Table 4.1 is designed to provide an indication of the most critical contaminant sources and contaminants impacting ground water resources in Louisiana. Table 4.2 provides a summary of Louisiana ground water protection programs. It provides an overview of legislation, statutes, rules, and/or regulations that are in place. It also provides an indication of how comprehensive ground water protection activities are in Louisiana.
The Ground Water Protection Divisions Baseline Monitoring Project provides water quality data from fresh water aquifers around the State. Wells producing from a common aquifer are sampled in a narrow time frame. The smaller aquifers can be sampled in one or two days, whereas, the larger aquifers may take several months to complete. At such time when all project wells of a particular aquifer have been sampled, a summary report is written.
For this report, EPA has encouraged States to select an aquifer or hydrogeologic setting and discuss available data that best reflects the quality of the resource. For 1998, the baseline monitoring network for the Chicot Aquifer is discussed.
Index to Table 4.1
Factors in selecting a contaminant source
Contaminants
Table 4.1. Major Sources of Ground Water Contamination
Contaminant Source |
Ten Highest- |
Factors in Selecting a |
Contaminants |
|
| Agricultural Activities | ||||
| Agricultural chemical facilities | ||||
| Animal feedlots | ||||
| Drainage wells | ||||
| Fertilizer applications | ||||
| Irrigation practices | ||||
| Pesticide applications | ||||
| On-farm agricultural mixing and loading procedures | ||||
| Land application of manure (unregulated) | ||||
| Storage and Treatment | ||||
| Land Application | ||||
| Material stockpiles | ||||
| Storage tanks (above ground) | X |
A,B,C,D,E,F,G |
B,C,D |
|
| Storage tanks (underground) | X |
A,B,C,D,E,F, |
B,C,D |
|
| Surface impoundments | X |
A,B,C,D,E,F,G |
C,D,G,H,J,L |
|
| Waste piles | X |
D,G |
I,M |
|
| Waste tailings | ||||
| Disposal Activities | ||||
| Deep injection wells | ||||
| Landfills | X |
A,B,C,D,E,F,G |
A,B,C,D,E,H |
|
| Septic systems | X |
C,D,G |
A,B,C,D,E,H,J,L |
|
| Shallow injection wells | ||||
| Other | ||||
| Hazardous waste generators* | ||||
| Hazardous waste sites* | ||||
| Industrial facilities* | ||||
| Material transfer operations* | ||||
| Mining and mine drainage | ||||
| Pipelines and sewer lines | X |
A,B,C,D,E,F,G |
C,D,G |
|
| Salt storage and road salting | ||||
| Salt water intrusion | X |
B,C,E,G |
G |
|
| Spills | X |
B,D,G |
C,D |
|
| Transportation of materials | ||||
| Urban runoff | X |
A,B,D,G |
A,B,C,D,E,H,J,L |
|
| Small-scale manufacturing and repair shops | ||||
| Other sources (please specify) | ||||
* Represents facilities with multiple sources of ground water contamination rather than unit sources
Table 4.2. Summary of State Ground Water Protection Programs
Programs or Activities |
Check |
Implementation Status |
Responsible State Agency |
| Active SARA Title III Program | X |
Continuing efforts |
LDEQ |
| Ambient ground water monitoring system | X |
Fully established |
LDEQ |
| Aquifer vulnerability assessment | X |
Fully established |
LDEQ |
| Aquifer mapping | X |
Fully established |
LDEQ |
| Aquifer characterization | X |
Continuing efforts |
LDOTD |
| Comprehensive data management system | X |
Continuing efforts |
LDEQ |
| EPA-endorsed Core Comprehensive State Ground Water Protection Program(CSGWPP) | X |
Pending |
LDEQ* |
| Ground water discharge permits | X |
Continuing efforts |
DNR(UIC) |
| Ground water Best Management Practices | X |
Continuing efforts |
LDEQ |
| Ground water legislation | |||
| Ground water classification | X |
Under development |
LDEQ |
| Ground water quality standards | X |
Under development |
LDEQ |
| Interagency coordination for ground water protection initiatives | X |
Fully established |
LDEQ |
| Nonpoint source controls | X |
Continuing efforts |
LDEQ |
| Pesticide State Management Plan | X |
Continuing efforts |
LDAF |
| Pollution Prevention Program | X |
Continuing efforts |
LDEQ |
| Resource Conservation and Recovery Act (RCRA) Primacy | X |
Fully established |
LDEQ |
| Source Water Assessment Program | X |
Pending |
LDEQ* |
| State Superfund | X |
Fully established |
LDEQ |
| State RCRA Program incorporating more stringent requirements than RCRA Primacy | X |
Continuing efforts |
LDEQ |
| State septic system regulations | X |
Fully established |
LDHH |
| Underground storage tank installation requirements | X |
Fully established |
LDEQ |
| Underground Storage Tank Remediation Fund | X |
Fully established |
LDEQ |
| Underground Storage Tank Permit Program | X |
Fully established |
LDEQ |
| Underground Injection Control Program | X |
Fully established |
LDNR |
| Vulnerability assessment for drinking water/wellhead protection | X |
Continuing efforts |
LDEQ |
| Well abandonment regulations | X |
Fully established |
LDEQ |
| Wellhead Protection Program(EPA-approved) | X |
Fully established |
LDEQ |
| Well installation regulations | X |
Fully established |
LDOTD |
Ambient Monitoring Network For The Chicot Aquifer
The data that follows were derived from the Baseline Monitoring Project of the Water Quality Management Division (WQMD) of the Louisiana Department of Environmental Quality. The project is conducted as a Clean Water Act, Section 106 activity and the objective of the project is to provide water quality data from freshwater aquifers across Louisiana which will be used to aid the WQMD in formulating and implementing Ground Water Protection Strategy for the State.
