4.0
Burnt Mill Creek
The Burnt Mill Creek watershed was sampled just upstream of Ann McCrary
Pond on Randall Parkway (BMC-AP1), about 40 m downstream of the pond outfall
(BMC-AP3), and in the creek from the bridge at Princess Place (BMC-PP - Fig.
4.1). Ann McCrary Pond is a large
(28.8 acres) regional wet detention pond draining 1,785 acres, with an apartment
complex at the upper end near BMC-AP1. The
pond itself usually maintains a thick growth of submersed aquatic vegetation,
particularly Hydrilla verticillata, Egeria
densa, Alternanthera philoxeroides, Ceratophyllum demersum and
Valliseneria americana. A
survey in late summer 1998 indicated that approximately 70% of the pond area was
vegetated. There have been efforts to control this growth, including
addition of triploid grass carp as grazers.
Our survey also found that this pond is host to Lilaeopsis carolinensis, which is a threatened plant species in
North Carolina. The ability of this
detention pond to reduce suspended sediments and fecal coliform bacteria, and
its failure to reduce nutrient concentrations, was detailed in a scientific
journal article (Mallin et al. 2002b).
Turbidity and suspended solids concentrations entering and leaving the
pond were low to moderate. Fecal
coliform concentrations entering Ann McCrary Pond at BMC-AP1 were very high,
however (Table 4.1), possibly a result of pet waste runoff from the apartment
complex and runoff from urban upstream areas.
All seven samples collected in 2004 at BMC-AP1 had counts exceeding 200
CFU/100 mL; however, only one sample at BMC-AP3 exceeded the standard.
There were minor algal blooms at BMC-AP1 in May and June and in June at
BMC-AP3 (with chlorophyll a concentrations between 30 and 40
mg/L).
The
efficiency of the pond as a pollutant removal device was poor last year.
Fecal coliforms were significantly reduced during passage through the
pond (Table 4.1). Total suspended
solids and turbidity were low entering the pond this year and there was no
significant difference in removal of these two parameters.
Neither ammonium, nitrate, total nitrogen, orthophosphate nor total
phosphorus were significantly reduced during passage through the pond this year
(Table 4.1). As in previous years,
it is likely that inputs of nutrients have entered the pond from a suburban
drainage stream midway down the pond across from our former BMC-AP2 site (Fig.
4.1), short circuiting the ability of the pond to remove nutrients.
Also, intensive waterfowl use of the pond, particularly at a tributary
near the outfall, may have contributed to nutrient loading in the pond and along
its shoreline. There was no
significant decrease in conductivity through the pond.
Dissolved oxygen significantly increased through the pond, probably
because of in-pond photosynthesis and aeration by passage over the final dam at
the outfall. There was a
significant increase in pH, probably due to utilization of CO2 during
photosynthesis in the pond.
As in previous studies, the Princess Place location (BMC-PP)
experienced several water quality problems during the sample period (Appendix
B). Dissolved oxygen was
substandard (between 2.0 and 5.0 mg/L) from May through September 2004.
The most important issue, from a public health perspective, was the
excessive fecal coliform counts, which maintained a geometric mean (639 CFU/100
mL) well in excess of the State standard for human contact waters (200 CFU/100
mL). Fecal coliform counts were
greater than 200 CFU/100 mL in five of seven months, or 71% of the time.
It is notable that fecal coliform bacteria, ammonium, nitrate, TP and
orthophosphate concentrations all increased along the passage from BMC-AP3 to
the Princess Place location, while dissolved oxygen decreased (Table 4.1).
No algal blooms exceeded the State standard for chlorophyll a
at Princess Place.
Table 4.1.
Mean and (standard deviation) of water quality parameters in Burnt Mill
Creek, January - September 2004. Fecal
coliforms as geometric mean; N/P as median.
_____________________________________________________________________
Parameter
BMC-AP1
BMC-AP3
BMC-PP
_____________________________________________________________________
DO (mg/L)
6.5 (2.2)
9.5 (2.5)**
4.9 (2.3)
Cond. (mS/cm)
248 (39)
220 (61)
459 (389)
pH
6.8 (0.2)
7.5 (0.2)**
7.0 (0.2)
Turbidity (NTU)
5 (2)
8 (8)
5 (3)
TSS (mg/L)
4.7 (2.4)
5.7 (3.7)
5.0 (2.5)
Nitrate (mg/L)
0.079 (0.060) 0.056
(0.040)
0.115 (0.086)
Ammonium (mg/L)
0.057 (0.035) 0.081
(0.102)
0.096 (0.075)
TN (mg/L)
0.787 (0.198) 1.164
(0.556)
1.126 (0.420)
OrthopPhosphate (mg/L) 0.012
(0.010) 0.007 (0.006)
0.021 (0.016)
TP (mg/L)
0.066 (0.042) 0.053
(0.017)
0.080 (0.025)
N/P molar ratio
21.0
22.1
31.0
Fec. col. (/100 mL)
927
74**
639
Chlor. a (mg/L)
13.3 (14.6)
13.7 (13.3)
8.0 (11.9)
_____________________________________________________________________
* Indicates statistically significant difference between AP1 and AP3 at
p<0.05
**Indicates statistically significant difference between AP1 and AP3 at
p<0.01