Preliminary Flow and Solids Monitoring 2003-2004

Preliminary Flow and Solids
Monitoring
2003-2004
Tittabawassee River, Michigan
Prepared for:
The Dow Chemical Company
November 2004
Limno-Tech, Inc.
Excellence in Environmental Solutions Since 1975
Ann Arbor, Michigan
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TABLE OF CONTENTS
1. INTRODUCTION .....................................................................................................1
2. STUDY DESIGN.......................................................................................................2
2.1. General Approach ..............................................................................................2
2.2. Level Monitoring ...............................................................................................5
2.3. Flow and Solids Monitoring ..............................................................................6
2.3.1. Flow Monitoring ....................................................................................... 6
2.3.2. Total Organic Carbon and Total Suspended Solids Sample Collection ... 6
2.3.3. Automated Sampler (ISCO) Configuration and Deployment................... 7
2.4. Laboratory Analysis...........................................................................................8
2.5. Field Documentation..........................................................................................8
3. RESULTS ..................................................................................................................9
4. REFERENCES ........................................................................................................23
APPENDIX A. 2004 ADDENDUM TO THE WORKPLAN
APPENDIX B. MONITORING LOCATIONS, DATES, AND SAMPLING
RESULTS
APPENDIX C. LEVEL SENSOR DATA
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
LIST OF TABLES
Table 1. Summary of Tittabawassee River Flow and Solids Monitoring.................... 2
Table 2. River Monitoring and Sampling Locations ................................................... 3
Table 3. Level Gage Operations and Manual Flow Measurement Events .................. 5
LIST OF FIGURES
Figure 1. River Monitoring and Sampling Locations .................................................. 4
Figure 2. Water Level Time Series for baseline and high flow periods (April to June
2004) ......................................................................................................... 10
Figure 3. Flow Time Series for Three Wet Weather Events (November 2003, March
2004, and May 2004) ................................................................................ 11
Figure 4. Flow Time Series, and TSS and TOC Spatial Distributions for the Dry
Weather Sampling Event (October 22, 2003)........................................... 12
Figure 5. Wet Weather Event 1 (November 19-23, 2003) TSS Profiles ................... 13
Figure 6. Wet Weather Event 1 (November 19-23, 2003) TOC Profiles .................. 14
Figure 7. Wet Weather Event 2 (March 5-10, 2004) TSS Profiles............................ 15
Figure 8. Wet Weather Event 2 (March 5-10, 2004) TOC Profiles........................... 16
Figure 9. Wet Weather Event 3 (May 9-14, 2004) TSS Profiles............................... 17
Figure 10. Wet Weather Event 3 (May 9-14, 2004) TOC Profiles............................ 19
Figure 11. Wet Weather Event 3 (May 9-14, 2004) TSS ISCO Profiles at Two
Tittabawassee River Locations and on the Chippewa River .................... 21
Figure 12. Wet Weather Event 3 (May 9-14, 2004) TOC ISCO Profiles at Two
Tittabawassee River Locations and on the Chippewa River .................... 22
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
1. INTRODUCTION
Flow and solids monitoring was conducted in 2003-2004 on a 24 mile reach of the
Tittabawassee River between Midland, Michigan and the confluence with the
Saginaw River. The study was conducted to gather preliminary data on the mass of
solids transported by the river. This included information about upstream solids
inputs (from upstream of known dioxin contamination areas), solids gained (from
erosion) or lost (to deposition) in each part of the river and floodplain through the
study reach, and solids exported to the Saginaw River.
Specifically, the study was conducted to provide data to support the following
objectives:
•
Improve the understanding of solids deposition and transport through the
river system; and
•
Provide preliminary data supporting an assessment of the stability of river
and floodplain sediments.
The study was conducted in accordance with the 2003 Work Plan for Preliminary
Flow/Solids Monitoring and Sediment Thickness Characterization, Tittabawassee
River, Michigan (LTI, 2003) and a 2004 Addendum to the Workplan (LTI, 2004).
The 2004 Addendum to the Workplan, which includes procedures for automated high
frequency sampling, is included in Appendix A. Water level, flow, and quality (solids
and organic carbon) data were generated under high and low flow conditions. Water
level was monitored continuously during the study period using automated
instruments installed at six bridge locations along the Tittabawassee River. River flow
and water quality were monitored during four sampling events conducted at the six
bridge locations. During the final sampling event, water quality was monitored at
three additional locations using automated high frequency sampling equipment to
provide more detailed data on solids transport into and out of the Tittabawassee
River.
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
2. STUDY DESIGN
The monitoring was conducted along 24 miles of the Tittabawassee River upstream of
the confluence with the Saginaw River during the period from October 10, 2003 to
May 14, 2004. The study was conducted in accordance with the 2003 Work Plan for
Preliminary Flow/Solids Monitoring and Sediment Thickness Characterization,
Tittabawassee River, Michigan (LTI, 2003) and the 2004 Addendum to the Workplan
(LTI, 2004). A Quality Assurance Project Plan (QAPP) is included as an appendix to
the 2003 Workplan. The QAPP outlines quality assurance procedures to ensure that
the data collected are complete, representative, comparable, and have a known and
documented quality. A Health and Safety Plan (HASP) was also developed and
included as an appendix to the Workplan. The HASP includes safety precaution
information and emergency procedures. Information on the procedures used for field
documentation and sample collection, handling, and shipping is also provided in the
Workplan and associated appendices.
2.1. GENERAL APPROACH
River samples and flow measurements were collected during one dry weather event
and three wet weather events. Samples were also collected using automated high
frequency sampling equipment (ISCO samplers) during the third wet weather event.
Additionally, continuous river water levels were recorded throughout the study period
using automated instruments. The water sampling events are summarized in Table 1,
and the locations monitored are presented in Table 2.
Table 1. Summary of Tittabawassee River Flow and Solids Monitoring
Dates
Event
Monitoring Conducted
October 2003 –
ongoing
Continuous
Automated river water level monitoring at 6 bridge
locations1
October 22, 2003
Dry weather
River sampling and flow measurement at 6 bridge
locations
November 19-23, 2003
Wet weather 1
River sampling and flow measurement at 6 bridge
locations
March 5-10, 2004
Wet weather 2
River sampling at 6 bridge locations (no flows
measured due to overbank flooding)
May 9-14, 2004
Wet weather 3
River sampling and flow measurement event at 6
bridge locations1 and 3 automated (ISCO) river
sampling locations
1
In May 2004 as a result of bridge repair work, the State Road location was moved downstream to the
Highway M-46 bridge.
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Table 2. River Monitoring and Sampling Locations
River
Locations
Notes
Tittabawassee
Currie Parkway Bridge (at Emerson Park in
Midland, MI)
Tittabawassee
Gordonville Road Bridge (immediately
downstream of Caldwell Boat Launch)
Tittabawassee
Freeland Road Bridge
Tittabawassee
Tittabawassee Road Bridge
Tittabawassee
State Road Bridge1
October 2003 to May 2004
Tittabawassee
Highway M-46 Bridge
Beginning May 2004
Tittabawassee
Center Road Bridge
Tittabawassee
Upstream Tittabawassee ISCO - Emerson
Park, downstream of boat launch and
Currie Parkway Bridge
Automated (ISCO) sampling
beginning May 2004
Chippewa
Chippewa River ISCO - near confluence at
Whitman Drive
Automated (ISCO) sampling
beginning May 2004
Tittabawassee
Downstream Tittabawassee ISCO - DNR
property, near confluence with Saginaw
River
Automated (ISCO) sampling
beginning May 2004
1
In May 2004 as a result of bridge repair work, the State Road location was moved downstream to the
Highway M-46 bridge.
A map of all monitoring and sampling locations is provided in Figure 1.
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Midland
Chippewa River ISCO
Currie Parkway Bridge
§
¨
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10
t
u
I-75
Upstream ISCO
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20
!
(
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Auburn
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Gordonville Road Bridge
BAY CO
SAGINAW CO
47
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Freeland Road Bridge
MIDLAND CO
s Drain
ee k
W
SAGINAW CO
Freeland
Tittabawassee Road Bridge
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tab
Saginaw
Township
North
aw
a
ss
ee
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State Road Bridge
r
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(
reek
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Saginaw
Township
South
47
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C re ek
M-46 Bridge
Sag
in
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aw
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Center Road Bridge
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)
52
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iv e
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r
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´
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LEGEND
"
) ISCO Sampler Location
Surface Water Sampling and Level Gage Location
1
2
Tittabawassee and
Saginaw River Floodplain
FIGURE 1
SAMPLE LOCATION MAP
3
Miles
Filename: e:\arcinfo\dwtr_spcs\maps\LTI_Sample_Locations.mxd
Revision Date: 09/01/04
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
2.2. LEVEL MONITORING
The purpose of monitoring water levels was to build the foundation for developing
stage-discharge relationships at key locations along the Tittabawassee River. Water
levels were monitored at selected locations using electronic level gages to measure
the incremental gain and loss in flow at each location. The gages provided continuous
data (at 15 minute intervals) on water depth at locations that provide good spatial
coverage of the Tittabawassee River and were downstream of each major tributary.
The sensors were initially installed in early October 2003 on six bridges: Currie
Parkway, Gordonville Road, Freeland Road, Tittabawassee Road, State Road. and
Center Road. A level gage was also installed for a short period of time in the Saginaw
River immediately downstream of the Tittabawassee River at Wickes Park; however,
winter ice flows disabled this gage by early January. No data were obtained from this
gage and it was not reinstalled. Winter ice and/or spring flood conditions disabled
most of the gages for certain periods of time. In May 2004 as a result of bridge repair
work, the State Road gage was removed and a gage was installed downstream at the
Highway M-46 bridge. Table 3 presents the gage locations and operational periods.
