|
 |
Follow-up Sampling Results
| Date |
Outfall ID |
Diameter (in.) |
Depth of Flow (in.) |
Odor |
Color |
Conductivity (µS/cm) |
Temperature (°C) |
Ammonia (ppm) |
Surfactants (ppm) |
E. coli (colonies/100ml) |
| 9/18/2000 |
625-7 |
11 |
2 |
None |
None |
|
23.5 |
0.6 |
0.25 |
12996 |
| 9/19/2000 |
661-12 |
108 |
3 |
None |
None |
|
|
0.6 |
0.25 |
72 |
| 9/19/2000 |
661-21 |
84 |
2 |
None |
None |
|
|
0.2 |
1.75 |
128 |
| 9/19/2000 |
661-25 |
66 |
3 |
None |
None |
|
|
0.4 |
0.75 |
906 |
| 9/26/2000 |
023-1 |
84 |
6 |
None |
None |
1431 |
18.8 |
0.8 |
0.75 |
24192 |
| 10/3/2000 |
625-8 |
132 |
3 |
None |
None |
2430 |
21.9 |
0.4 |
0.75 |
19863 |
| 10/9/2000 |
023-A |
84 |
|
|
|
|
|
|
|
241920 |
| 10/9/2000 |
023-B |
84 |
|
|
|
|
|
|
|
57940 |
| 10/9/2000 |
023-C |
84 |
|
|
|
|
|
|
|
1080 |
| 10/9/2000 |
023-D |
|
|
|
|
|
|
|
|
41 |
| 10/9/2000 |
023-E |
84 |
|
|
|
|
|
|
|
1550 |
| 10/9/2000 |
023-F |
84 |
|
|
|
|
|
|
|
8820 |
| 10/9/2000 |
023-G |
84 |
|
|
white |
|
|
|
|
410 |
| 10/9/2000 |
023-H |
|
|
|
|
|
|
|
|
24192 |
| 10/9/2000 |
023-J |
|
|
|
red |
|
|
|
|
|
| 10/9/2000 |
023-K |
|
|
|
|
|
|
|
|
|
| 10/12/2000 |
625-9 |
134 |
0.1 |
None |
None |
1732 |
18.7 |
0.3 |
0.50 |
3654 |
| 10/12/2000 |
625-11 |
134 |
0.1 |
None |
None |
2010 |
19.3 |
2.0 |
1.50 |
1669 |
| 10/18/2000 |
32BW015 |
84 |
0.1 |
None |
None |
1726 |
17.0 |
0.3 |
0.50 |
1640 |
| 10/18/2000 |
786-3 |
108 |
0.1 |
None |
None |
788 |
18.2 |
0.2 |
0.00 |
9804 |
| 10/18/2000 |
786-6 |
108 |
0.1 |
None |
None |
1601 |
17.3 |
0.4 |
0.25 |
5794 |
| 10/18/2000 |
786a-2 |
24 |
0.1 |
None |
None |
1080 |
18.1 |
1.0 |
0.00 |
19863 |
| 10/18/2000 |
786a-5 |
24 |
0.25 |
None |
None |
1167 |
17.3 |
0.3 |
0.25 |
17329 |
| 10/19/2000 |
786-4 |
108 |
0.05 |
None |
None |
1694 |
15.7 |
0.3 |
|
833 |
| 10/19/2000 |
786-5 |
108 |
0 |
None |
None |
1680 |
15.5 |
0.3 |
0.25 |
816 |
| 10/19/2000 |
786-7 |
108 |
0.1 |
None |
None |
1947 |
16.4 |
0.4 |
0.25 |
331 |
| 10/19/2000 |
786-8 |
108 |
0.1 |
None |
None |
1981 |
16.2 |
0.3 |
0.25 |
650 |
| 10/19/2000 |
786-11 |
66 |
0 |
None |
None |
1911 |
15.6 |
0.2 |
0.50 |
6131 |
| 10/19/2000 |
786-15 |
66 |
0.1 |
None |
None |
1468 |
14.8 |
1.0 |
2.00 |
771 |
| 10/19/2000 |
786-J2 |
66 |
0.1 |
None |
None |
2080 |
14.9 |
0.6 |
0.25 |
259 |
| 10/19/2000 |
786-J5 |
66 |
0.1 |
None |
None |
2760 |
14.9 |
5.0 |
green |
1553 |
| 10/31/2000 |
625-13LAT |
27 |
0.1 |
None |
None |
|
|
|
|
41 |
| 11/2/2000 |
625-10 |
134 |
0.1 |
None |
None |
2060 |
16.1 |
0.1 |
green |
9804 |
| 11/2/2000 |
625-12 |
134 |
0.1 |
None |
None |
2150 |
14.5 |
0.4 |
0.50 |
14136 |
| 11/2/2000 |
625-13 |
134 |
0.05 |
None |
None |
2240 |
15.0 |
0.4 |
green |
24192 |
This web site has been developed by the Drain Board for the Bear Creek Clean Water Initiative. Questions about the project can be directed to Lynne Seymour, Environmental Engineer, Office of Macomb County Public Works Commissioner, (586) 469-5910.
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