Total Suspended Solids, Stable Flow, and Wet Weather Event Monitoring in the Bass River Watershed. December The Cadmus Group, Inc.
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1 Total Suspended Solids, Stable Flow, and Wet Weather Event Monitoring in the Bass River Watershed December 2004 The Cadmus Group, Inc. Grand Valley State University Annis Water Resources Institute Submitted to U.S. Environmental Protection Agency Region 5 Under Task Order Contract No. 68-C8-0010
2 Table of Contents List of Figures... ii List of Tables... ii 1. Introduction Monitoring Locations and Watershed Description for the Bass River Sampling Methods Analytical Methods Bass River Base Flow Data Bass River Storm Event Data Deviations from the Quality Assurance Project Plan... 4 Appendix 1 Bass River Watershed Survey Forms for Monitoring Stations Appendix 2 Bass River Watershed Monitoring Station and Stormwater Outfall Pictures Appendix 3 Michigan Department of Environmental Quality Rating Curves for the Bass River i
3 List of Figures Figure 2.1 The Bass River Watershed List of Tables Table 2.1 Bass River Land Use and Cover Statistics Table 2.2 Bass River Monitoring Stations, Stormwater Outfalls, and Coordinates Table 5.1 Base Flow TSS Loading Data for the Bass River Table 6.1 Bass River TSS Loading Data for the 0.1 Inch Rain Event on 8/25/ Table 6.2 Bass River TSS Loading Data for the 1.1 Inch Rain Event on 8/02/ Table 6.3 Bass River TSS Loading Data for the 1.3 Inch Rain Event on 11/01/ ii
4 1. Introduction An investigation of streams in west Michigan was conducted to monitor the loading of Total Suspended Solids (TSS) and fluctuations in hydrology. The study sites were located in the lower Grand River watershed and included: Bass River, Sand Creek, Strawberry/Mill Creek, York Creek and an unnamed tributary north of Leonard Street and east of East Beltline (M-44). Each of these watersheds is a tributary to the Grand River and is included on Michigan s (d) list as requiring a Total Maximum Daily Load (TMDL) because they were identified as not supporting the designated use for biota. The data for each watershed are summarized in individual reports. This report examines the discharge and loading of TSS at 6 locations in Bass River under base flow (dry conditions) and during storm events. The data from this project will be used to develop a Biota TMDL for the Bass River watershed. 2. Monitoring Locations and Watershed Description for the Bass River Bass River has a 32,020 acre watershed located in Ottawa County (Figure 2.1). Land use in the watershed is primarily agricultural (52%), forests, fields, and wetlands (24%), and residential (20%). A summary of land use/and cover statistics is presented in Table 2.1. Stormwater discharge outfalls were inventoried and six stream locations were selected for flow and TSS monitoring (Figure 2.1). Descriptions and coordinates for the stormwater outfalls and monitoring stations are provided in Table 2.2. Data for the standard Michigan Department of Natural Resources (MDEQ) Steam Survey Form were collected at each monitoring station. The Steam Survey Forms are included in Appendix 1. Photographs of each monitoring station and stormwater location were taken and included in Appendix Sampling Methods Dry weather sampling was conducted on 6/28/04, 7/14/04, and 7/28/04. One grab sample was collected from each station. Dry weather sampling was preceded by at least 72 hours without precipitation as measured at the Grand Rapids Airport. Wet weather sampling was conducted on 8/25/04, 8/28/04, and 11/01/04. The wet weather runoff events were in response to precipitation events of 0.1, 1.1, and 1.3 inches that occurred in a 2 hour time period. Sampling was initiated near the start of each rain event. During the rise and fall of the hydrograph, individual grab samples were collected manually at hourly intervals. Wet weather sampling events lasted from 4-6 hrs. TSS samples were collected at the centroid of each stream transect where approximately 50% of cumulative flow occurred. If the stream was wadeable, samples were collected by immersing a 500 milliliter (ml) polyethylene bottle at mid depth. If the stream was not wadeable, a thief sampler was used. Sample containers were placed in coolers with ice 1
5 Figure 2.1 The Bass River Watershed. 2
6 Table 2.1 Bass River Land Use and Cover Statistics. Map Description Acres % Commercial/Institutional Confined Feeding/Permanent Pasture Coniferous Forest Cropland Deciduous Forest Grasses and Forbs - Open Field Industrial Orchards and Other Specialty Crop Other Agricultural Land 48 0 Other Developed Area Residential Shrub Open Field Water Wetland Total Table 2.2 Bass River Monitoring Stations, Stormwater Outfalls, and Coordinates. Location and GPS Coordinates Type Location Site ID Lat. (N) Long. (W) Monitoring Warner Street (Downstream) BR Monitoring Buchanan Street (Downstream) BR Monitoring Bear Creek at 104 th Avenue (Downstream) BR Monitoring 96 th Avenue (Upstream) BR Monitoring Winans Street (Downstream) BR Monitoring Stanton Street (Upstream) BR Stormwater Pond Stormwater Worley and kept at 4 o C. One field blank sample was collected for every 20 investigative samples. One field duplicate sample was collected for every 10 investigative samples. Flow was measured at each location using a Marsh-McBirney Flow Mate 2000 velocity meter according to United States Geological Survey protocols. Transects were established at each location and water depth measurements were collected using a bridge board and sounding reel or a self-leveling rod. The location of each transect was marked 3