Table 3. Level Gage Operations and Manual Flow Measurement Events
Level Gage Operational
Dates
Manual Flow Measurement
Dates
Tittabawassee River at
Currie Parkway Bridge
10/10/03 – present
10/22/03, 11/19-21/03, 5/14/04
Tittabawassee River at
Gordonville Road Bridge
10/10/03 – 1/23/04
4/10/04 – present
10/22/03, 11/19-21/03, 5/14/04
Tittabawassee River at
Freeland Road Bridge
10/10/03 – 3/12/04
4/10/04 – present
10/22/03, 11/19-21/03, 5/14/04
Tittabawassee River at
Tittabawassee Road
Bridge
10/15/03 – 3/12/04
4/10/04 – present
10/22/03, 11/20-21/03, 5/14/04
Tittabawassee River at
State Road Bridge
10/15/03 –2/26/04
4/3/04 – 5/18/04
10/22/03, 11/20-21/03
Tittabawassee River at
Highway M-46 Bridge
5/27/04 – present
Tittabawassee River at
Center Road Bridge
10/10/03 – 12/9/03
4/3/04 – present
Location
Saginaw River at Wickes
Park
10/22/03, 11/20-21/03
No data recovered before
disablement
The level sensing devices employed were pressure transducers with an operating
range of 0-35 feet, allowing for events up to the 100-year recurrence interval to
be monitored. The gage installation at the Gordonville Road Bridge included a
cellular phone and modem device to allow real-time access to level data, for
assistance in mobilizing for wet-weather event monitoring. Gaged depths were
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
referenced to the NAVD 88 vertical datum and gage elevations were established
by conventional survey techniques using benchmarks available on or near each of
the bridges.
2.3. FLOW AND SOLIDS MONITORING
Flow and solids monitoring was conducted by LTI during the events listed in Table 1
and at locations listed in Tables 2 and 3. The river flow criterion for a dry weather
event was low flow conditions. The river flow criterion for a wet weather event was
flow conditions approaching or exceeding 3,500 cfs at the Dow Dam USGS gage.
2.3.1. Flow Monitoring
Flows were measured from bridges using standard USGS techniques employing an
electromagnetic point velocity meter (Marsh–McBirney Flo-Mate 2000) and a bridge
board. To facilitate flow measurement calculations, the angle of each bridge with
respect to the river was recorded. Table 3 presents the dates of manual flow
measurement at each bridge location. Flow data during each event were recorded in
field notebooks and included:
•
Site location,
•
Date and times onsite and offsite,
•
Measurement monitoring point,
•
Distance between measurement points,
•
Depth at each measurement point,
•
Velocities at each measurement point (60% depth or 20% and 80% depths
below water surface),
•
Angle of flow at each measurement point, and
•
Any significant observations regarding monitoring procedures or river
conditions
2.3.2. Total Organic Carbon and Total Suspended Solids Sample
Collection
Water samples were collected for analysis of total organic carbon (TOC) and total
suspended solids (TSS) during one dry weather and three wet weather events, at six
bridge locations. Sampling from bridges was conducted at the centerline of the river,
and depth integrated water samples were collected to characterize solids throughout
the water column. During wet weather event 1, two rounds of samples were collected
on November 19, 2003 (Rising limb of the flow time series plot; Figure 3) and
November 21, 2003 (Falling limb of the flow time series plot; Figure 3). Samples
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
were collected at all bridge locations once, and then, once completed, a second round
of samples were collected at the same locations, in the same order.
Sample
information was recorded into field notebooks and included:
•
Site location,
•
Date and times onsite and offsite,
•
Sample collection time,
•
Sample ID, and
•
Any significant observations regarding monitoring procedures or river
conditions.
An exception to work plan specifications for bridge samples occurred during the
March 10, 2004 flood, when collection of grab samples were necessary because
unusually high river velocities prevented successful implementation of depth
integrated sampling. During the monitoring events, one sample and/or measurement
set per day from each bridge was collected. This deviated from the work plan
specifications of up to three samples per day per bridge location. The change was
made based upon the time requirements associated with implementation of one
sampling crew and one flow monitoring crew during an event.
A complete catalog of all manually collected samples, including the location sampled,
field sample ID, QC sample type, sample collection date and time, TSS and TOC
measurements is presented in Table B-1 in Appendix B.
2.3.3. Automated Sampler (ISCO) Configuration and Deployment
The objective of the ISCO sampler deployment was to provide more detailed data on
solids transport into and out of the Tittabawassee River, by siting samplers on the
Chippewa River, upper Tittabawassee, and lower Tittabawassee River near the
Saginaw River confluence. ISCO samplers were installed prior to the May 2004 wet
weather event adjacent to the river at the three locations listed in Table 2 and shown
in Figure 1. A complete catalog of all samples, including the location sampled, field
sample ID, QC sample type, sample collection date and time, TSS and TOC
measurements, is presented in Table B-2 in Appendix B.
The ISCO sampler is an automated peristaltic pump sampling system that collects
samples at a preset interval and delivers samples to a series of bottles contained in the
sampling device. The ISCO samplers and power supply batteries were contained in a
fiberglass enclosure to protect the equipment from weather and tampering, and a ¼
inch sampling line encased in a protective PVC sleeve extended approximately 20
feet into the river. After being manually activated for an event, the ISCO samplers
pulled samples at 30-minute intervals throughout the duration of the event. The
sampler intakes were located approximately 20 feet from the shoreline and
approximately 2 feet above the sediment bed.
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Data were not collected at the upstream location during a period between May 10,
2004 and May 12, 2004, due to flood conditions that necessitated removing the ISCO
sampler. Samples were recovered on a daily basis during an event; the sample
collection location, date and time for each sample bag was obtained from the ISCO
memory and recorded into a field notebook; and the samples were transported in an
iced cooler back to the LTI Ann Arbor office. At the office each ISCO sample was
aliquoted into two separate laboratory-provided 500 ml plastic sample containers for
TOC and TSS analysis. The containers were labeled with proper ID information and
transported in an iced cooler to the laboratory under chain of custody.
2.4. LABORATORY ANALYSIS
Information on locations, dates and times for water samples collected manually and
using ISCO samplers and shipped for laboratory analysis are presented in Tables B-1
and B-2 of Appendix B. Samples were usually shipped or transported to the
laboratory on the day following collection.
2.5. FIELD DOCUMENTATION
All information pertinent to sampling activities was recorded in field notebooks,
which served as a daily record of events, observations, and measurements during field
activities.
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
3. RESULTS
The data collected during this study were of high quality and met all of the goals of
the study. Furthermore, the total suspended solids and total organic carbon data were
collected over a range of different flow events, including a relatively small fall event
to large events in the spring.
Results of TSS and TOC sampling are presented in Tables B-1 and B-2 in Appendix
B. Results of the water level monitoring are presented on the CD that accompanies
this report (Appendix C) because of the size of the data files. Figure 2 depicts level
data at each of the monitored locations for the period from April 10, 2003 to June 10,
2004. This figure shows an example of baseline water level conditions during the
month of April, followed by high flow levels during the month of May, and the return
to baseline levels in early June. As can be seen in the figure, automated flow sensor
installations were disabled by flood conditions at Freeland Road on May 25, 2004 and
at State Road on May 11, 2004.
Plots of flow time series measured at the USGS Gage 04156000 at Midland, MI, for
the three wet weather events, are presented in Figure 3. Dry weather flows are
presented in Figure 4, along with the results of the dry weather total suspended solids
and total organic carbon sampling. Profiles of total suspended solids and total
organic carbon during wet weather event 1 are presented in Figures 5 and 6,
respectively. Separate plots are presented for the rising limb, peak, falling limb, and
post event periods.
Profiles of total suspended solids and total organic carbon during wet weather event 2
are presented in Figures 7 and 8, respectively. Separate plots are presented for the
rising limb, peak and falling limb.
Profiles of total suspended solids and total organic carbon during wet weather event 3
are presented in Figures 9 and 10, respectively. Separate plots are presented for the
pre-event, rising limb, peak, falling limb and post event periods. Figures 9 and 10
also include the average, minimum and maximum of the ISCO data that were
collected within a time period bracketing the wet weather bridge sampling presented
in each plot.
Wet weather event 3 TSS data collected with ISCO samplers are presented in Figure
11 for three locations: Tittabawassee River upstream, Chippewa River and
Tittabawassee River downstream. These sampling locations were shown previously
on Figure 1. TOC data collected by the ISCO samplers for the same three locations
are presented in Figure 12. Figures 11 and 12 present the average, maximum and
minimum TSS and TOC concentrations recorded within a twelve hour period
(morning and afternoon) for the period May 9 through May 14, 2003. As shown in
Figures 11 and 12, data were not collected at the upstream Tittabawassee River
location during a period between May 11, 2004 and May 12, 2004, due to flood
conditions that necessitated removing the ISCO sampler.
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Level TimeSeries: 4/10/04to6/10/04
610
605
600
Elevation (feet)
595
CurryPkwy
CurryPkwy
GordonvilleRd.
GordonvilleRd.
590
585
FreelandRd.
TittabawasseeRd.
580
TittabawasseeRd.
StateRd.
Center Rd.
Center Rd.
575
570
4/10/04
4/20/04
4/30/04
5/10/04
5/20/04
5/30/04
6/9/04
Figure 2. Water Level Time Series for baseline and high flow periods (April to
June 2004)
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Flow Time Series: Wet Weather Event 1
USGS 04156000 Tittabawassee River at Midland, MI
3500
Flow (cfs)
3000
2500
2000
1500
1000
500
0
11/17/03 0:00
11/19/03 0:00
11/21/03 0:00
11/23/03 0:00
Date
Flow Time Series: Wet Weather Event 2
USGS 04156000 Tittabawassee River at Midland, MI
30000
Flow (cfs)
25000
20000
15000
10000
5000
0
3/4/04 0:00
3/6/04 0:00
3/8/04 0:00
3/10/04 0:00
3/12/04 0:00
3/14/04 0:00
Date
Flow Time Series: Wet Weather Event 3
USGS 04156000 Tittabawassee River at Midland, MI
30000
Flow (cfs)
25000
20000
15000
10000
5000
0
5/7/04 0:00
5/9/04 0:00
5/11/04 0:00
5/13/04 0:00
5/15/04 0:00
5/17/04 0:00
Da te
Figure 3. Flow Time Series for Three Wet Weather Events (November 2003,
March 2004, and May 2004)
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Flow Time Series: Dry Weather Sampling
USGS 04156000 Tittabawassee River at Midland, MI
3500
3000
Flow (cfs)
2500
2000
1500
1000
500
0
10/20/03 0:00
10/21/03 12:00
10/23/03 0:00
10/24/03 12:00
Date
TSS Profile: Dry Weather Sampling
8
Center Rd.