Figure 4.1 shows the geographic locations of the Chicot Aquifer and the associated project wells, whereas Table 4.4 lists the wells in the aquifer along with their total depths and the use made of produced waters.
These data show that from July, 1996, through October, 1996, a total of 26 wells were sampled which produce freshwater from the Chicot Aquifer. Eleven of the 26 wells are classified as public supply, five are industrial wells, five are observation wells, four are domestic wells, and one is classified as an irrigation well. The wells are located in 13 separate parishes extending from Rapides Parish in the central, to St. Martin Parish in the south central, and to Cameron Parish in the southwest parts of the state.
Project Field and Analytical Parameters
The field parameters checked at each sampling site and the list of water quality analytical parameters are shown in Table 4.5. Those project inorganic (total metals) parameters analyzed in the laboratory are listed in Table 4.6. These tables also show the field and analytical results determined for each analyte.
In addition to the above mentioned water quality analytical parameters, a list of project analytical parameters includes three other categories of compounds: volatiles, semi-volatiles, and pesticides/PCBs. As only one semi-volatile compound of these three categories of compounds was reported in three of the 26 Chicot water wells sampled, tables were not prepared. However, in order for the reader to be aware of the total list of analytes, Tables 4.7, 4.8, and 4.9 were included in this report. The tables list the project analytes along with their Practical Quantitation Limits (PQLs) used during processing.
Discussion of Water Quality Data
Federal Primary Drinking Water Standard: Laboratory data show that one Vermilion Parish observation well exceeded the 15 ppb action level for lead. This well, VE-650, reported 29.3 ppb of lead. Twenty-one of the 26 Chicot Aquifer wells sampled exceeded the Maximum Contaminant Level (MCL) for turbidity. Of these, eight are public supply, four each are industrial and observation and one is classified as an irrigation well. (See Table 4.5 for turbidity levels).
The MCL for turbidity is set at 5 TU for a two-day average, or 1 TU when tested and averaged over a period of one month. As all Chicot wells were sampled on a one-day grab sample basis, a definitive level of this parameter was not obtained.
As mentioned earlier, one semi-volatile compound was reported in three of the 26 Chicot wells sampled. This compound, bis(2-ethylhexyl)phthalate (BEHP), was reported as exceeding the BEHP MCL of 6 ppb in wells AC-539, BE-488, and VE-862 with values at 11 ppb, 29 ppb, and 28 ppb, respectively. Duplicate samples were taken immediately following the originals for wells BE-488 and VE-862. The original sample of BE-488 and the duplicate sample of VE-862 reported measurable concentrations of BEHP, whereas the duplicate sample of BE-488 and the original sample of VE-862 were reported to be below the Practical Quantitation Limit by the laboratory for this compound. Taking this into consideration and information contained in the Guidance for Data Usability in Risk Assessment EPA 1992 document, it is felt that the BEHP reported in these wells are due to field/laboratory contamination and are to be considered false positives.
Federal Secondary Drinking Water Standards: Secondary standards are defined as non-enforceable taste, odor, or appearance guidelines. Field and laboratory data contained in Tables 4.5 and 4.6 show that from one to 22 wells sampled in the Chicot Aquifer exceeded the Secondary Maximum Contaminant Levels (SMCL) for six analytes in this category.
pH (SMCL= 6.5 SU to 8.5 SU) The following six wells fell below the lower limit of 6.5 SU: BE-412, BE-486, Be-488, CU-869, R-5428Z, and V-535.
TDS (SMCL=500 ppm) Four wells, CN-92, CU-1023, SMN-109, and VE-862, exceeded the secondary limit for TDS. Their values ranged from 587 ppm to 846 ppm.
