.com <br />th <br /> <br />
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