TSS (mg/L)
6
Gordonville Rd.
4
Currie Pkw y
Freeland Rd.
State Rd.
2
Tittabaw assee Rd.
0
30
25
20
15
10
5
0
River Mile
TOC Profile: Dry Weather Sampling
8
Currie Pkw y
State Rd.
Freeland Rd.
Gordonville Rd.
TOC (mg/L)
Center Rd.
Tittabaw assee Rd.
6
4
2
0
30
25
20
15
10
5
0
River Mile
Figure 4. Flow Time Series, and TSS and TOC Spatial Distributions for the Dry
Weather Sampling Event (October 22, 2003)
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TSS Profile: Wet Weather Event 1: Rising Limb
TSS Profile: Wet Weather Event 1: Falling Limb
70
70
1st Round
1st Round
60
2nd Round
TSS (mg/L)
TSS (mg/L)
60
50
40
Center Rd.
30
State Rd.
2nd Round
50
40
Tittabaw assee Rd.
20
Gordonville Rd.
20
Freeland Rd.
10
Currie Pkw y
Gordonville Rd.
0
0
30
25
20
15
10
5
0
30
25
20
River Mile
70
15
10
5
0
River Mile
TSS Profile: Wet Weather Event 1: Post-Event
TSS Profile: Wet Weather Event 1: Peak
70
Gordonville Rd.
60
TSS (mg/L)
60
TSS (mg/L)
Freeland Rd.
Tittabaw assee Rd.
Currie Pkw y
10
Center Rd.
State Rd.
30
50
Tittabaw assee Rd.
40
30
Center Rd.
Freeland Rd.
50
40
30
20
20
Currie Pkw y
Gordonville Rd.
State Rd.
10
10
Currie Pkw y
Tittabaw assee Rd. State Rd.
Center Rd.
Freeland Rd.
0
0
30
25
20
15
River Mile
10
5
0
30
25
20
15
10
5
0
River Mile
Figure 5. Wet Weather Event 1 (November 19-23, 2003) TSS Profiles
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TOC Profile: Wet Weather Event 1: Rising Limb
TOC Profile: Wet Weather Event 1: Falling Limb
8
8
Gordonville Rd.
Tittabawassee Rd.
State Rd.
Center Rd.
Gordonville Rd.
Freeland Rd.
State Rd.
6
TOC (mg/L)
TOC (mg/L)
Currie Pkwy
Center Rd.
Tittabawassee Rd.
Currie Pkwy
4
1st Round
Freeland Rd.
6
4
1st Round
2nd Round
2nd Round
2
2
0
0
30
25
20
15
10
5
0
30
25
20
River Mile
TOC Profile: Wet Weather Event 1: Peak
10
5
0
TOC Profile: Wet Weather Event 1: Post-Event
8
8
Currie Pkwy
Gordonville Rd.
Tittabawassee Rd.
Currie Pkwy
Freeland Rd.
State Rd.
TOC (mg/L)
TOC (mg/L)
15
River Mile
6
Tittabawassee Rd.
Center Rd.
4
Gordonville Rd.
6
State Rd.
Center Rd.
Freeland Rd.
4
2
2
0
0
30
25
20
15
River Mile
10
5
0
30
25
20
15
10
5
0
River Mile
Figure 6. Wet Weather Event 1 (November 19-23, 2003) TOC Profiles
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Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TSS Profile: Wet Weather Event 2: Rising Limb
100
Freeland Rd. Tittabawassee Rd.
TSS (mg/L)
80
Gordonville Rd.
State Rd.
Center Rd.
60
Currie Pkwy
40
20
0
30
25
20
15
10
5
0
River Mile
TSS Profile: Wet Weather Event 2: Peak
100
TSS (mg/L)
80
Center Rd.
Tittabawassee Rd.
60
Gordonville Rd.
State Rd.
Freeland Rd.
40
Currie Pkwy
20
0
30
25
20
15
10
5
0
River Mile
TSS Profile: Wet Weather Event 2: Falling Limb
100
TSS (mg/L)
80
60
40
Currie Pkwy
Gordonville Rd.
Freeland Rd.
State Rd.
Center Rd.
20
Tittabawassee Rd.
0
30
25
20
15
10
5
0
River Mile
Figure 7. Wet Weather Event 2 (March 5-10, 2004) TSS Profiles
Limno-Tech, Inc.
15
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TOC Profile: Wet Weather Event 2: Rising Limb
12
TOC (mg/L)
10
Currie Pkwy
Gordonville Rd.
Freeland Rd.
8
State Rd.
Center Rd.
Tittabawassee Rd.
6
4
2
0
30
25
20
15
10
5
0
River Mile
TOC Profile: Wet Weather Event 2: Peak
12
TOC (mg/L)
10
Tittabawassee Rd.
Currie Pkwy
8
Gordonville Rd.
State Rd.
Center Rd.
Freeland Rd.
6
4
2
0
30
25
20
15
10
5
0
River Mile
TOC Profile: Wet Weather Event 2: Falling Limb
12
TOC (mg/L)
Tittabawassee Rd.
Gordonville Rd.
10
State Rd.
Freeland Rd.
Currie Pkwy
Center Rd.
8
6
4
2
0
30
25
20
15
10
5
0
River Mile
Figure 8. Wet Weather Event 2 (March 5-10, 2004) TOC Profiles
Limno-Tech, Inc.
16
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TSS Profile: Wet Weather Event 3: Pre-Event
200
Bridge Samples
ISCO Chippewa River
ISCO Upstream
ISCO Downstream
TSS (mg/L)
160
120
M-46
80
Freeland Rd.
Currie Pkwy
0
26.00
Tittabawassee Rd.
Gordonville Rd.
40
23.00
20.00
17.00
14.00
11.00
Center Rd.
8.00
5.00
2.00
-1.00
River Mile
TSS Profile: Wet Weather Event 3: Rising Limb
200
Bridge Samples
160
TSS (mg/L)
ISCO Chippewa River
ISCO Downstream
120
M-46
Gordonville Rd.
80
Currie Pkwy
Freeland Rd.
Tittabawassee Rd.
Center Rd.
40
0
26.00
23.00
20.00
17.00
14.00
11.00
8.00
5.00
2.00
-1.00
River Mile
TSS Profile: Wet Weather Event 3: Peak
200
Bridge Samples
ISCO Chippewa River
ISCO Downstream
TSS (mg/L)
160
120
80
40
Gordonville Rd.
Freeland Rd.
Currie Pkwy
0
26.00
23.00
20.00
17.00
14.00
Tittabawassee Rd.
11.00
8.00
M-46
Center Rd.
5.00
2.00
-1.00
River Mile
Figure 9. Wet Weather Event 3 (May 9-14, 2004) TSS Profiles
Limno-Tech, Inc.
17
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TSS Profile: Wet Weather Event 3: Falling Limb
200
TSS (mg/L)
160
Bridge Samples
ISCO Chippew a River
ISCO Upstream
ISCO Dow nstream
120
80
40
Gordonville Rd.
0
26.00
23.00
20.00
Freeland Rd.
17.00
Tittabaw assee Rd.
14.00
11.00
8.00
M-46
Center Rd.
5.00
2.00
-1.00
River Mile
TSS Profile: Wet Weather Event 3: Post-Event
200
TSS (mg/L)
160
Bridge Samples
ISCO Chippew a River
ISCO Upstream
ISCO Dow nstream
120
80
M-46
40
Tittabaw assee Rd.
Currie Pkw y
Gordonville Rd.
0
26.00
23.00
20.00
Freeland Rd.
17.00
14.00
Center Rd.
11.00
8.00
5.00
2.00
-1.00
River Mile
Figure 9 (cont). Wet Weather Event 3 (May 9-14, 2004) TSS Profiles
Limno-Tech, Inc.
18
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TOC Profile: Wet Weather Event 3: Pre-Event
25
Bridge Samples
TOC (mg/L)
20
15
Freeland Rd.
Currie Pkwy
Gordonville Rd.
10
M-46
Tittabawassee Rd.
Center
5
0
26.00
23.00
20.00
17.00
14.00
11.00
8.00
5.00
2.00
-1.00
River Mile
TOC Profile: Wet Weather Event 3: Rising Limb
25
Bridge Samples
20
TOC (mg/L)
ISCO Chippewa River
ISCO Downstream
15
Freeland Rd.
Currie Pkwy
Gordonville Rd.
10
M-46
Tittabawassee Rd.
Center Rd.
5
0
26.00
23.00
20.00
17.00
14.00
11.00
8.00
5.00
2.00
-1.00
River Mile
TOC Profile: Wet Weather Event 3: Peak
25
Bridge Samples
ISCO Downstream
ISCO Chippewa River
TOC (mg/L)
20
15
Currie Pkwy
Freeland
Rd
Gordonville Rd.
10
M-46
Tittabawassee Rd.
Center Rd.
5
0
26.00
23.00
20.00
17.00
14.00
11.00
8.00
5.00
2.00
-1.00
River Mile
Figure 10. Wet Weather Event 3 (May 9-14, 2004) TOC Profiles
Limno-Tech, Inc.
19
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TOC Profile: Wet Weather Event 3: Falling Limb
25
Bridge Samples
ISCO Chippewa River
ISCO Upstream
ISCO Downstream
TOC (mg/L)
20
15
Tittabawassee Rd.
Gordonville Rd.
Freeland Rd.
M-46 Center Rd.
