| Nags Head Water Quality Monitoring Results |
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Date: 7 june 2001 |
Parameters
Tested |
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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 |
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Sampling Station |
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| 1 |
Nags Head Woods- G |
<.1 |
<1 |
<.01 |
7 |
6.5 |
0.39 |
0 |
240 |
16 |
51 |
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| 2 |
Lost Colony #1-G |
12 |
<1 |
<.01 |
4.6 |
6.8 |
0.41 |
0 |
650 |
17 |
3 |
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| 3 |
Lost Colony #2- G |
0.4 |
<1 |
<.01 |
4.4 |
7.2 |
0.33 |
0 |
300 |
18 |
16 |
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| 4 |
Lost Colony #1-G |
<.1 |
<1 |
<.01 |
5.9 |
7.5 |
0.06 |
0 |
55 |
19 |
4.1 |
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| 5 |
Lost Colony #2-G |
1.15 |
<1 |
<.01 |
6.6 |
7 |
0.28 |
0 |
200 |
18 |
5.5 |
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| 6 |
Pamlico #1-G |
<.1 |
<1 |
0.27 |
7.7 |
9.2 |
0.1 |
0 |
270 |
19 |
14 |
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| 7 |
Pamlico #2-G |
<.1 |
<1 |
0.13 |
8.1 |
10 |
0.21 |
0 |
150 |
20 |
23 |
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| 8 |
Blue Fin Canal Drain -S |
<.1 |
130 |
0.06 |
7.7 |
7.2 |
0.1 |
9 |
12,000 |
24 |
2.5 |
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| 9 |
Old Cove #1-G |
<.1 |
<1 |
0.06 |
5.1 |
7.3 |
0.07 |
0 |
300 |
20 |
3.4 |
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| 10 |
Old Cove #2-G |
<.1 |
<1 |
<.01 |
5 |
7.2 |
1.5 |
0 |
700 |
18 |
4.7 |
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| 11 |
Old Cove #3-S |
<.1 |
100 |
<.01 |
6.6 |
7.5 |
0.09 |
15 |
20,000 |
25 |
3.4 |
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| 12 |
Cobia Way#1-G |
<.1 |
<1 |
5.75 |
6 |
6.8 |
2.45 |
0 |
850 |
18 |
8.5 |
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| 13 |
Cobia Way#2-G |
<.1 |
<1 |
0.03 |
6.1 |
7.2 |
2.05 |
0 |
550 |
20 |
52 |
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| 14 |
Cobia Way#3-S |
<.1 |
34 |
0.02 |
7.4 |
7 |
0.08 |
14 |
19,000 |
23 |
3.6 |
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| 15 |
AmberJack#1-G |
0.1 |
<1 |
0.89 |
6 |
7 |
1.55 |
0.1 |
1,000 |
18 |
15 |
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| 16 |
AmberJack#2-G |
<.1 |
<1 |
0.45 |
6 |
7.2 |
0.88 |
0.1 |
1,400 |
19 |
13 |
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| 17 |
AmberJack#3-S |
<.1 |
35 |
3.65 |
7.4 |
7.3 |
0.1 |
13 |
19,000 |
26 |
3.5 |
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| 18 |
S. Blue Marlin#1-G |
<.1 |
<1 |
5.25 |
5.3 |
7.3 |
2.05 |
0 |
1,100 |
20 |
5.2 |
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| 19 |
S. Blue Marlin#2-G |
<.1 |
<1 |
2.5 |
6.1 |
7.2 |
1.85 |
0 |
550 |
20 |
4.6 |
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| 20 |
S. Blue Marlin#3-S |
<.1 |
49 |
0.04 |
6.7 |
7.2 |
0.09 |
13 |
18,500 |
25 |
5.4 |
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| 21 |
Huron Access #1-G |
<.1 |
<1 |
4.9 |
7 |
7.5 |
2.6 |
0 |
530 |
19 |
13 |
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| 22 |
Huron Access #2-G |
20 |
30 |
5.2 |
6.5 |
7.4 |
2.1 |
0 |
800 |
20 |
11 |
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| 23 |
Ida Access #1-G |
<.1 |
<1 |
1.1 |
6.5 |
7.4 |
0.18 |
0 |
800 |
18 |
13 |
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| 24 |
Ida Access #2-G |
<.1 |
<1 |
0.75 |
6.1 |
7.5 |
0.13 |
0 |
340 |
18 |
14 |
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| 25 |
N.Side of Ditch S.O.O.I.R.-S |
<.1 |
48 |
0.22 |
5 |
7 |
0.16 |
2 |
3,000 |
22 |
7 |
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| 26 |
Jay St. Access #1-G |
0.4 |
<1 |
2 |
7 |
7.1 |
0.16 |
0 |
1,100 |
19 |
20 |
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| 27 |
Jay St. Access #2-G |
30 |
<1 |
2.3 |
5.5 |
7.5 |
0.11 |
0 |
1,200 |
18 |
13 |
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| 28 |
Juncos St. Access#1-G |
0.5 |
<1 |
1.1 |
6.2 |
7.3 |
0.2 |
0 |
550 |
21 |
7.7 |
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| 29 |
Juncos St. Access#2-G |
177 |
<1 |
0.04 |
6 |
7.5 |
0.22 |
0 |
600 |
21 |
6.9 |
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| 30 |
S. Side of Ditch S.O.O.I.R.- S |
<.1 |
110 |
0.12 |
6.2 |
7.3 |
0.28 |
1 |
1,800 |
22 |
3 |
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| 31 |
Ocean outfall @ S.N.H.- S |
<.1 |
2 |
<.01 |
8 |
7.7 |
0.2 |
27 |
36,000 |
27 |
1.2 |
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#31 sites total(8S, 23G) |
*Salinity will vary with tidal Cycle. S= Surface Water Site; G= Ground Well Site |
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S.O.O.I.R.=South Old Oregon Inlet Road |
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