Color (SMCL = 15 PCU) Only four of the 26 Chicot wells sampled were within the secondary standard for color. The values of the 22 wells exceeding the 15 PCU limit ranged from 20 PCU to 60 PCU.
Chloride (SMCL = 250 ppm) One well, CN-92, exceeded the chloride limit, reporting a value of 328 ppm.
Iron (SMCL = 300 ppb) Nineteen of the 26 Chicot wells sampled exceeded the secondary standard for iron. Their values ranged from 438 ppb to 16,097 ppb.
Zinc (SCML = 5,000 ppb) St. Martin Parish well SMN-109 exceeded this standard with a value of 5,031 ppb, while a duplicate sample of this same well was just below the 5,000 ppb limit at 4,930 ppb. No other well sampled in the Chicot Aquifer exceeded the SMCL for zinc.
SELECTED WATER QUALITY MAPS: For the readers convenience, maps showing the contoured values for pH, TDS, chloride, and iron are included in this summary report in Figures 4.2 through 4.5.
Summary and Recommendations
In summary, the included data show the water produced from the Chicot Aquifer project wells to be safe and potable with the exception of the one Vermilion Parish observation1 well which exceeded the Action Level for lead.
The elevated turbidity levels and exceedences of Secondary Drinking Water Standards are characteristic of the waters produced from the Chicot Aquifer and are consistent with historical sample analyses from this aquifer.
It is recommended that the project wells assigned to the Chicot Aquifer be re-sampled as planned, in approximately three years. In addition, several wells should be added to the 26 currently in place to increase the well density for this aquifer.
1
The produced waters from observation wells are not used for drinking, but for data collection purposes only. Table 4.3. Aquifer Monitoring DataHydrogeologic Setting: Chicot Aquifer
Spatial Description: Central and Southwestern Louisiana
Map Available: See Figure 4.1
Data Reporting Period: July - October 1996
Monitoring Data Type |
Total No. of Wells Used in the Assessment |
Parameter Groups |
Number of Wells |
|||||||||
No detections of parameters above MDLs or background levels |
Nitrite/nitrate concentrations range from background levels to less than or equal to 5 mg/l. No detections of parameters other than nitrite/nitrate above MDLs or background levels and/or located in areas that are sensitive or vulnerable. |
Nitrite/nitrate ranges from greater than 5 to less than or equal to 10 mg/l. Other parameters are detected at concentrations exceeding the MDL but are less than or equal to the MCLs. |
Parameters are detected at concentrations exceeding the MCLs |
Number of wells removed from service |
Number of wells requiring special treatment |
Back-ground para-meters exceed MCLs |
||||||
ND |
Number of wells in sensitive or vulnerable areas |
Nitrite/nitrate < 1 mg/l |
Nitrite/nitrate > 1 to <5 mg/l |
Number of wells in sensitive or vulnerable areas |
||||||||
Ambient Monitoring Network |
26 |
VOC |
26 |
|||||||||
SOC |
26 |
|||||||||||
NO3 |
2 |
24 |
||||||||||
Other |
||||||||||||
