Study sites. BARN is a 420 hectare (ha) subwatershed (latitude 39°28′49.1′′, longitude 76°41′15.0′′) of the Gunpowder Falls watershed and is characterized by low density, large lot development on septic systems in the upper third of the watershed (Figure 1). The remainder of the watershed is a forested park. POBR is a forested 40 ha subwatershed of BARN. The entire watershed is underlain by the medium- to coarse-grained micaceous schist of the Loch Raven Formation. Depth to saprolite is highest on ridges, thins (<1m) at steep midslope positions, and is 1–2m in bottomland locations (Cleaves et al. 1970). Soils range from silt clay loam to silt loam in the riparian areas to sandy loam on steeper slopes. Forested areas are dominated by approximately 100 year old Quercus spp. (oaks) and Carya spp. (hickory).
Water Sampling and Analysis. The BES has collected stream chemistry samples at POBR and BARN since 1998. Sites are continuously monitored for discharge by the USGS (BARN: https://waterdata.usgs.gov/usa/nwis/uv?0158358; Pond Branch: https://waterdata.usgs.gov/usa/nwis/uv?0158357) and weekly grab samples are taken for chemical analysis without regard to flow conditions. The weekly stream samples are filtered (0.45 µm) and analyzed for NO3− and Cl− concentrations by ion chromatography (Groffman et al. 2018).
Hydrologic conditions at each sampling date were calculated using algorithms described by Nathan and McMahon (1990) that are incorporated into the EcoHydRology program (https://cran.r-project.org/web/packages/EcoHydRology/EcoHydRology.pdf). For each sample date, this program produces estimates of: (1) the total discharge (Q) in cubic meters per second (cms), (2) percentage of discharge attributable to base flow, (3) percentage of discharge attributable to stormflow and (4) base flow index, i.e., the ratio of base flow to stormflow (Table 1). The period of analysis for both sites was 1999 to 2018 (a 19-year range) because data on chloride and nitrate concentrations from 1998 were not available for BARN.
Table 1
Hydrologic data from the Baisman Run and Pond Branch watersheds
|
Pond Branch (forested)
|
Baisman Run (exurban)
|
|
Highest discharge (m3/d)
|
Lowest discharge (cm3/d)
|
# grab samples
|
Average base flow ratio on sampling days
|
Highest discharge (cm3/d)
|
Lowest discharge (m3/d)
|
# grab samples
|
Average base flow ratio on sampling days
|
1999
|
2936
|
24
|
52
|
0.68
|
5627
|
2691
|
14
|
0.84
|
2000
|
1248
|
171
|
52
|
0.79
|
18594
|
1541
|
52
|
0.8
|
2001
|
489
|
73
|
55
|
0.76
|
5382
|
783
|
55
|
0.77
|
2002
|
245
|
2
|
55
|
0.66
|
3205
|
98
|
57
|
0.65
|
2003
|
1566
|
171
|
50
|
0.81
|
20135
|
2349
|
51
|
0.75
|
2004
|
2202
|
220
|
52
|
0.84
|
41592
|
1639
|
52
|
0.82
|
2005
|
1076
|
147
|
50
|
0.8
|
11597
|
979
|
53
|
0.79
|
2006
|
1028
|
98
|
53
|
0.78
|
16172
|
1248
|
55
|
0.79
|
2007
|
930
|
49
|
55
|
0.76
|
9297
|
367
|
54
|
0.74
|
2008
|
440
|
5
|
51
|
0.7
|
8245
|
269
|
51
|
0.76
|
2009
|
1688
|
122
|
47
|
0.75
|
17982
|
1884
|
48
|
0.79
|
2010
|
1101
|
122
|
49
|
0.76
|
11744
|
856
|
49
|
0.78
|
2011
|
979
|
73
|
51
|
0.73
|
13163
|
979
|
51
|
0.73
|
2012
|
1713
|
171
|
51
|
0.82
|
16001
|
1199
|
64
|
0.83
|
2013
|
1370
|
147
|
50
|
0.75
|
14508
|
1664
|
50
|
0.83
|
2014
|
8416
|
220
|
49
|
0.74
|
87098
|
2153
|
49
|
0.74
|
2015
|
1028
|
196
|
52
|
0.78
|
18790
|
1664
|
51
|
0.78
|
2016
|
1492
|
122
|
49
|
0.76
|
19157
|
1297
|
50
|
0.81
|
2017
|
3425
|
49
|
50
|
0.68
|
25689
|
1125
|
50
|
0.8
|
2018
|
294
|
73
|
13
|
0.68
|
17199
|
1395
|
53
|
0.8
|
Flux calculations were made with Weighted Regressions on Time, Discharge, and Season (WRTDS), a USGS statistical tool (Hirsch et al. 2010), which calculates solute fluxes from stream flow, solute concentration, and time by fitting locally weighted regressions (Bettez et al. 2015; Reisinger et al. 2018). Yields were calculated by dividing flux by watershed area.