10
5
0
26.00
23.00
20.00
17.00
14.00
11.00
8.00
5.00
2.00
-1.00
River Mile
TOC Profile: Wet Weather Event 3: Post Event
25
TOC (mg/L)
20
15
Bridge Samples
ISCO Chippewa River
ISCO Upstream
ISCO Downstream
Currie Pkwy
M-46
Freeland Rd.
Gordonville Rd.
10
Tittabawassee Rd.
Center Rd.
5
0
26.00
23.00
20.00
17.00
14.00
11.00
8.00
5.00
2.00
-1.00
River Mile
Figure 10 (cont.). Wet Weather Event 3 (May 9-14, 2004) TOC Profiles
Limno-Tech, Inc.
20
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TSS (ISCO) Time Series: Wet Weather Event 3:
Upstream
200
TSS (mg/L)
160
120
80
40
0
5/9/04
PM
5/10/04 5/10/04 5/11/04 5/11/04 5/12/04 5/12/04 5/13/04 5/13/04 5/14/04
AM
PM
AM
PM
AM
PM
AM
PM
AM
TSS (ISCO) Time Series: Wet Weather Event 3:
Chippewa River
200
TSS (mg/L)
160
120
80
40
0
5/9/04
PM
5/10/04 5/10/04 5/11/04 5/11/04 5/12/04 5/12/04 5/13/04 5/13/04 5/14/04
AM
PM
AM
PM
AM
PM
AM
PM
AM
TSS (ISCO) Time Series: Wet Weather Event 3:
Downstream
200
TSS (mg/L)
160
120
80
40
0
5/9/04
PM
5/10/04 5/10/04 5/11/04 5/11/04 5/12/04 5/12/04 5/13/04 5/13/04 5/14/04
AM
PM
AM
PM
AM
PM
AM
PM
AM
Figure 11. Wet Weather Event 3 (May 9-14, 2004) TSS ISCO Profiles at Two
Tittabawassee River Locations and on the Chippewa River
Limno-Tech, Inc.
21
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
TOC (ISCO) Time Series: Wet Weather Event 3:
Upstream
25
TOC (mg/L)
20
15
10
5
0
5/9/04
PM
5/10/04 5/10/04 5/11/04 5/11/04 5/12/04 5/12/04 5/13/04 5/13/04 5/14/04
AM
PM
AM
PM
AM
PM
AM
PM
AM
TOC (ISCO) Time Series: Wet Weather Event 3:
Chippewa River
25
TOC (mg/L)
20
15
10
5
0
5/9/04
PM
5/10/04 5/10/04
AM
PM
5/11/04 5/11/04
AM
PM
5/12/04 5/12/04 5/13/04 5/13/04
AM
PM
AM
PM
5/14/04
AM
TOC (ISCO) Time Series: Wet Weather Event 3:
Downstream
25
TOC (mg/L)
20
15
10
5
0
5/9/04
PM
5/10/04 5/10/04 5/11/04 5/11/04 5/12/04 5/12/04 5/13/04 5/13/04 5/14/04
AM
PM
AM
PM
AM
PM
AM
PM
AM
Figure 12. Wet Weather Event 3 (May 9-14, 2004) TOC ISCO Profiles at Two
Tittabawassee River Locations and on the Chippewa River
Limno-Tech, Inc.
22
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
4. REFERENCES
Limno-Tech, Inc. (LTI). 2003. Work Plan for Preliminary Flow/Solids Monitoring
and Sediment Thickness Characterization, Titabawassee River, Michigan.
November.
Limno-Tech, Inc. (LTI). 2004. Work Plan for Preliminary Flow/Solids Monitoring
and Sediment Thickness Characterization, Titabawassee River, Michigan.
Addendum No.3. ISCO Sampler Deployment. April.
Limno-Tech, Inc.
23
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
APPENDIX A. 2004 ADDENDUM TO THE WORKPLAN
Limno-Tech, Inc.
WORKPLAN FOR PRELIMINARY FLOW/SOLIDS MONITORING AND SEDIMENT
THICKNESS CHARACTERIZATION
TITTABAWASSEE RIVER, MICHIGAN
Addendum No. 3
ISCO Sampler Deployment
Introduction
This document is an addendum to the “Work Plan for Preliminary Flow and Solids
Monitoring and Sediment Thickness Characterization” submitted as a final document to
the Michigan DEQ in November of 2003 (LTI, 2003). The work plan is currently posted
on the DEQ web site at: http://www.deq.state.mi.us/documents/deq-whm-hwrpDow_IRA_WP-FlowSolids.pdf
Objective
The objective of the ISCO Sampler deployment is to provide much more detailed data on
solids transport into and out of the Tittabawassee River, by siting samplers on the
Chippewa River, upper Tittabawassee, and lower Tittabawassee River near the Saginaw
River confluence. ISCO sampling will be performed in conjunction with the ongoing
wet-weather flow and solids sampling described in the above-referenced work plan.
Sampler Configuration and Deployment
The ISCO sampler is an automated peristaltic pump sampling system that monitors river
stage and triggers sampling when a preset stage threshold is reached. When the stage
criterion is exceeded, the sampler collects samples at a preset interval and delivers
samples to a series of bottles contained in the sampling device. ISCO samplers will be
located adjacent to the river, with a ¼” sampling line encased in a protective PVC sleeve
extending approximately 20 feet into the river (Figure 1). The ISCO Sampler and
batteries are contained in a fiberglass enclosure to protect the equipment from weather
and tampering (Figure 2).
Samplers will be located at the following locations:
•
•
•
Upstream Tittabawassee: Emerson Park, near Currie Parkway Bridge (Figure 3)
Chippewa River: near confluence at Whitman Drive (Figure 4)
Downstream Tittabawassee: DNR property, near confluence with Saginaw River
(Figure 5)
Permissions for instrument deployment at these locations have been granted by the City
of Midland and the Michigan DEQ.
Samplers will be configured to trigger at a stage corresponding to approximately a 3month recurrence interval flow event (xx cfs) and will sample at a 30 minute interval
following initiation of the high flow event and throughout the duration of the event. The
sampler intake will be located approximately 20 feet from the shoreline, and will sample
at a depth approximately 2 feet from the sediment bed. During the monitoring period,
samplers will be checked on a weekly basis to verify battery charge, check for false
starts, and verify depth sensor operation.
Figure 1: ISCO sampler, sampling tube and PVC sleeve
Figure 2: ISCO sampler and enclosure
Sample Preparation and Analytical Methods
Following the event, samples will be recovered from the sampler, placed in coolers, and
shipped to the laboratory for analysis with other samples collected as part of the larger
flow and solids monitoring effort described in the work plan. Details on sample
preparation, analytical methods, sample handling, and quality assurance practices are
contained in the work plan.
Chain of Custody Documentation
Completed chain of custody forms will be required for all samples. The chain of custody
form will contain the sample’s identification number, sample date and time, sample
description, sample type, sample preservation, and analyses required. The original chain
of custody form will accompany the samples to the laboratory. The forms will remain
with the samples at all times. The samples and signed chain of custody forms will remain
in the possession of the sampling crew until the samples are delivered to the express
carrier. Samples of chain of custody forms are included in the original Work Plan (LTI,
2003).
References
Limno-Tech, Inc., 2003. Work Plan for Preliminary Flow/Solids Monitoring and
Sediment Thickness Characterization. Submitted to MDEQ November, 2003, posted at:
http://www.deq.state.mi.us/documents/deq-whm-hwrp-Dow_IRA_WP-FlowSolids.pdf
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
APPENDIX B. MONITORING LOCATIONS, DATES, AND SAMPLING
RESULTS
Limno-Tech, Inc.
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Table B-1. Manually Collected Water Samples
Location
Currie Pkwy
Field Blank
Gordonville Rd
Freeland Rd
Tittabawassee Rd
State Rd
State Rd
Center Rd
Currie Pkwy
Gordonville Rd
Freeland Rd
Tittabawassee Rd
State Rd
State Rd
Center Rd
Currie Pkwy
Gordonville Rd
Freeland Rd
Tittabawassee Rd
State Rd
Center Rd
Currie Pkwy
Gordonville Rd
Freeland Rd
Tittabawassee Rd
State Rd
Center Rd
Currie Pkwy
Gordonville Rd
Freeland Rd
Tittabawassee Rd
State Rd
Center Rd
Currie Pkwy
Gordonville Rd
Freeland Rd
Tittabawassee Rd
State Rd
Center Rd
Center Rd
Field Blank
Field Blank
Currie Pkwy
Gordonville Rd
Freeland Rd
Freeland Rd
Tittabawassee Rd
State Rd
Center Rd
Shiawassee WR [1]
Field Sample ID
TR1-102203-1124
TRFB-102203-1000
TR2-102203-1324
TR3-102203-1436
TR4-102203-1640
TR5-102203-1805
TR-102203-DUPE
TR6-102203-1925
TR1-111903-1350
TR2-111903-1420
TR3-111903-1445
TR4-111903-1505
TR5-111903-1525
DUP-1
TR6-111903-1550
TR1-111903-1635
TR2-111903-1705
TR3-111903-1730
TR4-111903-1755
TR5-111903-1815
TR6-111903-1830
TR1-112003-0920
TR2-112003-0943
TR3-112003-1010
TR4-112003-1030
TR5-112003-1045
TR6-112003-1130
TR1-112103-0840
TR2-112103-0905
TR3-112103-0923
TR4-112103-0940
TR5-112103-1000
TR6-112103-1030
TR1-112103-1205
TR2-112103-1230
TR3-112103-1250
TR4-112103-1320
TR5-112103-1340
TR6-112103-1400
TR-112103-DUP
TR-112103-1430
FB 4
TR1-112303-1100
TR2-112303-1140
TR3-112303-1200
DUP 4
TR4-112303-1225
TR5-112303-1245
TR6-112303-1315
Shiawassee 1a
Shiawassee WR [1]
Shiawassee 1b
Shiawassee WR [2]
Shiawassee 2a
Shiawassee WR [2]
Shiawassee 2b
Imerman Park [3]
Imerman 1a
Limno-Tech, Inc.