Note: See discussion of Chicot Aquifer for details on the aquifer and Other category under Parameter Groups
TABLE 4.4 CHICOT AQUIFER PROJECT WELLS
|
|||||
PROJECT NUMBER |
PARISH |
PARISH WELL NO. |
WELL OWNER |
DEPTH (FEET) |
WELL USE |
9616 |
ACADIA | AC-539 | CITY OF RAYNE | 251 | PUBLIC SUPPLY |
| 9102 | ACADIA | AC-6919Z | PRIVATE OWNER | "U" | IRRIGATION |
| 9618 | ALLEN | AL-141 | TOWN OF OBERLIN | 155 | PUBLIC SUPPLY |
| 8404 | BEAUREGARD | BE-378 | TRANSCONTINENTAL PIPELINE GAS | 172 | INDUSTRIAL |
| 9120 | BEAUREGARD | BE-412 | BOISE CASCADE | 202 | INDUSTRIAL |
| 9619 | BEAUREGARD | BE-486 | EAST BEAUREGARD HIGH SCHOOL | 150 | PUBLIC SUPPLY |
| 9620 | BEAUREGARD | BE-488 | SINGER WATER DISTRICT | 262 | PUBLIC SUPPLY |
| 8405 | CAMERON | CN-92 | USGS | 443 | OBSERVATION |
| 9018 | CALCASIEU | CU-1023 | PPG INDUSTRIES | 701 | INDUSTRIAL |
| 9015 | CALCASIEU | CU-1060 | PPG INDUSTRIES | 200 | PUBLIC SUPPLY |
| 9622 | CALCASIEU | CU-1125 | LDOTD | 570 | PUBLIC SUPPLY |
| 9020 | CALCASIEU | CU-699 | CITGO PETROLEUM REFINING | 530 | INDUSTRIAL |
| 8406 | CALCASIEU | CU-771 | USGS | 241 | OBSERVATION |
| 9017 | CALCASIEU | CU-869 | PPG INDUSTRIES | 526 | INDUSTRIAL |
| 9104 | EVANGELINE | EV-5314Z | PRIVATE OWNER | 180 | DOMESTIC |
| 9316 | IBERIA | I-5050Z | H. BROWN MACHINE SHOP | 188 | DOMESTIC |
| 9315 | JEFFERSON DAVIS | JD-363 | CITY OF WELSH | 237 | PUBLIC SUPPLY |
| 9409 | LAFAYETTE | LF-572 | CITY OF LAFAYETTE | 570 | PUBLIC SUPPLY |
| 9621 | RAPIDES | R-5428Z | PRIVATE OWNER | 85 | DOMESTIC |
| 8410 | ST LANDRY | SL-392 | USGS | 126 | OBSERVATION |
| 8412 | ST MARTIN | SMN-109 | USGS | 375 | OBSERVATION |
| 9314 | VERNON | V-535 | MARLOW FIRE STATION | 66 | PUBLIC SUPPLY |
| 8413 | VERMILION | VE-650 | USGS | 205 | OBSERVATION |
| 9103 | VERMILION | VE-6936Z | PRIVATE OWNER | 125 | DOMESTIC |
| 8622 | VERMILION | VE-862 | TOWN OF GUEYDAN | 249 | PUBLIC SUPPLY |
| 9617 | VERMILION | VE-882 | CITY OF KAPLAN | 279 | PUBLIC SUPPLY |
NOTE: "U" indicates depth uncertain. Project well no. 9102 is believed to be completed at a depth of 250 ft. or less.
TABLE 4.5 CHICOT AQUIFER WATER QUALITY PARAMETERS FIELD PARAMETERS |
||||||||||||||||||
WELL NUMBER |
TEMP O C |
pH SU |
COND. mmhos/cm |
SAL. ppt |
TSS ppm |
TDS Ppm |
ALKALINITY ppm |
HARDNESS ppm |
TURB. NTU |
COND. umhos/cm |
COLOR PCU |
CHLORIDE ppm |
SULFATE ppm |
NITRITE- NITRATE (as N) ppm |
TOT.P ppm |
TKN ppm |
TOC ppm |
AMMONIA (as N) ppm |
| AC-539 | 22.62 |
7.17 |
0.599 |
0.29 |
<1.0 |
348.0 |
281.0 |
179.0 |
<1.0 |
564.0 |
20.0 |
26.40 |
<0.10 |
0.050 |
0.12 |
<0.02 |
1.20 |
<0.10 |
| AC-6919Z | 23.10 |
7.62 |
0.730 |
0.36 |
47.0 |
404.0 |
227.0 |
139.0 |
3.1 |
717.0 |
30.0 |
99.00 |
<0.04 |
0.020 |
0.12 |
0.14 |
0.80 |
1.00 |
| AL-141 | 24.14 |
7.90 |
0.330 |
0.16 |
<1.0 |
246.0 |
161.0 |
2.3 |
<1.0 |
334.0 |
40.0 |
7.90 |
1.30 |
<0.020 |
0.30 |
0.24 |
3.20 |
0.20 |
| BE-378 | 23.81 |
7.12 |
0.318 |
0.15 |
<1.0 |
238.0 |
100.0 |
63.7 |
4.4 |
295.0 |
50.0 |
37.30 |
0.37 |
0.020 |
0.46 |
0.17 |
4.70 |
<0.10 |
| BE-378* | 23.81 |
7.12 |
0.318 |
0.15 |
1.0 |
230.0 |
100.0 |
63.6 |
