My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Item 5: PH on Ordinance Concerning Amendments to Public Facilities and Services Plan
COE
>
City of Eugene
>
Council Agendas 2006
>
CC Agenda - 01/09/06 Mtg
>
Item 5: PH on Ordinance Concerning Amendments to Public Facilities and Services Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/9/2010 12:52:21 PM
Creation date
1/6/2006 3:10:40 PM
Metadata
Fields
Template:
City Council
City_Council_Document_Type
Agenda Item Summary
CMO_Meeting_Date
1/9/2006
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
21
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
The Water Pollution Control Facility (WPCF), located on River Avenue in Eugene, <br />replaced the separate plants previously owned and operated by Eugene and Springfield. <br />Its function is to meet the region’s needs for increased sewerage service and ensure <br />compliance with the facility’s NPDES discharge permit. <br />The Residuals Treatment Project is located at the Biosolids Management Facility (BMF) <br />on Aubrey Lane in Lane County. The BMF’s function is to store, further stabilize, and <br />dry digested biosoldis received from the WPCF. <br />The Beneficial Reuse Project is located at the Biocycle Farm along Highway 99 in Lane <br />County. The Biocycle Farm’s function is to apply biosolids from the adjacent BMF to <br />poplar trees, which absorb the water and nutrients contained in the biosolids. <br /> <br />Conveyance: <br />Conveyance capacity and inflow and infiltration (I/I) ratios are important criteria by <br />which to assess the performance of a wastewater collection system. Conveyance capacity <br />is a function of adequate pipe sizing and measures a system’s ability to move effluent <br />efficiently. Inflow and infiltration ratios express the amount of stormwater entering a <br />sewer system through defective pipes and pipe joints, or through the cross connection of <br />stormwater lines, combined sewers, catch basins, or manhole covers. Such extraneous <br />stormwater entering the wastewater system unnecessarily burdens both conveyance and <br />treatment facilities. <br /> <br />Capacity: <br />The capacity of the wastewater system is expressed in four measures: average flow, peak <br />flow, biochemical oxygen demand (BOD) and total suspended solids (TSS). The <br />system’s current capacities and projected 2025 needed capacities are: <br /> <br />Capacity Measure Current 2025 <br />Average flow 49 mgd 59.3 mgd <br />Peak flow 175 mgd 277 mgd <br />BOD 66,000 lbs/day 74,000 lbs/day <br />TSS 71,600 lbs/day 87,600 lbs/day <br /> <br />Projects 300 through 305, described in Tables 4a and 4b, are designed to work together to <br />increase the overall system capacities to meet the projected 2025 need. <br /> <br />5. Modify Chapter IV. Of the Public Facilities and Services Plan, by modifying <br />the discussion of wastewater, in the subdivision entitled “Long-Term Service <br />Availability Within Urbanizable Areas” (presently on page 97) to read as <br />follows: <br /> <br />1. There are no areas within the metropolitan UGB that will be difficult to serve with <br />wastewater facilities over the long-term (six to 20 years) assuming that public <br />infrastructure specifications and requirements of the developing area can be <br />addressed. Appropriate engineering design practices must be used during the <br />development and expansion into sensitive areas that are approved for <br />development (ex. – hillside construction, etc.). Expansion of the existing <br />Appendix B Page 4 <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.