QC Sample
Type
Field blank
Field duplicate
Field duplicate
Field duplicate
Field blank
Field duplicate
Sample
Sample
Collection Collection TOC
TSS
(mg/L) (mg/L)
Notes
Date
Time
10/22/03
9:42
6.9
3.0
10/22/03
10:00
0.1
1.0
10/22/03
13:17
6.1
4.0
10/22/03
14:40
6.6
3.0
10/22/03
16:40
6.6
ND
10/22/03
18:10
7.0
2.0
10/22/03
18:10
7.0
5.0
10/22/03
19:30
7.0
6.0
11/19/03
13:50
5.6
6.0
11/19/03
14:20
5.9
14.0
11/19/03
14:45
5.9
4.0
11/19/03
15:05
5.8
16.0
11/19/03
15:25
5.7
24.0
11/19/03
15:28
5.7
17.0
11/19/03
15:50
5.7
25.0
11/19/03
16:35
5.7
4.0
11/19/03
17:05
6.1
13.0
11/19/03
17:30
5.8
14.0
11/19/03
17:55
5.8
18.0
11/19/03
18:15
5.7
19.0
11/19/03
18:30
5.6
27.0
11/20/03
9:20
6.0
21.0
11/20/03
9:43
6.3
64.0
11/20/03
10:10
6.3
34.0
11/20/03
10:30
6.2
35.0
11/20/03
10:45
6.1
21.0
11/20/03
11:30
6.0
36.0
11/21/03
8:40
6.4
4.0
11/21/03
9:05
6.9
14.0
11/21/03
9:23
6.8
21.0
11/21/03
9:40
6.7
22.0
11/21/03
10:00
6.7
22.0
11/21/03
10:30
6.6
33.0
11/21/03
12:05
6.3
1.0
11/21/03
12:30
7.0
18.0
11/21/03
12:50
6.9
19.0
11/21/03
13:20
6.9
21.0
11/21/03
13:40
6.8
29.0
11/21/03
14:00
6.6
30.0
11/21/03
14:05
6.6
26.0
11/21/03
14:30
ND
3.0
11/23/03
0:00
0.2
ND
11/23/03
11:00
6.6
1.0
11/23/03
11:40
7.1
8.0
11/23/03
12:00
7.0
9.0
11/23/03
12:05
7.0
6.0
11/23/03
12:25
6.9
7.0
11/23/03
12:45
6.8
8.0
11/23/03
13:15
6.6
8.0
3/5/04
15:20
8.4
52.0 River in flood condition
over banks
3/5/04
15:20
8.3
49.0 River in flood condition
over banks
3/5/04
15:45
8.5
21.0 River in flood condition
over banks
3/5/04
15:45
8.5
15.0 River in flood condition
over banks
3/5/04
17:15
8.6
44.0 River in flood condition
over banks
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Sample
Sample
Collection Collection TOC
TSS
Location
Field Sample ID
(mg/L) (mg/L)
Notes
Date
Time
Imerman Park [3]
Imerman 1b
3/5/04
17:15
8.5
44.0 River in flood condition
over banks
Imerman Park [4]
Imerman 2a
3/5/04
17:40
8.5
22.0 River in flood condition
over banks
Imerman Park [4]
Imerman 2b
3/5/04
17:40
8.4
17.0 River in flood condition
over banks
Currie Pkwy
TR1-030604-1115
3/6/04
11:15
8.9
53.0
Gordonville Rd
TR2-030604-1225
3/6/04
12:25
8.8
71.0 partial vertical integrated
sample, can't hit bottom
with DH-76 because of
water velocity
Freeland Rd
TR3-030604-1245
3/6/04
12:45
8.7
88.0 partial vertical integrated
sample, can't hit bottom
with DH-76 because of
water velocity
Freeland Festival Park [5] FREE-030604-1315
3/6/04
13:15
9.0
57.0 Flood conditions
Tittabawassee Rd
TR4-030604-1330
3/6/04
13:30
8.7
86.0 grab sample, can't hit
bottom because of current
State Rd
TR5-030604-1430
3/6/04
14:30
8.7
77.0 grab sample, can't hit
bottom because of current
Imerman Park [6]
IMPK-030604-1440
3/6/04
14:40
8.8
37.0 Flood conditions
Center Rd
TR6-030604-1500
3/6/04
15:00
8.6
79.0 grab sample, can't hit
bottom because of current
Shiawassee WR [7]
SHIA-030604-1520
3/6/04
15:20
8.7
24.0 Flood conditions
Currie Pkwy
TR1-030704-1150
3/7/04
11:50
9.0
40.0 grab sample using JK2000
Currie Pkwy
DUP1
Field duplicate
3/7/04
11:50
8.9
38.0
Gordonville Rd
TR2-030704-1240
3/7/04
12:40
9.0
47.0
Freeland Rd
TR3-030704-1320
3/7/04
13:20
8.9
52.0
Freeland Festival Park [8] TR3A-030704-1330
3/7/04
13:30
8.8
52.0 sample taken with pole on
park driveway, 5th rail pole
from parking lot
Tittabawassee Rd
TR4-030704-1400
3/7/04
14:00
8.9
53.0
Imerman Park [9]
TR4A-030704-1420
3/7/04
14:20
8.7
44.0 sampled with pole
State Rd
TR5-030704-1445
3/7/04
14:45
8.8
55.0
Center Rd
TR6-030704-1530
3/7/04
15:30
8.7
62.0
Shiawassee WR [10]
TR6A-030704-1545
3/7/04
15:45
8.7
120.0
Currie Pkwy
TR1-031004-1100
3/10/04
11:00
10.0
24.0
Gordonville Rd
TR2-031004-1140
3/10/04
11:40
9.8
23.0
Freeland Rd
TR3-031004-1215
3/10/04
12:15
9.9
24.0
Tittabawassee Rd
TR4-031004-1235
3/10/04
12:35
9.8
22.0
State Rd
TR5-031004-1255
3/10/04
12:55
9.9
25.0
State Rd
DUP02
Field duplicate
3/10/04
12:55
9.8
23.0
Center Rd
TR6-031004-1325
3/10/04
13:25
9.8
23.0
Currie Pkwy
050904-SFW-02188
05/09/04
10:15
13.0
64.0
Gordonville Rd
050904-SFW-02189
05/09/04
10:45
13.0
59.0
Freeland Rd
050904-SFW-02190
05/09/04
11:15
12.0
59.0
Tittabawassee Rd
050904-SFW-02191
05/09/04
11:40
12.0
64.0
M-46
050904-SFW-02192
05/09/04
12:05
12.0
68.0
Center Rd
050904-SFW-02193
05/09/04
12:30
11.0
65.0
Currie Pkwy
051004-SFW-02194
05/10/04
14:05
12.0
55.0
Gordonville Rd
051004-SFW-02195
05/10/04
16:00
12.0
67.0
Freeland Rd
051004-SFW-02196
05/10/04
16:30
12.0
66.0
Tittabawassee Rd
051004-SFW-02197
05/10/04
17:00
12.0
67.0
M-46
051004-SFW-02198
05/10/04
17:30
12.0
86.0
Center Rd
051004-SFW-02199
05/10/04
17:50
12.0
68.0
Currie Pkwy
051104-SFW-02200
05/11/04
8:25
13.0
2.0
Gordonville Rd
051104-SFW-02201
05/11/04
9:55
13.0
15.0
Freeland Rd
051104-SFW-02202
05/11/04
10:12
12.0
17.0
Tittabawassee Rd
051104-SFW-02203
05/11/04
11:00
12.0
12.0
M-46
051104-SFW-02204
05/11/04
11:30
12.0
8.0
Center Rd
051104-SFW-02205
05/11/04
11:48
12.0
9.0
Center Rd
051104-SFWField duplicate 05/11/04
11:48
12.0
12.0
02205-FD
QC Sample
Type
Limno-Tech, Inc.
Flow and Solids Monitoring: Tittabawassee River, MI
Location
Gordonville Rd
Freeland Rd
Tittabawassee Rd
M-46
Center Rd
Currie Pkwy
Currie Pkwy
Gordonville Rd
Freeland Rd
Freeland Rd
Tittabawassee Rd
M-46
Center Rd
Field Sample ID
051204-SFW-02219
051204-SFW-02220
051204-SFW-02221
051204-SFW-02222
051204-SFW-02223
051404-SFW-02233
051404-SFW-02233
051404-SFW-02234
051404-SFW-02235
051404-SFW02235-FD
051404-SFW-02236
051404-SFW-02237
051404-SFW-02238
November, 2004
Sample
Sample
Collection Collection TOC
TSS
(mg/L) (mg/L)
Date
Time
05/12/04
10:05
12.0
13.0
05/12/04
10:25
13.0
13.0
05/12/04
10:50
13.0
12.0
05/12/04
11:10
13.0
11.0
05/12/04
11:30
13.0
13.0
05/14/04
9:10
14.0
18.0
5/14/04
9:10
14.0
18.0
05/14/04
10:50
12.0
25.0
05/14/04
11:20
12.0
26.0
Field duplicate 05/14/04
11:20
12.0
28.0
QC Sample
Type
05/14/04
05/14/04
05/14/04
11:50
16:45
17:20
12.0
12.0
12.0
Notes
23.0
30.0
25.0
ND: Not Detected
NA: Not Analyzed
Table 4 Notes:
[1] Shiawassee WR: samples collected 10 ft inland from center of River Trail & 60 ft downstream from the point where River Trail
meets the river and makes a right angle turn downstream along river
[2] Shiawassee WR: 50 ft inland from Shiawassee 1 location
[3] Imerman Park: ~100-150 ft inland from normal river bank (near proposed clay pads transect) at flood water's edge, located on
river side of soil mound upstream of boat launch parking lot
[4] Imerman Park: ~100 ft inland from soil mound upstream of boat launch parking lot, near proposed clay pads transect in another
disconnected body of water from Imerman 1a&b
[5], [6], [7]: sample locations not recorded in field notes
[8] Freeland Festival Park: sample taken with pole on park driveway, 5th rail pole from parking lot
[9] Imerman Park: entrance road by big sign with park info.; GPS 43 deg 27' 30.480", 84 deg 04' 43.83"
[10] Shiawassee WR: parking lot, E side; GPS 43 deg 23' 24.204", 84 deg 00' 43.32"
Limno-Tech, Inc.