4.2 |
300.0 |
60.0 |
37.30 |
0.37 |
0.020 |
0.47 |
0.20 |
4.30 |
<0.10 |
| BE-412 | 20.64 |
6.32 |
0.054 |
0.02 |
21.0 |
102.0 |
16.2 |
7.6 |
<1.0 |
59.4 |
20.0 |
5.30 |
0.56 |
0.050 |
0.06 |
0.13 |
1.60 |
<0.10 |
| BE-486 | 25.84 |
5.92 |
0.149 |
0.07 |
4.0 |
156.0 |
34.2 |
27.1 |
<1.0 |
146.0 |
10.0 |
24.80 |
0.95 |
0.030 |
0.06 |
0.14 |
1.80 |
<0.10 |
| BE-488 | 23.78 |
6.12 |
0.082 |
0.04 |
3.0 |
116.0 |
30.4 |
16.1 |
1.8 |
81.9 |
20.0 |
5.50 |
1.20 |
0.040 |
0.06 |
0.27 |
1.60 |
<0.10 |
| BE-488* | 23.77 |
6.12 |
0.082 |
0.04 |
1.0 |
104.0 |
30.0 |
16.6 |
2.9 |
81.1 |
20.0 |
5.60 |
1.20 |
0.050 |
0.06 |
0.10 |
1.60 |
<0.10 |
| CN-92 | 22.09 |
8.07 |
1.195 |
0.59 |
3.0 |
846.0 |
273.0 |
171.0 |
1.9 |
1560.0 |
5.0 |
328.00 |
3.40 |
<0.020 |
0.05 |
0.51 |
9.20 |
No Data |
| CU-1023 | 25.03 |
7.05 |
1.016 |
0.50 |
3.0 |
587.0 |
176.0 |
118.0 |
4.0 |
1020.0 |
20.0 |
225.00 |
0.49 |
0.020 |
0.26 |
0.22 |
6.80 |
<0.10 |
| CU-1060 | 22.14 |
6.97 |
0.371 |
0.18 |
<1.0 |
262.0 |
171.0 |
117.0 |
2.5 |
364.0 |
10.0 |
19.40 |
1.90 |
0.020 |
0.20 |
0.18 |
2.20 |
<0.10 |
| CU-1125 | 22.59 |
7.70 |
0.333 |
0.16 |
<1.0 |
238.0 |
146.0 |
58.0 |
9.4 |
323.0 |
30.0 |
20.70 |
0.41 |
0.020 |
0.28 |
0.26 |
6.50 |
<0.10 |
| CU-699 | 24.21 |
7.24 |
0.609 |
0.29 |
<1.0 |
406.0 |
190.0 |
148.0 |
5.2 |
597.0 |
20.0 |
82.80 |
0.50 |
0.020 |
0.15 |
0.17 |
6.90 |
<0.10 |
| CU-771 | 21.93 |
7.93 |
0.317 |
0.15 |
1.0 |
176.0 |
201.0 |
104.0 |
0.5 |
414.0 |
10.0 |
18.10 |
2.60 |
0.020 |
0.07 |
0.35 |
10.00 |
No Data |
| CU-869 | 24.44 |
6.36 |
0.585 |
0.28 |
6.0 |
376.0 |
155.0 |
113.0 |
6.0 |
555.0 |
30.0 |
89.60 |
2.00 |
0.020 |
0.27 |
0.18 |
2.50 |
0.10 |
| EV-5314Z | 22.39 |
7.33 |
0.613 |
0.30 |
2.0 |
434.0 |
230.0 |
157.0 |
4.8 |
602.0 |
40.0 |
42.80 |
30.20 |
0.020 |
0.11 |
<0.02 |
0.50 |
0.20 |
| I-5050Z | 21.75 |
7.22 |
0.375 |
0.18 |
30.0 |
334.0 |
250.0 |
210.0 |
69.0 |
456.0 |
20.0 |
7.90 |
<0.04 |
0.020 |
0.28 |
0.31 |
13.90 |
No Data |
| TABLE 4.5 (Cont'd) CHICOT AQUIFER WATER QUALITY PARAMETERS FIELD PARAMETERS |
||||||||||||||||||
WELL NUMBER |
TEMP O C |
pH SU |
COND. mmhos/cm |
SAL. ppt |
TSS ppm |
TDS Ppm |
ALKALINITY ppm |
HARDNESS ppm |
TURB. NTU |
COND. umhos/cm |
COLOR PCU |
CHLORIDE ppm |
SULFATE ppm |
NITRITE- NITRATE (as N) ppm |
TOT.P ppm |
TKN ppm |
TOC ppm |
AMMONIA (as N) ppm |
| JD-363 | 24.12 |
6.96 |
0.718 |
0.35 |
2.0 |
484.0 |
116.0 |
148.0 |
3.1 |
721.0 |
20.0 |
158.00 |
0.78 |
0.020 |
0.14 |
0.19 |
5.00 |
<0.10 |
| LF-572 | 20.87 |
6.71 |
0.355 |
0.17 |
3.0 |
280.0 |
181.0 |
162.0 |
1.1 |
357.0 |
20.0 |
5.20 |
<0.04 |
0.020 |
2.11 |
<0.02 |
0.40 |
0.30 |
| R-5428Z | 21.87 |
6.10 |
0.038 |
0.02 |
98.0 |
7.0 |
11.0 |
4.5 |
1.1 |
54.9 |
30.0 |
3.60 |
0.82 |
0.070 |
0.05 |
0.16 |
1.50 |
<0.10 |
| SL-392 | 21.52 |
7.23 |
0.270 |
0.13 |
18.0 |
222.0 |
134.0 |
125.0 |
60.0 |
310.0 |
20.0 |
19.00 |
5.20 |
0.020 |
0.16 |
0.06 |
10.00 |
No Data |
| SMN-109 | 21.41 |
7.38 |
0.878 |
0.43 |
5.0 |
724.0 |
468.0 |
293.0 |
10.0 |
1145.0 |
20.0 |
123.00 |
<0.04 |
0.020 |
0.14 |
0.81 |
15.20 |
No Data |
| SMN-109* | 21.41 |
