- Title
- Kure Beach Dune Infiltration System
-
-
- Date
- July 2007
-
-
- Creator
- ["Burchell, Michael R., II, 1970-"]
-
- Place
- ["Kure Beach, New Hanover County, North Carolina, United States","North Carolina, United States","New Hanover County, North Carolina, United States"]
-
Kure Beach Dune Infiltration System
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Technical Report Documentation Page
1. Report No.
FHWA/NC/2006-41
2. Government Accession No.
3. Recipient's Catalog No.
4. Title and Subtitle
Kurc Beach Dune Infiltration System
5. Report Date
July 2007
6. Performing Organization Code
7. Author(s)
Michael R. Burchell II, PhD William F. Hunt
Ш,
PhD. PE, and
Tiffany Bright
8. Performing Organization Report No.
9. Performing Organization Name and Address
Department of Biological and Agricultural Engineering
North Carolina State University
Campus Box 7625
Raleigh, NC 27695-7625
10. Work Unit No. (TRA1S)
11. Contract or Grant No.
12. Sponsoring Agency Name and Address
North Carolina Department of Transportation
Research and Analysis Group
1 South Wilmington Street
Raleigh, North Carolina 27601
1 3. Type of Report and Period Covered
Final Report
May 2005 - February 2007
14. Sponsoring Agency Code
2005-29
Supplementary Notes:
16. Abstract
The Beaches Environmental Assessment and Coastal Health Act of 2000 (BEACH Act) requires states to
monitor bacteria levels in recreational coastal waters. High levels of bacteria increase the potential for many
illnesses to beach goers, so coastal towns arc forced to post advisories or close beaches after many rainfall events,
which potentially decrease tourism profits. Stormwater outfalls, common in many coastal towns, empty stormwater
from roads, parking lots, etc., contaminated with bacteria and other pollutants, into the ocean or sounds.
The NC Department of Transportation and the Town of Kure Beach wanted to reduce the amount of
stormwater from nearby US 421 and other residential and commercial sites from entering ocean recreational areas.
Two stormwater Dune Infiltration Systems were designed to divert a portion of the flow into the beach dunes. Sand
filters have historically been successful in bacterial removal. The infiltration systems were constructed using
commercially available open-bottomed infiltration chambers. Due to limited land area, the systems were designed
to infiltrate 0.5 in storms, which comprise approximately 80% of the rainfall events at the site. The watersheds of
both sites were small (4.5 ac and 8.1 ac) and of mixed urban and residential land use. Water table measurements
indicated a tidal influence, but approximately 7 ft of sand was available for infiltration in the vertical direction.
Overall, the two Dune Infiltration Systems (DIS) captured 96.6% of runoff produced from 25 storm events
during March - October 2006. Inflowing stormwater runoff had concentrations of fecal coliform concentrations
ranging from 181 CFU/100 ml to 28300 CFU/100 ml with a median of 7600 CFU/100 ml, and enterococcus
concentrations from <10 CFU/100 ml to >2005 CFU/100 ml with a median of 1298 CFU/100 ml. The groundwater
concentrations were significantly less (p< 0.001) than the inflow with fecal coliform concentrations ranging from <1
CFU/100 ml to 214 CFU/100 ml with a median of 1.5 CFU/100 ml. For enterococcus concentrations the range was
from <10 CFU/100 ml to 2005 CFU/100 ml with a median of 10 CFU/100 ml. The groundwater enterococcus
concentrations at both sites were also significantly (p<0.01) less than the stormwater runoff inflow concentration.
North Carolina’s indicator bacteria standards were exceeded only in Site M’s groundwater. Groundwater samples
surpassed the limit on 2 of the 25 events for fecal coliform and 6 of the 22 for enterococcus. Based on these results,
the DIS has potential as an effective BMP at the remaining ocean outfalls in Kurc Beach and elsewhere.
17. Keywords
Coastal stormwater, outfalls, bacteria, sand
infiltration
18. Distribution Statement
19. Security Classif. (of this report)
20. Security Classif. (of this page)
21. No. of Pages
22. Price
Unclassified
Unclassified
90
Form DOT F 1700.7 (8-72)
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