Nags Head Water Quality Monitoring Results |
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Date:20 & 21 august 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 |
0.126 |
<1 |
<.01 |
4.5 |
7.5 |
0.01 |
0.1 |
1150 |
19 |
80 |
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2 |
Lost Colony #1-G |
0.405 |
<1 |
<.1 |
3.9 |
7.6 |
0.01 |
0 |
180 |
22 |
21 |
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3 |
Lost Colony #2- G |
<.1 |
<1 |
<.1 |
4 |
7.6 |
0.01 |
0 |
65 |
22 |
7.9 |
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4 |
Lost Colony #1-G |
0.149 |
5 |
<.1 |
3.9 |
7.6 |
0.01 |
0 |
40 |
23 |
12 |
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5 |
Lost Colony #2-G |
0.405 |
<1 |
<.1 |
3.7 |
7.7 |
0.01 |
0 |
180 |
22 |
21 |
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6 |
Pamlico #1-G |
<.1 |
<1 |
0.03 |
4 |
7.6 |
0.01 |
0 |
170 |
22 |
13 |
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7 |
Pamlico #2-G |
<.1 |
4 |
0.41 |
3.1 |
7.6 |
0.01 |
0 |
160 |
22 |
20 |
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8 |
Blue Fin Canal Drain -S |
<.1 |
17 |
<.01 |
3.3 |
6.5 |
0.01 |
11 |
17,500 |
26 |
3.2 |
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9 |
Old Cove #1-G |
<.1 |
4 |
1.71 |
3.1 |
7.8 |
0.9 |
0.1 |
1200 |
21 |
3.4 |
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10 |
Old Cove #2-G |
<.1 |
<1 |
<.01 |
2.9 |
7.7 |
0.04 |
0 |
330 |
23 |
4.3 |
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11 |
Old Cove #3-S |
<.1 |
16 |
<.01 |
3.3 |
6.8 |
0.01 |
12 |
20,000 |
27 |
3.5 |
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12 |
Cobia Way#1-G |
<.1 |
<1 |
2.26 |
3.3 |
7.7 |
0.8 |
0 |
1,200 |
22 |
4 |
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13 |
Cobia Way#2-G |
<.1 |
<1 |
0.01 |
3 |
7.6 |
0.21 |
0 |
350 |
23 |
4.2 |
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14 |
Cobia Way#3-S |
<.1 |
20 |
<.01 |
3.3 |
6.9 |
0.01 |
12 |
19,000 |
27 |
3.3 |
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15 |
AmberJack#1-G |
<.1 |
<1 |
4.23 |
3.1 |
7.7 |
0.04 |
0.1 |
1,500 |
23 |
7.2 |
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16 |
AmberJack#2-G |
<.1 |
<1 |
0.17 |
3 |
7.8 |
0.85 |
0 |
600 |
23 |
7.1 |
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17 |
AmberJack#3-S |
<.1 |
33 |
0.03 |
3 |
6.8 |
0.96 |
12.5 |
20,000 |
26 |
4.7 |
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18 |
S. Blue Marlin#1-G |
<.1 |
<1 |
<.01 |
3.3 |
7.8 |
0.8 |
0.1 |
1,400 |
23 |
7.3 |
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19 |
S. Blue Marlin#2-G |
<.1 |
<1 |
<.01 |
3.7 |
7.9 |
0.74 |
0 |
600 |
23 |
7.7 |
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20 |
S. Blue Marlin#3-S |
<.1 |
34 |
0.02 |
3.1 |
6.7 |
0.03 |
13 |
20,500 |
23 |
5.1 |
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21 |
Huron Access #1-G |
0.131 |
110 |
2.38 |
3.1 |
7.6 |
0.96 |
0 |
1,000 |
24 |
19 |
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22 |
Huron Access #2-G |
1.25 |
200 |
<.01 |
3.3 |
7.5 |
0.64 |
0 |
650 |
24 |
35 |
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23 |
Ida Access #1-G |
0.166 |
200 |
1.34 |
3.3 |
7.6 |
1.04 |
0 |
950 |
24 |
23 |
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24 |
Ida Access #2-G |
1.31 |
100 |
2.23 |
3.3 |
7.6 |
0.01 |
0 |
900 |
23 |
24 |
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25 |
N.Side of Ditch S.O.O.I.R.-S |
0.305 |
1000 |
0.06 |
2.8 |
7.7 |
0.11 |
0 |
700 |
25 |
3 |
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26 |
Jay St. Access #1-G |
0.152 |
<1 |
0.19 |
3 |
7.6 |
0.01 |
0 |
700 |
22 |
20 |
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27 |
Jay St. Access #2-G |
0.365 |
<1 |
2.33 |
3.6 |
7.5 |
0.96 |
0 |
650 |
23 |
23 |
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28 |
Juncos St. Access#1-G |
<.1 |
<1 |
1.01 |
3.4 |
7.6 |
0.01 |
0 |
650 |
23 |
23 |
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29 |
Juncos St. Access#2-G |
<.1 |
<1 |
0.65 |
3.3 |
7.6 |
0.01 |
0 |
600 |
23 |
19 |
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30 |
S. Side of Ditch S.O.O.I.R.- S |
1.61 |
90 |
0.06 |
3.3 |
7 |
0.31 |
22 |
34,000 |
21 |
3.9 |
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31 |
Ocean outfall @ S.N.H.- S |
0.195 |
6 |
0.03 |
3 |
6.6 |
0.01 |
30 |
45,000 |
21 |
3.5 |
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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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