7.38 |
0.878 |
0.43 |
7.0 |
730.0 |
469.0 |
294.0 |
12.0 |
1141.0 |
20.0 |
124.00 |
<0.04 |
0.020 |
0.13 |
0.77 |
14.50 |
No Data |
| V-535 | 22.55 |
5.45 |
0.026 |
0.01 |
38.0 |
9.0 |
5.9 |
4.5 |
1.2 |
29.9 |
20.0 |
3.10 |
1.80 |
0.060 |
0.04 |
0.29 |
1.00 |
<0.10 |
| VE-650 | 21.83 |
7.54 |
0.416 |
0.20 |
11.0 |
324.0 |
263.0 |
200.0 |
22.0 |
479.0 |
20.0 |
9.40 |
<0.04 |
0.020 |
0.26 |
0.91 |
12.00 |
No Data |
| VE-6936Z | 22.63 |
7.49 |
0.661 |
0.32 |
11.0 |
406.0 |
305.0 |
171.0 |
13.0 |
633.0 |
30.0 |
34.20 |
<0.04 |
0.020 |
0.18 |
0.13 |
1.30 |
0.60 |
| VE-862 | 22.62 |
7.70 |
1.077 |
0.53 |
5.0 |
644.0 |
382.0 |
213.0 |
5.5 |
1048.0 |
30.0 |
128.00 |
0.10 |
0.020 |
0.14 |
0.94 |
1.50 |
2.70 |
| VE-862* | 22.62 |
7.70 |
1.077 |
0.53 |
8.0 |
588.0 |
383.0 |
214.0 |
5.3 |
1053.0 |
30.0 |
129.00 |
<0.04 |
0.020 |
0.13 |
0.78 |
1.40 |
2.90 |
| VE-882 | 21.68 |
7.37 |
0.803 |
0.39 |
8.0 |
475.0 |
371.0 |
203.0 |
15.0 |
791.0 |
30.0 |
50.90 |
<0.10 |
0.020 |
0.20 |
0.48 |
2.10 |
1.10 |
NOTE: (*) Denotes Duplicate Sample
TABLE 4.6 CHICOT AQUIFER INORGANIC (TOTAL METALS) PARAMETERS |
|||||||||||||||
WELL NUMBER |
ARSENIC ppb |
SILVER ppb |
BARIUM ppb |
BERYLLIUM ppb |
CADMIUM ppb |
CHROMIUM ppb |
COPPER ppb |
IRON ppb |
MERCURY ppb |
NICKEL ppb |
ANTIMONY ppb |
SELENIUM ppb |
LEAD ppb |
THALLIUM ppb |
ZINC ppb |
| AC-539 | <3.6 |
<2.0 |
478.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
51.7 |
<0.05 |
4.2 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| AC-6919Z | <3.6 |
<2.0 |
566.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1028.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| AL-141 | 4.2 |
<2.0 |
11.2 |
<1.0 |
<2.0 |
<5.0 |
6.8 |
131.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| BE-378 | <3.6 |
<2.0 |
135.0 |
<1.0 |
<2.0 |
20.8 |
20.1 |
6677.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
74.70 |
| BE-378* | <3.6 |
<2.0 |
129.0 |
<1.0 |
<2.0 |
11.9 |
14.3 |
6655.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
61.40 |
| BE-412 | <3.6 |
<2.0 |
101.6 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
<10.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| BE-486 | <3.6 |
<2.0 |
156.0 |
<1.0 |
<2.0 |
5.0 |
11.6 |
73.4 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
32.70 |
| BE-488 | <3.6 |
<2.0 |
105.0 |
<1.0 |
<2.0 |
<5.0 |
32.1 |
626.0 |
<0.05 |
4.7 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
78.60 |
| BE-488* | <3.6 |
<2.0 |
100.0 |
<1.0 |
2.1 |
<5.0 |
31.4 |
483.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
76.90 |
| CN-92 | <3.6 |
<2.0 |
927.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
60.5 |
<0.05 |
<5.0 |
<10.0 |
<3.0 |
<10.0 |
<1.2 |
324.00 |
| CU-1023 | <3.6 |
<2.0 |
389.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
948.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| CU-1060 | <3.6 |
<2.0 |
218.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
543.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
81.70 |
| CU-1125 | <3.6 |
<2.0 |
161.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
