The Effect of Land Use and Stormwater Control Measures in the Jordan Lake Watershed Celia Jackson, Drew Hoag, Maddie Omeltchenko, Aditya Shetty, Naomi.

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Presentation on theme: "The Effect of Land Use and Stormwater Control Measures in the Jordan Lake Watershed Celia Jackson, Drew Hoag, Maddie Omeltchenko, Aditya Shetty, Naomi."— Presentation transcript:

1 The Effect of Land Use and Stormwater Control Measures in the Jordan Lake Watershed
Celia Jackson, Drew Hoag, Maddie Omeltchenko, Aditya Shetty, Naomi Lahiri

2 Agenda Background of the problem Hypotheses Research methods Results
Implications

3 Background 1

4 Jordan Lake Insert image

5 Causes of Eutrophication
Eutrophication has been linked to increased nutrient loading Increased urbanization and development Increased impervious surface cover (ISC) More effectively routes nutrients to waterways Decreases soil and vegetation nutrient sinks Attributes of development add to the problem Increased fertilizer use Erosion from construction Pollution from industry

6 Here is the JL watershed, it spans a large region with different land uses and municipalities. One of the biggest changes in the watershed in the last couple of decades has been the increase in urbanization.

7 Test SNAP (Stormwater Nitrogen and Phosphorous) v.4.0.
Research Goals Gain insight on the impacts of land use and stormwater control measures on nutrient loading. Test SNAP (Stormwater Nitrogen and Phosphorous) v.4.0.

8 Hypotheses 2

9 H1 Nutrients will be lower in urban streams with SCMs integrated into their watersheds than those without SCMs for similar levels of impervious surface cover, canopy cover, road density, and parcel density.

10 H2 When looking at geologically similar urban watersheds, there is a:
Positive correlation between metrics of urban development and nutrient loading Negative correlation between metrics of vegetation density and nutrient loading

11 Methods 3

12 Site Selection Four stream sites chosen for urban gradient and use of SCMs Watershed Area (ft2) % ISC Parcel Density % Area Paved Road TY 47.26% 2.729 10.20% TB 42.68% 2.313 6.99% BG 14.58% 0.910 4.38% MLK 24.45% 0.967 3.62% CS 13.38% 0.903 4.47% Nested sites-Burlage and MLK

13 Mention that burlage - MLK is cole springs

14 Data Collection Synoptic sampling
Collection period: October 6 – November 13 NC Jordan Lake Nutrient Study continuous sampling Synoptic sampling to create paired data, can be more easily tested for significance

15 Marsh McBirney for flow velocity, depth
YSI multisensor probe for specific conductivity (metric for contaminant loading)

16 NC JLNS HOBO water level at 3 sites, TB couldn’t have sensor
HOBO conductivity sensor at Burlage and Tanyard S::can spectro:lyser at Burlage (Nitrate)

17 GIS Data Collection Methods
ArcMAP 10.5 Watersheds delineated for all four sites Important variables calculated for each watershed: Watershed Areas ISC – paved roads, parking lots, driveways, rooftops, swimming pools Parcel Density and Average Area Canopy Cover Area - 30m resolution NLCD, Orthographic Imagery classification

18 SNAP v.4.0 Methods Important Required Information includes land use metrics: Area: watershed, roof, paved road, paved parking lot, paved driveway Custom land use of pervious (airport) and impervious (swimming pools) surfaces *Be more concise about snap -don’t list off individual values, just give background

19 SNAP v.4.0 Methods SCM Only those designed to affect nitrogen, phosphorus or peak flow events were chosen Tanbark and MLK (X # SCMs chosen from each) Catchment areas for and actual areas of each BMP were calculated in ArcMAP 10.5 Default settings for SCMs lacking information Tanbark through the city of carboro and MLK through Sallie Hoyt at facility services

20 Results 4

21 Peak Flows BG MLK TY All BMPs at MLK are reducing storm flows

22 Hydrographs

23 Predictor Variables for Nitrate Load
% ISC and % Canopy Cover- Multiple Linear Regression                                Estimate     Std. Error    t value     Pr(>|t|)    (Intercept)                      15.21         131.4        ** X..ISC                           26.46                ** X..Canopy.Cover           21.19               ** --- Signif. codes:  0 ‘***’ ‘**’ 0.01 ‘*’ 0.05 ‘.’ 0.1 ‘ ’ 1 Residual standard error: on 1 degrees of freedom Multiple R-squared:  0.9999, Adjusted R-squared:  0.9998 F-statistic:  7411 on 2 and 1 DF,  p-value: Single Variable Models % ISC % Canopy p-value 0.626 0.733 Single variable run with % Canopy as a predictor for % ISC p-value= Using nutrient load...more important for Jordan Lake Watershed overall

24 Nutrient Concentration vs. Impervious Surface Cover

25 Implications 5

26 Surface Cover Tanyard Burlage Neither had any BMPs Highest %ISC
Highest nitrate concentration Burlage Lowest %ISC Lowest nitrate concentration Neither had any BMPs -ISC seems directly related to nitrate concentration -lack of hydraulic conductivity on impervious surfaces allows for increased runoff into watershed -No BMPs to counteract this

27 Potential Errors/Pitfalls
Limited sampling timeframe Few rainfall/storm events contributed to low flow rates Missing a hydrograph for Tanbark site Load calculations with generally low flow rates yielded a few anomalous values on one day with significantly higher flow rate Inability to extrapolate for annual range Low variety of sampling sites/ISC SNAP model associated with inaccuracies with less urban development Further testing is needed

28 SNAP: Stormwater Nitrogen and Phosphorus
Expected error in SCM watershed calculations DEMs do not account for anthropogenic manipulation of landscape Lack of specifics in Tanbark BMPs Numbers for sites with less ISC significantly less reliable

29 Acknowledgements Sally Hoyt and Jamie Smedsmo: data provided on MLK at UNC Facility Services GIS data for BMPs NCDEQ Nonpoint Source Division: Jim Hawhee, Rich Gannon, Patrick Beggs

30 Sources (n.d.). Background. Retrieved November 26, 2017, from Brett, M. (2005). Non-Point Source Impacts on Stream Nutrient Concentrations Along A Forest to Urban Gradient. Environmental Management, 35(3). (n.d.). Development of the Jordan Lake Nutrient Strategy. Retrieved November 26, 2017, from fe b9&groupId=235275 Duan, S., Kaushal, S., Groffman, P., Band, L., Belt, K. (2012). Phosphorus export across an urban to rural gradient in the Chesapeake Bay watershed. Journal of Geophysical Research, 117(G01025). Groffman, P. et al. (2004). Nitrogen Fluxes and Retention in Urban Watershed Ecosystems. Ecosystems, 7. Kaye, J. et al. (2006). A distinct urban biogeochemistry? Trends in Ecology and Evolution, 21(4). Law, N.L., Band, L. E., Grove, J. M., & Robarge, W. P. (2004). Nitrogen Input from Residential Lawn Care Practices in Suburban Watersheds in Baltimore County, MD. Journal of Environmental Planning and Management, 47(5). NCDEQ. (2017). Stormwater Nitrogen and Phosphorous (SNAP) v4.0 Accounting Tool User’s Manual. Retrieved November 2017, from Shields, C. et al. (2008). Streamflow distribution of non–point source nitrogen export from urban-rural catchments in the Chesapeake Bay watershed. Water Resources Research, 44(W09416). (2009). Urban Stormwater Management in the United States. National Academies Press. Retrieved from


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