7 by stakes. Depending on stream width, 4 12 equally spaced points along each transect were used for depth and flow measurements. Transect locations were selected to minimize interferences from structural anomalies such as debris jams, bridges, and highly eroded areas. Water elevations were measured at the MDEQ reference point located on each culvert or bridge. Flow measurements were collected during each wet and dry weather sampling event. If the stream depth was < 2.5 feet, flow measurements were taken at 0.6 depth at each transect point. If depths were > 2.5 feet, flow measurements were taken at 0.2 and 0.8 depths. 4. Analytical Methods Total Suspended Solids (TSS) was measured gravimetrically by Environmental Protection Agency (EPA) Method A complete method description was provided in the Quality Assurance Project Plan (QAPP). One laboratory blank and one laboratory duplicate were analyzed for every ten investigative samples. 5. Bass River Base Flow Data Base flow and TSS loading data for the Bass River watershed are summarized in Table 5.1. High precipitation amounts in May (10 inches) and June (4.5 inches) resulted in elevated stream levels during the June 28 monitoring event. There was no measurable precipitation for 7 days prior to the June sampling. Rating Curves developed by the MDEQ for each monitoring station and the location of surface elevation reference points are provided in Appendix 3. Elevations reported at BR-4 (96 th Ave) and BR-6 (Stanton Ave) were taken from the upstream location due to the relocation of the sampling station. The MDEQ reference locations for the rating curves were on the downstream side. The discharge data for these events should not be used to verify the rating curves. 6. Bass River Storm Event Data Storm flow and TSS loading data for the Bass River watershed are summarized in Tables 6.1, 6.2, and 6.3 for the 0.1, 1.1, and 1.3 inch rainfall events, respectively. 7. Deviations from the Quality Assurance Project Plan Some of the field and laboratory duplicates with low suspended solids (<10 mg/l) exceeded the RPD limits. The difference between duplicates ranged from 1-3 mg/l. The small relative difference between duplicates reflects normal variations associated with sampling and analysis at low concentration levels. Based on professional judgment, the data was not qualified. The results of field and laboratory duplicates and blanks were submitted in a separate Quality Assurance report. 4
8 Table 5.1. Base Flow TSS Loading Data for the Bass River. Site ID: Name Discharge Discharge TSS Loading Surface m 3 / sec cfs mg/l lb/d ft Method June 28, 2004 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan St Meter BR-3 Bear Creek at 104th Ave (Tributary) Meter BR-4 96th Ave Meter BR-5 Winans St Meter BR-6 Stanton St Meter July 15, 2004 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan St Meter BR-3 Bear Creek at 104th Ave (Tributary) Meter BR-4 96th Ave Meter BR-5 Winans St Meter BR-6 Stanton St Meter July 29, 2004 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan St Meter BR-3 Bear Creek at 104th Ave (Tributary) Meter BR-4 96th Ave Meter BR-5 Winans St Meter BR-6 Stanton St Meter 5
9 Table 6.1. Bass River TSS Loading Data for the 0.1 Inch Rain Event on 8/25/04. Site ID: Name Discharge Discharge TSS Loading Loading Water Method m 3 / sec cfs mg/l lb/d lb/hr Elevation (ft) 5:00 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 8:00 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 9:00 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 6
10 Table 6.2. Bass River TSS Loading Data for the 1.1 Inch Rain Event on 8/28/04. Site ID: Name Discharge Discharge TSS Loading Loading Water Method m 3 / sec cfs mg/l lb/d lb/hr Elevation (ft) 4:30 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 6:30 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 7:30 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 10:30 BR-1 Warner (Bass Drive) Meter BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 7
11 Table 6.3. Bass River TSS Loading Data for the 1.3 Inch Rain Event on 11/01/04. Site ID: Name Discharge Discharge TSS Loading Loading Water Method m 3 / sec cfs mg/l lb/d lb/hr Elevation (ft) 4:30 BR-1 Warner (Bass Drive) B Board BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : B Board BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 6:30 BR-1 Warner (Bass Drive) B Board BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 7:30 BR-1 Warner (Bass Drive) B Board BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : B Board BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter BR-1 Warner (Bass Drive) : B Board BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 10:30 BR-1 Warner (Bass Drive) B Board BR-2 Buchanan Street Meter BR-3 Bear Creek at 104th Avenue (Tributary) Meter BR-4 96th Avenue Meter BR-5 Winans Street Meter BR-6 Stanton Street Meter 8
12 Appendix 1 Bass River Watershed Survey Forms for Monitoring Stations
13 10
14 11
15 12
16 13
17 14
18 15
19 16
20 17
21 18
22 19
23 20
24 21
25 Appendix 2 Bass River Watershed Monitoring Station Pictures
26 BR-1 Downstream 23
27 BR-2 Downstream 24
28 BR-3 Downstream 25
29 BR-3 Culvert 26
30 BR-4 Upstream 27
31 BR-4 Culvert 28
32 BR-5 Downstream 29
33 BR-5 Bridge 30
34 BR-6 Upstream 31
35 BR-6 Bridge 32
36 Stormwater Pond 33
37 Stormwater Pond 34
38 Appendix 3 Bass River Watershed MDEQ Rating Curves
39 36
40 37
41 38
42 39
43 40
44 41
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