3162.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| CU-699 | <3.6 |
<2.0 |
29.3 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
826.0 |
<0.05 |
4.4 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| CU-771 | <3.6 |
7.2 |
315.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
136.0 |
<0.05 |
<5.0 |
<10.0 |
<3.0 |
12.5 |
<1.2 |
125.70 |
| CU-869 | <3.6 |
<2.0 |
236.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1339.0 |
<0.05 |
5.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| EV-5314Z | <3.6 |
<2.0 |
263.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1851.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| I-5050Z | 14.4 |
<2.0 |
224.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
11093.0 |
<0.05 |
<5.0 |
<10.0 |
<3.0 |
<10.0 |
<1.2 |
981.00 |
| JD-363 | <3.6 |
<2.0 |
164.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1011.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| LF-572 | <3.6 |
<2.0 |
186.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
194.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| R-5428Z | <3.6 |
<2.0 |
21.0 |
<1.0 |
<2.0 |
5.0 |
51.0 |
748.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| SL-392 | <3.6 |
5.6 |
240.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
16097.0 |
<0.05 |
<5.0 |
<10.0 |
<3.0 |
13.1 |
<1.2 |
11.40 |
| SMN-109 | <3.6 |
<2.0 |
837.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1337.0 |
<0.05 |
<5.0 |
<10.0 |
<3.0 |
<10.0 |
<1.2 |
5031.00 |
| SMN-109* | <3.6 |
<2.0 |
846.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1395.0 |
<0.05 |
<5.0 |
<10.0 |
<3.0 |
<10.0 |
<1.2 |
4930.00 |
| V-535 | <3.6 |
<2.0 |
25.0 |
<1.0 |
<2.0 |
5.0 |
304.0 |
438.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
11.3 |
<1.5 |
169.00 |
| VE-650 | <3.6 |
<2.0 |
144.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
3397.0 |
<0.05 |
<5.0 |
<10.0 |
<3.0 |
29.3 |
<1.2 |
1698.00 |
| VE-6936Z | <3.6 |
<2.0 |
229.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1650.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| VE-862 | <3.6 |
<2.0 |
958.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1050.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| VE-862* | <3.6 |
<2.0 |
962.0 |
<1.0 |
<2.0 |
<5.0 |
<5.0 |
1050.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
<10.00 |
| VE-882 | <3.6 |
<2.0 |
69.0 |
<1.0 |
<2.0 |
<5.0 |
25.7 |
2134.0 |
<0.05 |
<4.0 |
<10.0 |
<3.0 |
<10.0 |
<1.5 |
15.40 |
NOTE: (*) Denotes Duplicate Sample
TABLE 4.7 VOC ANALYTICAL PARAMETERS |
|||
| COMPOUNDS | CONCENTRATION (ppb) |
PQL (ppb) |
|
| DICHLOROFLUOROMETHANE | BQL |
10 |
|
| CHLOROMETHANE | BQL |
10 |
|
| VINYL CHLORIDE | BQL |
10 |
|
| BROMOMETHANE | BQL |
10 |
|
| CHLOROETHANE | BQL |
10 |
|
| TRICHLOROFLUOROMETHANE | BQL |
10 |
|
| 1,1-DICHLOROETHENE | BQL |
10 |
|
| METHYLENE CHLORIDE | BQL |
10 |
|
| TRANS-1,2-DICHLOROETHENE | BQL |
10 |
|
| 1,1-DICHLOROETHANE | BQL |
10 |
|
| 2,2 DICHLOROPROPANE | BQL |
10 |
|
| CIS-1,2 DICHLOROETHENE | BQL |
10 |
|
| BROMOCHLOROMETHANE | BQL |
10 |
|
| 1,1,1-TRICHLOROETHANE | BQL |
