My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Application Incomplete Letter
>
OnTrack
>
VEI
>
2021
>
VEI 21-7
>
Application Incomplete Letter
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/31/2021 4:01:07 PM
Creation date
12/30/2021 10:54:54 AM
Metadata
Fields
Template:
PDD_Planning_Development
File Type
VEI
File Year
21
File Sequence Number
5
Application Name
East Ridge Village PUD
Document Type
Application Complete Letter
Document_Date
12/22/2021
External View
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Subdivision, Tentative Plan Completeness Review Form <br />Public Works Department <br />Application File Name <br />ST21-07 East Ridge Village PUD <br />Date: <br />12/07/2021. <br />Reviewed by: <br />Nathan Scheib <br />Phone: <br />541-682-5264 <br />General <br />Comments: <br />Wastewater Requirements <br />Submitted <br />Missing <br />Incomplete <br />N/A <br />® <br />❑ <br />❑ <br />❑ <br />1. Show location of the existing public wastewater system and flow line <br />elevation at proposed connection point(s). <br />❑ <br />❑ <br />® <br />❑ <br />2. Show existing and proposed wastewater sewer layout, including service <br />to each lot (each lot must be connected to a public wastewater sewer). <br />Comments: <br />2- Update Sheet P10 to show the diameter of the proposed wastewater mainline. <br />Storm Drainage Requirements <br />Submitted <br />Missing <br />Incomplete <br />N/A <br />❑ <br />❑ <br />® <br />❑ <br />3. Show location of the existing piped public system and flow line elevation <br />at ro osed connection point(s). <br />® <br />❑ <br />❑ <br />❑ <br />4. Delineate the Special Flood Hazard Area. <br />❑ <br />❑ <br />❑ <br />® <br />5. Delineate the tops-of-banks of all open waterways on and adjacent to the <br />property. <br />6. Provide description of the extent to which an open waterway will be <br />❑ <br />❑ <br />❑ <br />® <br />impacted or relocated as a result of proposed development, including a <br />stormwater analysis of re- and post-development flows. <br />7. Show existing and proposed flood control facilities, including collection, <br />® <br />❑ <br />❑ <br />❑ <br />conveyance, and treatment of stormwater in compliance with SW <br />Mana ement Manual. <br />8. Provide Rational Method flow calculations of flood control stormwater <br />runoff from the development site and identify whether it is being <br />® <br />❑ <br />❑ <br />❑ <br />discharged into existing stormwater facilities that have the capacity to <br />handle the runoff; or being retained or detained on site; or being <br />discharged into new stormwater facilities being constructed by the <br />applicant. <br />9. Application proposes no construction of public or private streets or <br />❑ <br />❑ <br />❑ <br />® <br />shared driveways; provide a site development plan that delineates <br />infiltration rates, bedrock, groundwater elevations, and round slopes. <br />10. Application proposes construction of public streets; provide stormwater <br />treatment plan for public streets based on infiltration, filtration, or <br />❑ <br />❑ <br />❑ <br />® <br />mechanical priority and include sizing calculations that demonstrate <br />whether treatment of runoff from adjoining lots will be on-site or in <br />ublic infiltration or filtration facility in the right of way. <br />11. Application proposes construction of private street(s) and/or shared <br />driveway(s); provide stormwater treatment plan for private street(s) and <br />® <br />❑ <br />❑ <br />❑ <br />shared driveway(s) based on infiltration and filtration priority and include <br />sizing calculations that demonstrate whether treatment of runoff from <br />adjoining lots will be on-site or in private shared facility. <br />12. Application (CUP/SR/PUD) includes impervious surface area to be <br />❑ <br />❑ <br />❑ <br />® <br />constructed with a future development permit; provide stormwater <br />treatment plan and analysis for runoff from impervious surface area based <br />on infiltration, filtration or payment priority. <br />13. If applicable, identify flow control by demonstrating how there is no <br />❑ <br />❑ <br />❑ <br />® <br />increase in flow rates or volumes if contributing to a Headwaters Area <br />waterway, per EC 9.6793(3)(a). <br />❑ <br />❑ <br />❑ <br />® <br />14. The applicant has submitted approval from Lane County for proposed <br />Public Works Subdivision Tentative Completeness Review Form Revised June 2016 Page 1 of 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.