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
Table B-2. ISCO Collected Water Samples
QC Sample
Type
Sample
Sample
Collection Collection TOC
Date
Time
(mg/L)
05/09/04
10:27
NA
TSS
(mg/L)
60.0
Location
Chippewa River ISCO
Field Sample ID
050904(a)-SFW-02187
Chippewa River ISCO
050904(b)-SFW-02187
05/09/04
11:27
NA
93.0
Chippewa River ISCO
050904(c)-SFW-02187
05/09/04
12:27
NA
90.0
Chippewa River ISCO
050904(d)-SFW-02187
05/09/04
13:27
NA
96.0
Chippewa River ISCO
050904(e)-SFW-02187
05/09/04
14:27
NA
110.0
Chippewa River ISCO
050904(f)-SFW-02187
05/09/04
15:27
NA
120.0
Chippewa River ISCO
050904(g)-SFW-02187
05/09/04
16:27
NA
130.0
Chippewa River ISCO
050904(h)-SFW-02187
05/09/04
17:27
NA
140.0
Chippewa River ISCO
050904(i)-SFW-02187
05/09/04
18:27
NA
110.0
Chippewa River ISCO
050904(j)-SFW-02187
05/09/04
19:27
NA
100.0
Chippewa River ISCO
050904(k)-SFW-02187
05/09/04
20:27
NA
120.0
Chippewa River ISCO
050904(l)-SFW-02187
05/09/04
21:27
NA
140.0
Chippewa River ISCO
050904(m)-SFW-02187
05/09/04
22:27
NA
150.0
Chippewa River ISCO
050904(n)-SFW-02187
05/09/04
23:27
NA
180.0
Chippewa River ISCO
051004(a)-SFW-02206
05/10/04
00:27
NA
180.0
Chippewa River ISCO
051004(b)-SFW-02206
05/10/04
1:27
NA
160.0
Chippewa River ISCO
051004(c)-SFW-02206
05/10/04
2:27
NA
150.0
Chippewa River ISCO
051004(d)-SFW-02206
05/10/04
3:27
NA
150.0
Chippewa River ISCO
051004(e)-SFW-02206
05/10/04
4:27
NA
130.0
Chippewa River ISCO
051004(f)-SFW-02206
05/10/04
5:27
NA
130.0
Chippewa River ISCO
051004(g)-SFW-02206
05/10/04
6:27
NA
130.0
Chippewa River ISCO
051004(h)-SFW-02206
05/10/04
7:27
NA
130.0
Chippewa River ISCO
051004(i)-SFW-02206
05/10/04
8:27
NA
120.0
Chippewa River ISCO
051004(j)-SFW-02206
05/10/04
9:27
NA
120.0
Chippewa River ISCO
051004(a)-SFW-02213
05/10/04
15:20
12.0
130.0
Chippewa River ISCO
051004(b)-SFW-02213
05/10/04
16:20
12.0
120.0
Chippewa River ISCO
051004(c)-SFW-02213
05/10/04
17:20
12.0
120.0
Chippewa River ISCO
051004(c)-SFW-02213-FD
05/10/04
17:20
12.0
120.0
Chippewa River ISCO
051004(d)-SFW-02213
05/10/04
18:20
12.0
110.0
Chippewa River ISCO
051004(e)-SFW-02213
05/10/04
19:20
12.0
110.0
Chippewa River ISCO
051004(f)-SFW-02213
05/10/04
20:20
12.0
110.0
Chippewa River ISCO
051004(g)-SFW-02213
05/10/04
21:20
12.0
120.0
Chippewa River ISCO
051004(h)-SFW-02213
05/10/04
22:20
12.0
100.0
Chippewa River ISCO
051004(i)-SFW-02213
05/10/04
23:20
11.0
89.0
Chippewa River ISCO [1]
051004(a)-SFW-02214
05/11/04
00:20
12.0
110.0
Chippewa River ISCO [1]
051004(b)-SFW-02214
05/11/04
1:20
11.0
110.0
Chippewa River ISCO [1]
051004(c)-SFW-02214
05/11/04
2:20
12.0
110.0
Chippewa River ISCO [1]
051004(d)-SFW-02214
05/11/04
3:20
12.0
120.0
05/11/04
3:20
12.0
67.0
05/11/04
4:20
11.0
85.0
Field duplicate
Chippewa River ISCO [1]
051104(d)-SFW-02214-FD
Chippewa River ISCO [1]
051004(e)-SFW-02214
Chippewa River ISCO
051104(f)-SFW-02214
05/11/04
5:20
11.0
59.0
Chippewa River ISCO
051104(g)-SFW-02214
05/11/04
6:20
11.0
50.0
Chippewa River ISCO
051104(h)-SFW-02214
05/11/04
7:20
12.0
73.0
Limno-Tech, Inc.
Field duplicate
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
QC Sample
Type
Sample
Sample
Collection Collection TOC
Date
Time
(mg/L)
05/11/04
8:20
11.0
TSS
(mg/L)
66.0
Location
Chippewa River ISCO
Field Sample ID
051104(i)-SFW-02214
Chippewa River ISCO
051104(a)-SFW-02215
05/11/04
9:20
11.0
76.0
Chippewa River ISCO
051104(b)-SFW-02215
05/11/04
10:20
12.0
87.0
Chippewa River ISCO
051104(c)-SFW-02215
05/11/04
11:20
11.0
60.0
Chippewa River ISCO
051104(d)-SFW-02215
05/11/04
12:20
11.0
75.0
Chippewa River ISCO
051104(e)-SFW-02215
05/11/04
13:20
11.0
76.0
Chippewa River ISCO
051104(f)-SFW-02215
05/11/04
14:20
11.0
75.0
Chippewa River ISCO
051104(g)-SFW-02215
05/11/04
15:20
11.0
87.0
Chippewa River ISCO
051104(h)-SFW-02215
05/11/04
16:20
11.0
95.0
Chippewa River ISCO
051104(i)-SFW-02215
05/11/04
17:20
12.0
74.0
Chippewa River ISCO
051104(j)-SFW-02215
05/11/04
18:20
11.0
62.0
Chippewa River ISCO
051104(j)-SFW-02215-FD
05/11/04
18:20
12.0
69.0
Field duplicate
Chippewa River ISCO
051104(k)-SFW-02215
05/11/04
19:20
11.0
69.0
Chippewa River ISCO
051104(l)-SFW-02215
05/11/04
20:20
12.0
69.0
Chippewa River ISCO
051104(m)-SFW-02215
05/11/04
21:20
11.0
64.0
Chippewa River ISCO
051104(n)-SFW-02215
05/11/04
22:20
12.0
65.0
Chippewa River ISCO
051104(o)-SFW-02215
05/11/04
23:20
12.0
60.0
Chippewa River ISCO
051204(a)-SFW-02216
05/12/04
00:20
11.0
190.0
Chippewa River ISCO
051204(b)-SFW-02216
05/12/04
1:20
11.0
83.0
Chippewa River ISCO
051204(c)-SFW-02216
05/12/04
2:20
11.0
86.0
Chippewa River ISCO
051204(d)-SFW-02216
05/12/04
3:20
11.0
70.0
Chippewa River ISCO
051204(e)-SFW-02216
05/12/04
4:20
11.0
74.0
Chippewa River ISCO
051204(f)-SFW-02216
05/12/04
5:20
11.0
76.0
Chippewa River ISCO
051204(g)-SFW-02216
Chippewa River ISCO
051204(g)-SFW-02216-FD
Chippewa River ISCO
051204(h)-SFW-02216
05/12/04
7:20
11.0
66.0
Chippewa River ISCO
051204(i)-SFW-02216
05/12/04
8:20
11.0
71.0
Chippewa River ISCO
051204(a)-SFW-02227
05/12/04
9:12
11.0
57.0
Chippewa River ISCO
051204(b)-SFW-02227
05/12/04
11:12
11.0
44.0
Chippewa River ISCO
051204(c)-SFW-02227
05/12/04
13:12
12.0
40.0
Chippewa River ISCO
051204(d)-SFW-02227
05/12/04
15:12
11.0
41.0
Chippewa River ISCO
051204(e)-SFW-02227
05/12/04
17:12
12.0
30.0
Chippewa River ISCO
051204(f)-SFW-02227
05/12/04
19:12
11.0
35.0
Chippewa River ISCO
051204(g)-SFW-02227
05/12/04
21:12
11.0
36.0
Chippewa River ISCO
051204(h)-SFW-02227
Chippewa River ISCO
051204(h)-SFW-02227-FD
Chippewa River ISCO
Chippewa River ISCO
Field duplicate
05/12/04
6:20
11.0
65.0
05/12/04
6:20
11.0
64.0
05/12/04
23:12
11.0
39.0
05/12/04
23:12
12.0
39.0
051304(a)-SFW-02228
05/13/04
1:12
11.0
44.0
051304(b)-SFW-02228
05/13/04
3:12
11.0
42.0
Chippewa River ISCO
051304(c)-SFW-02228
05/13/04
5:12
12.0
44.0
Chippewa River ISCO
051304(d)-SFW-02228
05/13/04
7:12
11.0
53.0
Chippewa River ISCO
051304(e)-SFW-02228
05/13/04
9:12
12.0
32.0
Chippewa River ISCO
051304(f)-SFW-02228
05/13/04
11:12
11.0
50.0
Chippewa River ISCO
051304(g)-SFW-02228
05/13/04
13:12
11.0
42.0
Chippewa River ISCO
051304(h)-SFW-02228
05/13/04
15:12
11.0
52.0
Chippewa River ISCO
051304(i)-SFW-02228
05/13/04
17:12
11.0
48.0
Chippewa River ISCO
051304(j)-SFW-02228
05/13/04
19:12
11.0
49.0
Limno-Tech, Inc.