Road Salt Data. Baltimore County publishes the mass of road salt applied annually (https://www.baltimorecountymd.gov/Agencies/publicworks/highways/stormrelatedcosts.html). Their data includes a table on Storm Related Costs, including the mass of salt used for each fiscal year (July 1 - June 30), the depth of snowfall, and the number of events requiring salt application, from 2001 to 2019. We assumed that BARN contains roads that are typical of Baltimore County and that county-wide trends were applicable to this watershed.
Fertilizer data. Data on fertilizer usage in Baltimore County were derived from three sources: First, we used a national compilation of county-by-county fertilizer use, split into farm and non-farm use, compiled by the USGS: https://doi.org/10.5066/F7H41PKX.
However, these data are only available until 2012. Second, data on fertilizer applied by county personnel on county owned and managed land are compiled by Baltimore County for permit requirements: https://www.baltimorecountymd.gov/Agencies/environment/npdes/ and are presented in their annual report from 2018: http://resources.baltimorecountymd.gov/Documents/Environment/npdes/2018/fullnpdes2018.pdf. Third, Baltimore County implemented a “lawn fertilizer law” in 2013 (https://mda.maryland.gov/Pages/fertilizer.aspx) that mandates collection of data on fertilizer applied by professional lawn care services. Collection and organization of these data are incomplete and are only available for the years 2015, 2017 and 2018 (Table 2). We assumed trends in fertilizer use in BARN are consistent with the trends in Baltimore County as a whole.
Table 2
Fertilized area and amount of fertilizer applied in Baltimore County in 2015, 2017, 2018. Data compiled from Fertilizer Application Report produced by the Maryland Department of Agriculture as part of “lawn fertilizer law” that was passed in 2013. The data for 2016 are not included due to data quality concerns for that year.
Year
|
Fertilized area (ha)
|
Nitrogen applied (kg)
|
2015
|
6241
|
402099
|
2017
|
5412
|
507955
|
2018
|
5308
|
515797
|
Atmospheric Deposition. Atmospheric nitrogen and chloride deposition are measured by the EPA in Beltsville, MD, approximately 45 miles from BARN and data are available for nitrogen at https://www3.epa.gov/castnet/site_pages/BEL116.html and for chloride at http://nadp.slh.wisc.edu/data/ntn/ntnAllsites.aspx. Data available included wet NO3− and ammonium (NH4+) deposition as well as “dry deposition” of nitric acid vapor (HNO3) and particulate NO3− and NH4+. Values for total annual deposition (wet plus dry) were used here and referenced as Total N Deposition.
Septic Systems. Estimates of nitrate and chloride loading from septic systems were produced by assuming that each of the 120 houses in the BARN watershed has a septic system that produces 650 L/day of effluent that is discharged to groundwater (Rutledge et al. 1993) and that this effluent has a chloride concentration of 400 mg/L (Kochary et al. 2017) and a nitrate concentration of 70 mg N/L (Gold et al. 1990).
Climate. Monthly precipitation and temperature data are available from the Baltimore Washington International airport site from the Climate and Hydrology Database Projects database (http://climhy.lternet.edu/).
Statistical analyses. All analyses were done on annual values for all variables. Comparisons of the two watersheds were made using one-way analysis of variance. Trends through time, and relationships between variables were explored with linear (Pearson) and nonparametric (Spearman) correlations. Relationships were considered statistically significant at p < 0.05. All analyses were done using SAS (version 9.4).