| Nags Head Water Quality Monitoring Results |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Date: 5 april 2001 |
Parameters
Tested |
|
|
|
Ammonia per mg/L |
Coliform,Fecal perCol/100ml |
Nitrate mg/L |
DO mg/L |
pH - pH units |
Total Phosphorous-mg/L |
Salinity- mg/L* |
Specific Conductance- umhos/cm |
Field Temp.- Cel. |
Turbidity-NTU |
|
|
Sampling Station |
|
|
|
|
|
|
|
|
|
|
|
| 1 |
Nags Head Woods- G |
0.1 |
<1 |
0.7 |
4.2 |
6.5 |
0.5 |
1 |
380 |
13 |
2.5 |
|
| 2 |
Lost Colony #1-G |
0.5 |
<1 |
0.4 |
3.2 |
6 |
0.28 |
0 |
280 |
13 |
3 |
|
| 3 |
Lost Colony #2- G |
0.04 |
<1 |
0.13 |
3.8 |
6 |
0.38 |
3.2 |
680 |
13 |
30 |
|
| 4 |
Lost Colony #1-G |
<0.1 |
<1 |
0.09 |
5.1 |
5.9 |
0.05 |
0 |
60 |
13 |
3 |
|
| 5 |
Lost Colony #2-G |
0.2 |
<1 |
0.06 |
2.9 |
6.1 |
0.3 |
0 |
168 |
13 |
5.5 |
|
| 6 |
Pamlico #1-G |
<0.1 |
<1 |
0.33 |
8.2 |
8.8 |
0.24 |
0 |
140 |
15 |
6 |
|
| 7 |
Pamlico #2-G |
<0.1 |
<1 |
0.08 |
8.4 |
6.5 |
0.2 |
0 |
75 |
17 |
18 |
|
| 8 |
Blue Fin Canal Drain -S |
<0.1 |
9 |
0.03 |
9.8 |
6.5 |
0.04 |
8.8 |
13,000 |
15 |
25 |
|
| 9 |
Old Cove #1-G |
<0.1 |
<1 |
2.2 |
6.5 |
7 |
0.62 |
0 |
310 |
15 |
1.5 |
|
| 10 |
Old Cove #2-G |
<0.1 |
<1 |
3.2 |
6.5 |
7.3 |
1.6 |
0 |
770 |
14 |
<0.8 |
|
| 11 |
Old Cove #3-S |
<0.1 |
9 |
2.8 |
11.2 |
7 |
0.15 |
9 |
13,900 |
16 |
2 |
|
| 12 |
Cobia Way#1-G |
<0.1 |
<1 |
1.1 |
6.2 |
5.5 |
3.5 |
0 |
1,000 |
16 |
2 |
|
| 13 |
Cobia Way#2-G |
<0.1 |
12 |
1.6 |
10.5 |
6.2 |
2 |
0 |
500 |
16 |
15 |
|
| 14 |
Cobia Way#3-S |
<0.1 |
40 |
0.47 |
6.5 |
5.6 |
0.26 |
9.5 |
12,200 |
14 |
0.8 |
|
| 15 |
AmberJack#1-G |
<0.1 |
<1 |
0.27 |
5.5 |
7 |
1.1 |
0.5 |
1,200 |
15 |
1.5 |
|
| 16 |
AmberJack#2-G |
<0.1 |
<1 |
1.7 |
6 |
6.8 |
0.69 |
0 |
1,500 |
15 |
<0.8 |
|
| 17 |
AmberJack#3-S |
<0.1 |
27 |
0.37 |
10.6 |
6.7 |
0.02 |
10.5 |
12,900 |
14 |
10 |
|
| 18 |
S. Blue Marlin#1-G |
<0.1 |
<1 |
2.1 |
7.7 |
7.3 |
3.5 |
0 |
1,300 |
15 |
5.3 |
|
| 19 |
S. Blue Marlin#2-G |
<0.1 |
<1 |
0.69 |
4.2 |
6.8 |
1.3 |
0 |
400 |
16 |
5.9 |
|
| 20 |
S. Blue Marlin#3-S |
<0.1 |
32 |
0.67 |
11 |
6.8 |
0.14 |
7.9 |
12,000 |
17 |
5 |
|
| 21 |
Huron Access #1-G |
<0.1 |
<1 |
3.3 |
5.8 |
7.6 |
4 |
0 |
700 |
17 |
45 |
|
| 22 |
Huron Access #2-G |
<0.1 |
13 |
2.9 |
5 |
7.4 |
3.1 |
0 |
750 |
16 |
40 |
|
| 23 |
Ida Access #1-G |
<0.1 |
<1 |
0.49 |
7.1 |
7.8 |
0.17 |
0 |
530 |
14 |
8 |
|
| 24 |
Ida Access #2-G |
<0.1 |
<1 |
0.46 |
8.3 |
8 |
0.1 |
0 |
260 |
15 |
12 |
|
| 25 |
N.Side of Ditch S.O.O.I.R.-S |
<0.1 |
<1 |
0.41 |
11.5 |
8 |
0.11 |
5.2 |
8,000 |
18 |
<0.8 |
|
| 26 |
Jay St. Access #1-G |
<0.1 |
<1 |
3.2 |
6.8 |
7.2 |
0.11 |
0.4 |
1,800 |
14 |
9 |
|
| 27 |
Jay St. Access #2-G |
<0.1 |
<1 |
1.6 |
4 |
7.2 |
0.09 |
0.3 |
1,450 |
15 |
11 |
|
| 28 |
Juncos St. Access#1-G |
0.1 |
<1 |
1.3 |
4.6 |
7.8 |
0.13 |
0 |
1,180 |
15 |
20 |
|
| 29 |
Juncos St. Access#2-G |
4.7 |
<1 |
<0.01 |
4 |
7.2 |
0.08 |
0 |
900 |
14 |
25 |
|
| 30 |
S. Side of Ditch S.O.O.I.R.- S |
<0.1 |
15 |
0.27 |
17 |
7.8 |
0.25 |
1 |
2,300 |
20 |
2 |
|
| 31 |
Ocean outfall @ S.N.H.- S |
<0.1 |
<1 |
<0.01 |
11.4 |
7.5 |
0.06 |
26 |
34,000 |
10 |
2 |
|
|
#31 sites total(8S, 23G) |
*Salinity will vary with tidal Cycle. S= Surface Water Site; G= Ground Well Site |
|
|
S.O.O.I.R.=South Old Oregon Inlet Road |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