Field duplicate
Flow and Solids Monitoring: Tittabawassee River, MI
Location
Chippewa River ISCO
Field Sample ID
051304(k)-SFW-02228
Chippewa River ISCO
051304(k)-SFW-02228-FD
November, 2004
QC Sample
Type
Field duplicate
Sample
Sample
Collection Collection TOC
Date
Time
(mg/L)
05/13/04
21:12
11.0
TSS
(mg/L)
35.0
05/13/04
21:12
11.0
46.0
Chippewa River ISCO
051304(l)-SFW-02228
05/13/04
23:12
11.0
48.0
Chippewa River ISCO
051404(a)-SFW-02229
05/14/04
1:12
11.0
34.0
Chippewa River ISCO
051404(b)-SFW-02229
05/14/04
3:12
11.0
44.0
Chippewa River ISCO
051404(c)-SFW-02229
05/14/04
5:12
12.0
40.0
Chippewa River ISCO
051404(d)-SFW-02229
05/14/04
7:12
11.0
41.0
Upstream Tittabawassee River ISCO
050904(a)-SFW-02209
05/09/04
9:56
NA
76.0
Upstream Tittabawassee River ISCO
050904(b)-SFW-02209
05/09/04
10:56
NA
63.0
Upstream Tittabawassee River ISCO
050904(c)-SFW-02209
05/09/04
11:56
NA
62.0
Upstream Tittabawassee River ISCO
050904(d)-SFW-02209
05/09/04
12:56
NA
93.0
Upstream Tittabawassee River ISCO
050904(e)-SFW-02209
05/09/04
13:56
NA
48.0
Upstream Tittabawassee River ISCO
050904(f)-SFW-02209
05/09/04
14:56
NA
47.0
Upstream Tittabawassee River ISCO
050904(g)-SFW-02209
05/09/04
15:56
NA
58.0
Upstream Tittabawassee River ISCO
050904(h)-SFW-02209
05/09/04
16:56
NA
39.0
Upstream Tittabawassee River ISCO
050904(i)-SFW-02209
05/09/04
17:56
NA
60.0
Upstream Tittabawassee River ISCO
050904(i)-SFW-02209-FD
05/09/04
17:56
NA
42.0
Upstream Tittabawassee River ISCO
050904(j)-SFW-02209
05/09/04
18:56
NA
41.0
Upstream Tittabawassee River ISCO
050904(k)-SFW-02209
05/09/04
19:56
NA
72.0
Upstream Tittabawassee River ISCO
050904(l)-SFW-02209
05/09/04
20:56
NA
46.0
Upstream Tittabawassee River ISCO
050904(m)-SFW-02209
05/09/04
21:56
NA
65.0
Upstream Tittabawassee River ISCO
050904(n)-SFW-02209
05/09/04
22:56
NA
49.0
Upstream Tittabawassee River ISCO
050904(n)-SFW-02209-FD
05/09/04
22:56
NA
38.0
Upstream Tittabawassee River ISCO
050904(o)-SFW-02209
05/09/04
23:56
NA
46.0
Upstream Tittabawassee River ISCO
051004(a)-SFW-02210
05/10/04
00:56
NA
7.0
Upstream Tittabawassee River ISCO
051004(b)-SFW-02210
05/10/04
1:56
NA
ND
Upstream Tittabawassee River ISCO
051004(c)-SFW-02210
05/10/04
2:56
NA
5.0
Upstream Tittabawassee River ISCO
051004(d)-SFW-02210
05/10/04
3:56
NA
2.0
Upstream Tittabawassee River ISCO
051004(e)-SFW-02210
05/10/04
4:56
NA
6.0
Upstream Tittabawassee River ISCO
051004(f)-SFW-02210
05/10/04
5:56
NA
ND
Upstream Tittabawassee River ISCO
051004(g)-SFW-02210
05/10/04
6:56
NA
ND
Upstream Tittabawassee River ISCO
051004(h)-SFW-02210
05/10/04
7:56
NA
ND
Upstream Tittabawassee River ISCO
051204(a)-SFW-02224
05/12/04
8:23
13.0
ND
Upstream Tittabawassee River ISCO
051204(b)-SFW-02224
05/12/04
10:23
13.0
17.0
Field duplicate
Field duplicate
Upstream Tittabawassee River ISCO
051204(c)-SFW-02224
05/12/04
12:23
12.0
ND
Upstream Tittabawassee River ISCO
051204(d)-SFW-02224
05/12/04
14:23
13.0
10.0
Upstream Tittabawassee River ISCO
051204(e)-SFW-02224
05/12/04
16:23
13.0
ND
Upstream Tittabawassee River ISCO
051204(g)-SFW-02224
05/12/04
20:23
14.0
ND
Upstream Tittabawassee River ISCO
051204(h)-SFW-02224
Upstream Tittabawassee River ISCO
051204(h)-SFW-02224-FD
05/12/04
22:23
23.0
ND
05/12/04
22:23
14.0
11.0
Upstream Tittabawassee River ISCO
Upstream Tittabawassee River ISCO
051304(a)-SFW-02225
05/13/04
00:23
14.0
ND
051304(b)-SFW-02225
05/13/04
2:23
14.0
11.0
Field duplicate
Upstream Tittabawassee River ISCO
051304(c)-SFW-02225
05/13/04
4:23
17.0
ND
Upstream Tittabawassee River ISCO
051304(d)-SFW-02225
05/13/04
6:23
15.0
12.0
Upstream Tittabawassee River ISCO
051304(e)-SFW-02225
05/13/04
8:23
14.0
16.0
Upstream Tittabawassee River ISCO
051304(f)-SFW-02225
05/13/04
10:23
14.0
ND
Limno-Tech, Inc.
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
QC Sample
Type
Sample
Sample
Collection Collection TOC
Date
Time
(mg/L)
05/13/04
12:23
18.0
TSS
(mg/L)
14.0
Location
Upstream Tittabawassee River ISCO
Field Sample ID
051304(g)-SFW-02225
Upstream Tittabawassee River ISCO
051304(h)-SFW-02225
05/13/04
14:23
Upstream Tittabawassee River ISCO
051304(i)-SFW-02225
05/13/04
16:23
ND
ND
Upstream Tittabawassee River ISCO
051304(j)-SFW-02225
05/13/04
18:23
14.0
30.0
Upstream Tittabawassee River ISCO
051304(k)-SFW-02225
05/13/04
20:23
14.0
18.0
Upstream Tittabawassee River ISCO
051304(l)-SFW-02225
05/13/04
22:23
14.0
17.0
Upstream Tittabawassee River ISCO
051404(a)-SFW-02226
05/14/04
00:23
14.0
18.0
14.0
11.0
Upstream Tittabawassee River ISCO
051404(c)-SFW-02226
05/14/04
4:23
14.0
12.0
Upstream Tittabawassee River ISCO
051404(d)-SFW-02226
05/14/04
6:23
14.0
12.0
Upstream Tittabawassee River ISCO
051404(d)-SFW-02226-FD
05/14/04
6:23
14.0
12.0
Upstream Tittabawassee River ISCO
051404(b)-SFW-02226
05/14/04
2:23
14.0
14.0
Downstream Tittabawassee River ISCO
050904(a)-SFW-02207
05/09/04
11:45
NA
320.0
Downstream Tittabawassee River ISCO
050904(b)-SFW-02207
05/09/04
12:45
NA
87.0
Field duplicate
Downstream Tittabawassee River ISCO
050904(c)-SFW-02207
05/09/04
13:45
NA
42.0
Downstream Tittabawassee River ISCO
050904(d)-SFW-02207
05/09/04
14:45
NA
83.0
Downstream Tittabawassee River ISCO
050904(e)-SFW-02207
05/09/04
15:45
NA
75.0
Downstream Tittabawassee River ISCO
050904(e)-SFW-02207-FD
05/09/04
15:45
NA
77.0
Downstream Tittabawassee River ISCO
050904(f)-SFW-02207
05/09/04
16:45
NA
41.0
Downstream Tittabawassee River ISCO
050904(g)-SFW-02207
05/09/04
17:45
NA
66.0
Downstream Tittabawassee River ISCO
050904(h)-SFW-02207
05/09/04
18:45
NA
74.0
Downstream Tittabawassee River ISCO
050904(i)-SFW-02207
05/09/04
19:45
NA
71.0
Downstream Tittabawassee River ISCO
050904(j)-SFW-02207
05/09/04
20:45
NA
65.0
Downstream Tittabawassee River ISCO
050904(k)-SFW-02207
05/09/04
21:45
NA
45.0
Downstream Tittabawassee River ISCO
050904(l)-SFW-02207
05/09/04
22:45
NA
65.0
Downstream Tittabawassee River ISCO
050904(m)-SFW-02207
05/09/04
23:45
NA
61.0
Downstream Tittabawassee River ISCO
051004(a)-SFW-02208
05/10/04
00:45
NA
56.0
Downstream Tittabawassee River ISCO
051004(b)-SFW-02208
05/10/04
1:45
NA
38.0
Downstream Tittabawassee River ISCO
051004(b)-SFW-02208-FD
05/10/04
1:45
NA
19.0
Downstream Tittabawassee River ISCO
051004(c)-SFW-02208
05/10/04
2:45
NA
57.0
Downstream Tittabawassee River ISCO
051004(d)-SFW-02208
05/10/04
3:45
NA
54.0
Downstream Tittabawassee River ISCO
051004(e)-SFW-02208
05/10/04
4:45
NA
22.0
Downstream Tittabawassee River ISCO
051004(f)-SFW-02208
05/10/04
5:45
NA
24.0
Downstream Tittabawassee River ISCO
051004(g)-SFW-02208
05/10/04
6:45
NA
ND
Downstream Tittabawassee River ISCO
051004(h)-SFW-02208
05/10/04
7:45
NA
8.0
Downstream Tittabawassee River ISCO
051004(i)-SFW-02208
05/10/04
8:45
NA
15.0
Downstream Tittabawassee River ISCO
051004(j)-SFW-02208
05/10/04
9:45
NA
13.0
Downstream Tittabawassee River ISCO
051004(k)-SFW-02208
05/10/04
10:45
NA
11.0
Downstream Tittabawassee River ISCO
051004(a)-SFW-02211
05/10/04
19:04
13.0
11.0
Downstream Tittabawassee River ISCO
051004(b)-SFW-02211
05/10/04
20:04
13.0
10.0
Downstream Tittabawassee River ISCO
051004(c)-SFW-02211
05/10/04
21:04
13.0
9.0
Downstream Tittabawassee River ISCO
051004(d)-SFW-02211
05/10/04
22:04
13.0
14.0
Downstream Tittabawassee River ISCO
051004(e)-SFW-02211
05/10/04
23:04
12.0
8.0
Downstream Tittabawassee River ISCO
051104(a)-SFW-02212
05/11/04
00:04
13.0
9.0
Downstream Tittabawassee River ISCO
051104(b)-SFW-02212
05/11/04
1:04
13.0
ND
Downstream Tittabawassee River ISCO
051104(c)-SFW-02212
05/11/04
2:04
13.0
3.0
Downstream Tittabawassee River ISCO
051104(d)-SFW-02212
05/11/04
3:04
13.0
3.0
Limno-Tech, Inc.
