Browse
Search
Agenda - 04-02-1990
OrangeCountyNC
>
Board of County Commissioners
>
BOCC Agendas
>
1990's
>
1990
>
Agenda - 04-02-1990
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/30/2017 4:48:27 PM
Creation date
10/30/2017 4:38:14 PM
Metadata
Fields
Template:
BOCC
Date
4/2/1990
Meeting Type
Regular Meeting
Document Type
Agenda
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.
/
220
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
PAGE2t a <br /> kept in undisturbed natural vegetation, buffer zones will receive sheetflow <br /> runoff; i.e. , runoff which flows slowly in a spread out pattern rather than <br /> being concentrated in a Swale, from adjoining development and achieve <br /> reductions in pollution discharges. <br /> Within the University Lake Watershed (ULW) District, an area of land or <br /> buffer zone along perennial and intermittent streams shall be required to <br /> remain in its natural state, unless the area is subject to serious erosion, <br /> in which case an erosion resistant vegetative cover shall be established and <br /> maintained. Perennial streams are those streams shown in solid blue on the <br /> USGS quadrangle maps for Orange County. Intermittent streams are those <br /> streams shown by broken blue lines on the same maps. <br /> 6.25.5.1 Calculation of Buffer Zone Width <br /> Width; i.e. , distance from the stream bank to the edge of the buffer, is a <br /> critical factor in determining the effectiveness of a buffer zone. An <br /> equally important determinant in pollutant removal in a buffer zone is <br /> travel time; i.e. , the greater the time allowed for runoff to travel through <br /> a buffer, the greater the opportunities for pollutant removal through <br /> sedimentation, filtration, absorption, and seepage into the soil profile. <br /> Monitoring studies of highway runoff have shown that pollutant removal in <br /> grass swales is at a maximum after a 15-minute travel time. Based on this <br /> standard, Table 6.25.5 was derived to provide a sliding scale for buffer <br /> zone widths based on slope and vegetative cover. <br /> TABLE 6.25.5 REQUIRED BUFFER.ZONE WIDTHS <br /> ALONG PERENNIAL AND INTERMITTENT STREAMS <br /> IN UNIVERSITY LAKE WATERSHED <br /> TYPE OF GROUNDCOVER <br /> SLOPE GRASS (FT) WOODS (FT) <br /> 2% TO 4.9% 100 50 <br /> 5% TO 6.9% 150 100 <br /> 7% TO 9.9% 150 100 <br /> 10% TO 14.9% 200 100 <br /> 15% OR GREATER 250 150 <br /> The required stream buffer zone shall start at the stream bank and be <br /> measured away from the stream for a distance depending upon the slope and <br /> the vegetative cover near the stream. The slope shall be calculated by <br /> measuring a distance of 250 feet from the stream bank, determining the rise <br /> in elevation in that distance, and dividing the rise in elevation by the <br /> distance of 250 feet. Based on the resulting slope calculation and the type <br /> of vegetative cover near the stream, the applicable buffer zone width may be <br /> determined from Table 6.25.5. Slope shall be determined from the USGS <br /> quadrangle maps for Orange County, by on-site measurements or by special <br /> survey by a registered engineer or surveyor. i.. <br />
The URL can be used to link to this page
Your browser does not support the video tag.