CEDAR FALLS COMPREHENSIVE PLAN
TMDL goal established for Dry Run Creek was to have less than 10 percent of each subwatershed in connected impervious cover (CIC). Achieving this goal would low- er flow rates as well as associated erosion and sedimentation. The TMDL report es- timated it will take 5-10 years to implement BMPs to achieve this goal, and 10 years thereafter for the biological community to recover. Five BMPs were specified: green roofs, cisterns, permeable pavement, bioretention, and dry swales. These reduced runoff volume by 40-80 percent, depending on type and situation.
In 2008, the University of Northern Iowa conducted a survey of residents within the Dry Run Creek watershed (University of Northern Iowa, 2008). In brief, the study found that nearly 38 percent of watershed residents agree that water quality in Dry Run Creek is declining, largely due to fertilizers and runoff from paved surfaces and new construction and development sites. However, at least half of landowners are not certain that water quality is actually declining in the creek. Seventy-five percent of residents agree that runoff from paved surfaces is a significant cause of pollution, but about a quarter of landowners don’t believe that rural and urban land use af- fects the water quality of Dry Run Creek. These survey results underscore the oppor- tunity to inform the public about water quality issues, causes, and solutions.
Black Hawk Creek
Several tributaries of Black Hawk Creek flow east and southeast in the southeast por- tion of the planning area. The creek’s mainstem touches the planning area’s south- east corner (Figure 3.3). A 2010 draft impaired waters document (IADNR 2011) lists Black Hawk Creek as impaired in the planning area. The impaired uses are “aquatic life” and “primary contact recreation” due to low biotic integrity and elevated bacte- ria levels. In 2006 a TMDL study was completed and approved to address these im- pairments. The issues and solutions in Black Hawk Creek are similar to those in Dry Run Creek, but significant improvement in the mainstem itself requires collabora- tion with upstream communities.
Protecting and enhancing surface waters can be accomplished with watershed planning and effective stormwater management. Watersheds are the catchments that feed and sustain our surface water resources. Understanding watersheds is critical to managing rivers, streams, wetlands, and other surface waters in Cedar Falls. In the last two decades, significant advances have been made in stormwater BMPs, which are practical tools for improving stormwater runoff quality and flow regulation. Sustainable stormwater management entails the use of nature-based elements (e.g., vegetated swales, infiltration basins, treatment wetlands), often in a treatment sequence, or train, to effectively treat targeted pollutants. This storm- water treatment train approach can be customized for any area and designed at different scales, from an individual site to an entire watershed. Their goal too is to reduce costs by capturing, treating, and conveying smaller amounts of runoff near its source. Low impact development (LID) practices can be used during land devel- opment to protect surface waters. If Iowa continues to experience climate trends as predicted (including more extreme events, both storms and droughts), ecological- ly-designed stormwater management systems will be even more important in miti- gating adverse impacts to Cedar Falls’ natural and built environment.
58
Page 1 |
Page 2 |
Page 3 |
Page 4 |
Page 5 |
Page 6 |
Page 7 |
Page 8 |
Page 9 |
Page 10 |
Page 11 |
Page 12 |
Page 13 |
Page 14 |
Page 15 |
Page 16 |
Page 17 |
Page 18 |
Page 19 |
Page 20 |
Page 21 |
Page 22 |
Page 23 |
Page 24 |
Page 25 |
Page 26 |
Page 27 |
Page 28 |
Page 29 |
Page 30 |
Page 31 |
Page 32 |
Page 33 |
Page 34 |
Page 35 |
Page 36 |
Page 37 |
Page 38 |
Page 39 |
Page 40 |
Page 41 |
Page 42 |
Page 43 |
Page 44 |
Page 45 |
Page 46 |
Page 47 |
Page 48 |
Page 49 |
Page 50 |
Page 51 |
Page 52 |
Page 53 |
Page 54 |
Page 55 |
Page 56 |
Page 57 |
Page 58 |
Page 59 |
Page 60 |
Page 61 |
Page 62 |
Page 63 |
Page 64 |
Page 65 |
Page 66 |
Page 67 |
Page 68 |
Page 69 |
Page 70 |
Page 71 |
Page 72 |
Page 73 |
Page 74 |
Page 75 |
Page 76 |
Page 77 |
Page 78 |
Page 79 |
Page 80 |
Page 81 |
Page 82 |
Page 83 |
Page 84 |
Page 85 |
Page 86 |
Page 87 |
Page 88 |
Page 89 |
Page 90 |
Page 91 |
Page 92 |
Page 93 |
Page 94 |
Page 95 |
Page 96 |
Page 97 |
Page 98 |
Page 99 |
Page 100 |
Page 101 |
Page 102 |
Page 103 |
Page 104 |
Page 105 |
Page 106 |
Page 107 |
Page 108 |
Page 109 |
Page 110 |
Page 111 |
Page 112 |
Page 113 |
Page 114 |
Page 115 |
Page 116 |
Page 117 |
Page 118 |
Page 119 |
Page 120 |
Page 121 |
Page 122 |
Page 123 |
Page 124 |
Page 125 |
Page 126 |
Page 127 |
Page 128 |
Page 129 |
Page 130 |
Page 131 |
Page 132 |
Page 133 |
Page 134 |
Page 135 |
Page 136 |
Page 137 |
Page 138 |
Page 139 |
Page 140 |
Page 141 |
Page 142 |
Page 143 |
Page 144 |
Page 145 |
Page 146 |
Page 147 |
Page 148 |
Page 149 |
Page 150 |
Page 151 |
Page 152 |
Page 153 |
Page 154 |
Page 155 |
Page 156 |
Page 157 |
Page 158 |
Page 159 |
Page 160 |
Page 161 |
Page 162 |
Page 163 |
Page 164 |
Page 165 |
Page 166 |
Page 167 |
Page 168 |
Page 169 |
Page 170 |
Page 171 |
Page 172 |
Page 173 |
Page 174 |
Page 175 |
Page 176 |
Page 177 |
Page 178 |
Page 179 |
Page 180 |
Page 181 |
Page 182 |
Page 183 |
Page 184 |
Page 185 |
Page 186 |
Page 187 |
Page 188 |
Page 189 |
Page 190 |
Page 191 |
Page 192 |
Page 193 |
Page 194 |
Page 195 |
Page 196 |
Page 197 |
Page 198 |
Page 199 |
Page 200 |
Page 201