Field duplicate
Field duplicate
Flow and Solids Monitoring: Tittabawassee River, MI
November, 2004
QC Sample
Type
Field duplicate
Sample
Sample
Collection Collection TOC
Date
Time
(mg/L)
05/11/04
3:04
13.0
TSS
(mg/L)
ND
Location
Downstream Tittabawassee River ISCO
Field Sample ID
051104(d)-SFW-02212-FD
Downstream Tittabawassee River ISCO
051104(e)-SFW-02212
05/11/04
4:04
13.0
3.0
Downstream Tittabawassee River ISCO
051104(f)-SFW-02212
05/11/04
5:04
13.0
ND
Downstream Tittabawassee River ISCO
051104(g)-SFW-02212
05/11/04
6:04
13.0
5.0
Downstream Tittabawassee River ISCO
051104(h)-SFW-02212
05/11/04
7:04
13.0
3.0
Downstream Tittabawassee River ISCO
051104(i)-SFW-02212
05/11/04
8:04
13.0
ND
Downstream Tittabawassee River ISCO
051104(j)-SFW-02212
05/11/04
9:04
13.0
ND
Downstream Tittabawassee River ISCO
051104(k)-SFW-02212
05/11/04
10:04
13.0
ND
Downstream Tittabawassee River ISCO
051104(k)-SFW-02212-FD
05/11/04
10:04
13.0
ND
Field duplicate
Downstream Tittabawassee River ISCO
051104(l)-SFW-02212
05/11/04
11:04
13.0
ND
Downstream Tittabawassee River ISCO
051104(m)-SFW-02212
05/11/04
12:04
13.0
ND
Downstream Tittabawassee River ISCO
051104(a)-SFW-02217
05/11/04
12:55
12.0
93.0
Downstream Tittabawassee River ISCO
051104(b)-SFW-02217
05/11/04
13:55
12.0
100.0
Downstream Tittabawassee River ISCO
051104(c)-SFW-02217
05/11/04
14:55
12.0
100.0
Downstream Tittabawassee River ISCO
051104(d)-SFW-02217
05/11/04
15:55
12.0
100.0
Downstream Tittabawassee River ISCO
051104(e)-SFW-02217
05/11/04
16:55
12.0
99.0
Downstream Tittabawassee River ISCO
051104(f)-SFW-02217
Downstream Tittabawassee River ISCO
051104(f)-SFW-02217-FD
Downstream Tittabawassee River ISCO
Downstream Tittabawassee River ISCO
05/11/04
17:55
12.0
94.0
05/11/04
17:55
12.0
100.0
051104(g)-SFW-02217
05/11/04
18:55
12.0
80.0
051104(h)-SFW-02217
05/11/04
19:55
12.0
75.0
Downstream Tittabawassee River ISCO
051104(i)-SFW-02217
05/11/04
20:55
12.0
89.0
Downstream Tittabawassee River ISCO
051104(k)-SFW-02217
05/11/04
22:55
12.0
91.0
Downstream Tittabawassee River ISCO
051104(l)-SFW-02217
05/11/04
23:55
12.0
91.0
Downstream Tittabawassee River ISCO
051204(a)-SFW-02218
05/12/04
00:55
12.0
86.0
Downstream Tittabawassee River ISCO
051204(b)-SFW-02218
05/12/04
1:55
12.0
84.0
Downstream Tittabawassee River ISCO
051204(c)-SFW-02218
05/12/04
2:55
12.0
86.0
Downstream Tittabawassee River ISCO
051204(d)-SFW-02218
05/12/04
3:55
12.0
84.0
Downstream Tittabawassee River ISCO
051204(d)-SFW-02218-FD
Downstream Tittabawassee River ISCO
051204(e)-SFW-02218
Downstream Tittabawassee River ISCO
051204(f)-SFW-02218
05/12/04
5:55
13.0
86.0
Downstream Tittabawassee River ISCO
051204(g)-SFW-02218
05/12/04
6:55
13.0
86.0
Field duplicate
Field duplicate
05/12/04
3:55
12.0
84.0
05/12/04
4:55
13.0
82.0
Downstream Tittabawassee River ISCO
051204(h)-SFW-02218
05/12/04
7:55
13.0
83.0
Downstream Tittabawassee River ISCO
051204(i)-SFW-02218
05/12/04
8:55
13.0
89.0
Downstream Tittabawassee River ISCO
051204(j)-SFW-02218
05/12/04
9:55
13.0
79.0
Downstream Tittabawassee River ISCO
051204(k)-SFW-02218
05/12/04
10:55
13.0
88.0
Downstream Tittabawassee River ISCO
051204(l)-SFW-02218
05/12/04
11:55
13.0
85.0
Downstream Tittabawassee River ISCO
051204(a)-SFW-02230
05/12/04
12:40
13.0
15.0
Downstream Tittabawassee River ISCO
051204(b)-SFW-02230
05/12/04
14:40
13.0
23.0
Downstream Tittabawassee River ISCO
051204(c)-SFW-02230
05/12/04
16:40
12.0
12.0
Downstream Tittabawassee River ISCO
051204(d)-SFW-02230
05/12/04
18:40
13.0
16.0
Downstream Tittabawassee River ISCO
051204(e)-SFW-02230
05/12/04
20:40
13.0
21.0
Downstream Tittabawassee River ISCO
051204(f)-SFW-02230
05/12/04
22:40
12.0
15.0
Downstream Tittabawassee River ISCO
051304(a)-SFW-02231
05/13/04
00:40
12.0
16.0
Downstream Tittabawassee River ISCO
051304(b)-SFW-02231
05/13/04
2:40
13.0
19.0
Downstream Tittabawassee River ISCO
051304(c)-SFW-02231
05/13/04
4:40
13.0
16.0
Downstream Tittabawassee River ISCO
051304(d)-SFW-02231
05/13/04
6:40
13.0
19.0
Limno-Tech, Inc.
Flow and Solids Monitoring: Tittabawassee River, MI
Location
Downstream Tittabawassee River ISCO
Field Sample ID
051304(e)-SFW-02231
Downstream Tittabawassee River ISCO
051304(f)-SFW-02231
Downstream Tittabawassee River ISCO
051304(f)-SFW-02231-FD
Downstream Tittabawassee River ISCO
November, 2004
QC Sample
Type
Sample
Sample
Collection Collection TOC
Date
Time
(mg/L)
05/13/04
8:40
13.0
TSS
(mg/L)
14.0
05/13/04
10:40
13.0
05/13/04
10:40
12.0
12.0
051304(g)-SFW-02231
05/13/04
12:40
12.0
12.0
Downstream Tittabawassee River ISCO
051304(h)-SFW-02231
05/13/04
14:40
12.0
ND
Downstream Tittabawassee River ISCO
051304(i)-SFW-02231
05/13/04
16:40
14.0
17.0
Downstream Tittabawassee River ISCO
051304(j)-SFW-02231
05/13/04
18:40
13.0
14.0
Downstream Tittabawassee River ISCO
051304(k)-SFW-02231
05/13/04
20:40
12.0
10.0
Downstream Tittabawassee River ISCO
051304(l)-SFW-02231
05/13/04
22:40
12.0
17.0
Downstream Tittabawassee River ISCO
051404(a)-SFW-02232
05/14/04
00:40
12.0
25.0
Downstream Tittabawassee River ISCO
051404(b)-SFW-02232
05/14/04
2:40
12.0
26.0
Downstream Tittabawassee River ISCO
051404(c)-SFW-02232
05/14/04
4:40
12.0
24.0
Downstream Tittabawassee River ISCO
051404(d)-SFW-02232
05/14/04
6:40
12.0
27.0
Downstream Tittabawassee River ISCO
051404(e)-SFW-02232
35.0
Downstream Tittabawassee River ISCO
051404(e)-SFW-02232-FD
Downstream Tittabawassee River ISCO
051404(f)-SFW-02232
Field duplicate
Field duplicate
Table 5 Notes:
[1] Sample ID is from chain of custody, sample containers labeled with correct date 051104
NA Not analyzed
Limno-Tech, Inc.
14.0
05/14/04
8:40
12.0
05/14/04
8:40
12.0
31.0
05/14/04
10:40
12.0
26.0
Flow and Solids Monitoring: Tittabawassee River, MI
APPENDIX C. LEVEL SENSOR DATA
(Included on attached CD)
Limno-Tech, Inc.
November, 2004