My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1987-055
CBCC
>
Resolutions
>
1980'S
>
1987
>
1987-055
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/29/2022 12:23:30 PM
Creation date
9/30/2015 5:08:47 PM
Metadata
Fields
Template:
Resolutions
Resolution Number
1987-055
Approved Date
06/16/1987
Resolution Type
Sanitary Sewer
Entity Name
Camp dresser & McKee
Florida Department of Environmental Regulation
Subject
Engineering study for Rockridge sewer improvements
Area
Rockridge
Supplemental fields
SmeadsoftID
2533
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
259
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
1 <br />' The ground water table rests immediately below the layer of limestone <br />and the presence of both the limestone layer and shallow ground water <br />table make the construction of a conventional gravity sewage collection <br />' system very difficult. <br />The Rockridge area consists of approximately 375 existing dwelling <br />' units, each built on lots generally 57' wide by 97' deep. The area <br />is furnished with a water supply system by Indian River County. The <br />' water supply piping is constructed on top of the existing limestone <br />layer and within back yard easements. <br />Two alternatives were considered and schematic designs of each <br />included in this report. One sewage collection alternative was the <br />construction of a conventional gravity sewer collection system with <br />' conventional pumping stations. The total construction cost estimate <br />of this alternative, including 15% contingencies and the engineering <br />' design fee, is $2,084,593.00. The construction of the conventional <br />gravity collection system would also involve the total destruction <br />of the existing roadway street within Rockridge and the need to completely <br />1 restore the street system. Also, a substantial amount of vibration <br />and noise would be experienced during construction due to the break - <br />up and removal of the existing hard limestone layer. <br />The second alternative involves the installation of an individual <br />' grinder pump and basin for each of the 375 dwelling units and the con- <br />struction of a network of small manifolded PVC force mains within the <br />' back yard easement areas. The estimated construction cost for this <br />alternative, including 15% contingencies and the engineering design <br />fee, is $1,108,195.00. The grinder pump/small force main alternative <br />' would enable construction by the use of small equipment and it is antici- <br />pated that the entire construction of the project could occur without <br />' the need to remove rock. The anticipated operation of the 2 HP, single <br />phase grinder pump would result in additional electrical expense to <br />' each homeowner, which is estimated in the range of $1 to $2 per month. <br />It is our recommendation that the alternative using a conventional <br />gravity collection system be rejected and the alternative utilizing <br />the individual grinder pump/small network force main system be accepted <br />as the best means of providing sewage service to the Rockridge area <br />
The URL can be used to link to this page
Your browser does not support the video tag.