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Results of Dry Weather Enclosed Drain Sampling
| 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 |
625-0 |
144 |
2.5 |
None |
None |
|
19.1 |
0.3 |
0.20 |
3448 |
| 9/19/2000 |
661-1 |
108 |
3 |
None |
None |
|
|
0.6 |
0.25 |
72 |
| 9/25/2000 |
135-1 |
126 |
6 |
None |
None |
|
|
2.0 |
0.25 |
450 |
| 9/25/2000 |
819-3 |
36 |
2 |
Sulfide |
None |
|
|
1.0 |
0.25 |
233 |
| 9/25/2000 |
709-1 |
72 |
3 |
None |
None |
|
|
3.0 |
0.25 |
1541 |
| 9/25/2000 |
708-1 |
120 |
3 |
None |
None |
|
|
0.4 |
0.50 |
2247 |
| 9/25/2000 |
418-0 |
36 |
3 |
None |
None |
|
|
0.6 |
0.25 |
187 |
| 9/25/2000 |
630-1 |
120 |
3 |
None |
None |
|
|
0.4 |
0.25 |
288 |
| 9/25/2000 |
786-2 |
108 |
3 |
None |
None |
|
|
0.3 |
0.25 |
9208 |
| 9/26/2000 |
708-OMS |
48 |
0 |
None |
None |
2640 |
18.7 |
0.4 |
0.25 |
397 |
| 9/26/2000 |
708-1MN |
60 |
4 |
None |
None |
1596 |
18.8 |
0.3 |
0.25 |
20 |
| 9/26/2000 |
026-1 |
48 |
2 |
None |
None |
3310 |
16.4 |
0.2 |
0.75 |
62 |
| 9/26/2000 |
644-1 |
48 |
3 |
None |
None |
2670 |
17.1 |
0.4 |
0.25 |
10 |
| 9/26/2000 |
701-4 |
54 |
3 |
Other |
None |
881 |
16.6 |
0.1 |
> 3.0 |
128 |
| 9/26/2000 |
023-0 |
48 |
1 |
None |
None |
1883 |
17.0 |
0.8 |
0.50 |
24192 |
| 9/28/2000 |
725-2 |
60 |
2 |
None |
None |
2700 |
18.9 |
0.6 |
0.25 |
1990 |
| 9/28/2000 |
700-10 |
60 |
0 |
None |
None |
3680 |
18.6 |
0.3 |
0.50 |
31 |
| 10/2/2000 |
723-21 |
84 |
5 |
None |
None |
1689 |
19.0 |
0.3 |
0.75 |
1871 |
| 10/3/2000 |
723-16b |
72 |
2 |
None |
None |
2120 |
18.9 |
0.2 |
|
256 |
| 10/3/2000 |
695-1 |
108 |
3 |
None |
None |
3220 |
17.1 |
0.4 |
0.75 |
246 |
| 10/3/2000 |
756-10a |
36 |
6 |
None |
None |
3310 |
16.6 |
0.3 |
0.25 |
10 |
| 10/3/2000 |
703-2 |
54 |
2 |
None |
None |
2640 |
20.6 |
0.3 |
0.25 |
10 |
| 10/10/2000 |
478-1 |
27 |
0.25 |
None |
None |
1365 |
14.7 |
0.2 |
0.25 |
100 |
| 10/12/2000 |
429-A |
72 |
0.1 |
Sewage |
None |
1729 |
15.8 |
0.3 |
0.25 |
109 |
| 10/19/2000 |
148-O |
48 |
24 |
None |
None |
1387 |
15.3 |
2.0 |
0.50 |
132 |
| 10/19/2000 |
423-A |
24 |
0 |
None |
None |
1867 |
15.8 |
0.2 |
0.50 |
10 |
| 10/27/2000 |
619-0 |
108 |
0.5 |
None |
None |
1765 |
19.7 |
0.3 |
0.50 |
1080 |
| 3/28/2001 |
OC1 |
|
|
None |
None |
278 |
7.5 |
0.1 |
|
98 |
| 4/5/2001 |
OC2 |
|
|
None |
None |
133 |
5.5 |
0.1 |
0.75 |
556 |
| 4/6/2001 |
OC3 |
|
|
None |
None |
444 |
9.4 |
0.2 |
0.75 |
0 |
| 6/27/01 |
661a-1 |
|
|
None |
None |
2650 |
21.1 |
0.3 |
0.35 |
1313 |
| 6/27/01 |
695-1S |
72 |
0 |
None |
None |
4190 |
18.8 |
0.3 |
0.25 |
86 |
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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