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 />' Chapter 1OD-6 of the "Rules of the State of Florida, Department of Health <br />and Rehabilitative Services" states, "The water table elevation at the <br />wettest season of the year is at least 24 inches below the bottom surface <br />' of the drainfield gravel." By following the construction standards for <br />drainfield systems in IOD -6.56 of a minimum cover of 6 inches and 14 inches <br />' of gravel in the drainfield, the minimum of 24 inches from the bottom of <br />the drainfield gravel bed to the top of the water table cannot be met by <br />' many of the existing systems in the study area. <br />' 4.1.2 SOILS <br />The United States Department of Agriculture (USDA), through the Soils <br />Conservation Service (SCS), provides detailed maps and data on the soils of <br />a particular area through Soil Surveys. <br />The composition of the soils, the shallow depth to the limestone (1 to 4 <br />' feet) along with the existence of a high water table, pose severe <br />constraints on the effective and efficient operation of conventional septic <br />' tank disposal systems. The fine grained soils are not well suited for <br />septic tank disposal systems because of their low permeability. <br />' According to the soil survey on Map Number 27, the predominant soil type in <br />the study area is the Boca -Urban Land Complex. This soil type accounts for <br />' between 50 and 70 percent of the land area. Twenty to thirty percent of <br />the soil is of the urban land classification, and the remaining small <br />' percentage is of the Chobee, EauGallie, Floridana and Jupiter types, which <br />will not be discussed further because they are not a major percentage and <br />' they are somewhat insignificant. <br />' The Boca soil type is characteristically made up of fine sands and silt to <br />a depth of roughly 4 feet, underlain by a hard limestone layer. According <br />to Masteller & Moler Associates, who performed soil borings at the study <br />1 <br />IRC.VB4 <br />6/4/87 <br />4-3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.