My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Fesability Study
CWCB
>
Loan Projects
>
DayForward
>
4001-5000
>
Fesability Study
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/1/2014 11:01:56 AM
Creation date
4/1/2014 11:01:07 AM
Metadata
Fields
Template:
Loan Projects
Contractor Name
Pine River Irrigation District
Contract Type
Loan
Loan Projects - Doc Type
Feasibility Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
127
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).
Show annotations
View images
View plain text
Each unit shall have hollow fiber (capillary) membranes operating in a direct (dead- <br /> end) feed configuration with flow applied to the outside of the fibers and filtrate <br /> (permeate) delivered from inside the fibers. The fibers are housed in vertical cylinders. <br /> 48 cylinders per module are provided. Each cylinder is rated to provide 7.5 gpm. <br /> Each unit shall be back washed with compressed air. <br /> The treatment plant will be constructed in a metal building located east of the collection <br /> wells/gallery and out of the 100 year flood plain. Pressure to operate the filtration units will be <br /> provided by pumps at the wells/gallery. <br /> Pipeline Routes <br /> A main pipeline will extend from the treatment plant to the intersection of US Highway 160 and <br /> the Bayfield bypass west of Bayfield. A branch of this line will serve a 1 million gallon tank <br /> expected to be located on a hill north and a little west of the treatment plant. There will be a <br /> pump at the treatment plant to lift water to the tank and pressurize the distribution system. <br /> At the Highway 160 and bypass intersection one pipeline will be routed southwest to Oxford and <br /> the second line will continue west generally parallel to US Highway 160. <br /> Oxford Pipeline - The Oxford pipeline begins at the main trunkline on Highway 160, extends <br /> back to the east about one mile then south along County Road 509 about two miles to County <br /> Road 510. The pipeline continues along various county roads through Oxford then south 4 <br /> miles. The pipeline is planned to be 10 inches in diameter for the first one fourth and 8 inch <br /> diameter for all of the remaining distance. Two pressure reducing valves will be necessary to <br /> maintain pressure less than 140 psi. <br /> Highway 160 Corridor Pipeline - A 12 inch diameter pipeline will extend west parallel to <br /> Highway 160 to Grandview. Small 8 inch pipelines will branch from the main line to serve <br /> small subdivisions and clusters of homes. An 8 inch pipeline is included one mile south along <br /> Highway 172 (to the intersection of Highway 172 and County Road 221) to serve all of the <br /> Grandview area. <br /> Florida Mesa Pipeline - This 8 inch pipeline will begin at the intersection of Highway 172 and <br /> County Road 221, extend west along County Road 221 then follow county roads south to serve a <br /> large portion of the west Florida Mesa area. <br /> Branch Pipelines —Various 8 inch branch pipelines will extend from the major lines. <br /> These pipelines are shown on the location map (not labeled) and listed in the construction cost <br /> estimates included in Appendix d. The minimum diameter pipeline size is 8 inches in order to <br /> provide at least 500 gpm of fire flow at all locations. The only pump in the system is at the <br /> treatment plant. <br /> Two additional tank sites are located on the Oxford Pipeline and the Highway 160 pipeline. One <br /> or both of these locations may be utilized instead of the site near the treatment plant. <br /> 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.