Nags Head Water Quality Monitoring Results |
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Date: 3 May 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 |
0.04 |
4 |
5.9 |
0.25 |
0 |
222 |
13 |
10 |
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2 |
Lost Colony #1-G |
0.4 |
<1 |
<.01 |
4.1 |
6.1 |
0.01 |
0 |
252 |
14 |
6 |
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3 |
Lost Colony #2- G |
5.3 |
7 |
<.01 |
4.5 |
6.4 |
<.01 |
0 |
508 |
14 |
3.5 |
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4 |
Lost Colony #1-G |
<.1 |
<1 |
0.06 |
5.1 |
6.3 |
0.04 |
0 |
49 |
15 |
<.8 |
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5 |
Lost Colony #2-G |
0.3 |
<1 |
0.08 |
May 3rde |
6 |
0.22 |
0 |
121 |
15 |
4.5 |
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6 |
Pamlico #1-G |
<.1 |
<1 |
0.37 |
8.2 |
7.2 |
0.21 |
0 |
120 |
17 |
7.5 |
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7 |
Pamlico #2-G |
0.2 |
<1 |
0.15 |
8.5 |
7.2 |
0.13 |
0 |
160 |
17 |
12 |
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8 |
Blue Fin Canal Drain -S |
<.1 |
45 |
0.1 |
6.7 |
6.6 |
0.08 |
6 |
9,900 |
18 |
3 |
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9 |
Old Cove #1-G |
0.2 |
<1 |
0.96 |
8 |
6.8 |
0.75 |
0 |
249 |
18 |
5 |
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10 |
Old Cove #2-G |
0.1 |
<1 |
2.85 |
5.6 |
6.8 |
1 |
0 |
480 |
15 |
5 |
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11 |
Old Cove #3-S |
<.01 |
25 |
0.07 |
8.6 |
6.8 |
0.001 |
9 |
12,900 |
20 |
2 |
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12 |
Cobia Way#1-G |
0.2 |
<1 |
5.6 |
8.1 |
7 |
1.8 |
0 |
900 |
18 |
1 |
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13 |
Cobia Way#2-G |
0.4 |
0.09 |
1.6 |
6.2 |
7 |
1.45 |
0 |
490 |
16 |
1.1 |
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14 |
Cobia Way#3-S |
0.3 |
48 |
0.2 |
9 |
6.7 |
0.03 |
8 |
11,000 |
19 |
2 |
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15 |
AmberJack#1-G |
0.3 |
<1 |
0.98 |
5 |
7.2 |
2.15 |
0 |
1,000 |
16 |
12 |
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16 |
AmberJack#2-G |
0.3 |
<1 |
2.6 |
6.1 |
6.9 |
1.45 |
0 |
1,200 |
17 |
4 |
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17 |
AmberJack#3-S |
0.3 |
50 |
0.34 |
9.3 |
7 |
0.04 |
8 |
12,500 |
21 |
1 |
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18 |
S. Blue Marlin#1-G |
0.5 |
<1 |
1.4 |
5.5 |
7.3 |
2.05 |
0 |
1,100 |
18 |
5 |
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19 |
S. Blue Marlin#2-G |
0.8 |
<1 |
2.35 |
7.2 |
6.9 |
1.6 |
0 |
450 |
19 |
3 |
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20 |
S. Blue Marlin#3-S |
0.8 |
21 |
0.28 |
8.3 |
6.8 |
0.07 |
7.5 |
11,200 |
20 |
2 |
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21 |
Huron Access #1-G |
0.3 |
<1 |
1.1 |
7 |
7.5 |
2.9 |
0 |
600 |
19 |
9.5 |
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22 |
Huron Access #2-G |
0.5 |
<1 |
1.1 |
5.8 |
7.4 |
0.43 |
0 |
800 |
18 |
9 |
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23 |
Ida Access #1-G |
0.9 |
<1 |
0.85 |
7 |
8.3 |
0.2 |
0 |
460 |
16 |
4.5 |
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24 |
Ida Access #2-G |
0.7 |
<1 |
1.7 |
7.2 |
7.8 |
0.11 |
0 |
280 |
17 |
2.5 |
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25 |
N.Side of Ditch S.O.O.I.R.-S |
1.89 |
<1 |
0.25 |
6.8 |
7.7 |
0.2 |
0 |
1,200 |
16 |
13 |
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26 |
Jay St. Access #1-G |
13.7 |
<1 |
5.05 |
4.2 |
7.5 |
0.08 |
0 |
1,400 |
16 |
5.5 |
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27 |
Jay St. Access #2-G |
0.1 |
5 |
0.23 |
5 |
7.4 |
0.08 |
0 |
700 |
19 |
<.8 |
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28 |
Juncos St. Access#1-G |
5.74 |
<1 |
2.15 |
5 |
7.8 |
0.08 |
0 |
850 |
17 |
3 |
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29 |
Juncos St. Access#2-G |
35.6 |
<1 |
2.15 |
4.6 |
7.2 |
0.17 |
0 |
1,050 |
17 |
8.5 |
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30 |
S. Side of Ditch S.O.O.I.R.- S |
3.56 |
3,300 |
0.45 |
7 |
7.5 |
0.39 |
0.9 |
1,900 |
16 |
3 |
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31 |
Ocean outfall @ S.N.H.- S |
2.81 |
3 |
0.23 |
10.4 |
7.4 |
0.04 |
26 |
36,900 |
13 |
1 |
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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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