10 |
|
| 1,1 DICHLOROPROPENE | BQL |
10 |
|
| CARBON TETRACHLORIDE | BQL |
10 |
|
| BENZENE | BQL |
10 |
|
| 1,2-DICHLOROETHANE | BQL |
10 |
|
| TRICHLOROETHENE | BQL |
10 |
|
| 1,2-DICHLOROPROPANE | BQL |
10 |
|
| BROMODICHLOROMETHANE | BQL |
10 |
|
| DIBROMOMETHANE | BQL |
10 |
|
| CIS-1,3-DICHLOROPROPENE | BQL |
10 |
|
| TOLUENE | BQL |
10 |
|
| TRANS-1,3-DICHLOROPROPENE | BQL |
10 |
|
| 1,1,2-TRICHLOROETHANE | BQL |
10 |
|
| 1,3--DICHLOROPROPANE | BQL |
10 |
|
| TETRACHLOROETHENE | BQL |
10 |
|
| 1,2-DIBROMOETHANE | BQL |
10 |
|
| DIBROMOCHLOROMETHANE | BQL |
10 |
|
| CHLOROBENZENE | BQL |
10 |
|
| ETHYLBENZENE | BQL |
10 |
|
| 1,1,1,2-TETRACHLOROETHANE | BQL |
10 |
|
| P&M XYLENE | BQL |
10 |
|
| O-XYLENE | BQL |
10 |
|
| STYRENE | BQL |
10 |
|
| BROMOFORM | BQL |
10 |
|
| ISOPROPYLBENZENE | BQL |
10 |
|
| 1,1,2,2-TETRACHLOROETHANE | BQL |
10 |
|
| 1,2,3,-TRICHLOROPROPANE | BQL |
10 |
|
| BROMOBENZENE | BQL |
10 |
|
| n-PROPYLBENZENE | BQL |
10 |
|
| 2-CHLOROTOLUENE | BQL |
10 |
|
| 4-CHLOROTOLUENE | BQL |
10 |
|
| 1,3,5-TRIMETHYLBENZENE | BQL |
10 |
|
| TERT-BUTYLBENZENE | BQL |
10 |
|
| 1,2,4-TRIMETHYLBENZENE | BQL |
10 |
|
| SEC-BUTYLBENZENE | BQL |
10 |
|
| P-ISOPRPYLTOLUENE | BQL |
10 |
|
| 1,3-DICHLOROBENZENE | BQL |
10 |
|
| 1,4-DICHLOROBENZENE | BQL |
10 |
|
| n-BUTYLBENZENE | BQL |
10 |
|
| 1,2-DIBROMO-3-CHLOROPROPANE | BQL |
10 |
|
| NAPHTHALENE | BQL |
10 |
|
| 1,2,4-TRICHLOROBENZENE | BQL |
10 |
|
| HEXACHLOROBUTADIENE | BQL |
10 |
|
| 1,2-DICHLOROBENZENE | BQL |
10 |
|
| 1,2,3-TRICHLOROBENZENE | BQL |
10 |
|
PQL = Practical Quantitation Limit
BQL = Below Quantitation Limit
ppb = parts per billion
| TABLE 4.8
SEMI-VOLATILE ORGANIC ANALYTICAL PARAMETERS |
||
| COMPOUNDS | CONCENTRATION (ppb) |
PQL (ppb) |
| N-Nitrosodimethylamine | BQL |
10 |
| 2-Picoline | BQL |
10 |
| Methyl methanasulfonate | BQL |
10 |
| Ethyl methanesulfonate | BQL |
20 |
| Phenol | BQL |
10 |
| Aniline | BQL |
10 |
| Bis(2-chloroethyl)ether | BQL |
10 |
| 2-Chlorophenol | BQL |
10 |
| 1,3-Dichlorobenzene | BQL |
10 |
| 1,4-Dichlorobenzene | BQL |
10 |
| Benzyl alcohol | BQL |
20 |
| 1,2-Dichlorobenzene | BQL |
10 |
| 2-Methylphenol | BQL |
10 |
| Bis(2-chloroisopropyl)ether | BQL |
10 |
| 4-Methylphenol | BQL |
10 |
| N-Nitroso-di-n-propylamine | BQL |
10 |
| Hexachloroethane | BQL |
10 |
| Acetophenone | BQL |
10 |
| Nitrobenzene | BQL |
10 |
| N-Nitrosopiperidine | BQL |
20 |
| Isophorone | BQL |
10 |
| 2,4-Dimethylphenol | BQL |
10 |
| 2-Nitrophenol | BQL |
10 |
| Benzoic acid | BQL |
50 |
| Bis(2-chloroethoxy)methane | BQL |
10 |
| 2,4-Dichlorophenol | BQL |
10 |
| a,a-Dimethylphenethylamine | BQL |
10 |
| 1,2,4-trichlorobenzene | BQL |
10 |
| Benzidine | BQL |
50 |
| Pyrene | BQL |
10 |
| p-Dimethylaminoazobenzene | BQL |
10 |
| Butylbenzylphthalate | BQL |
10 |
| Bis(2-ethylhexyl)phthalate | BQL |
10 |
| 3,3'-Dichlorobenzidine | BQL |
20 |
| Benzo(a)anthracene | BQL |
10 |
| Chrysene | BQL |
10 |
| Di-n-octylphthalate | BQL |
10 |
| 7,12-Dimetnylbenz(a)anthracine | BQL |
10 |
| Benzo(b)fluoranthene | BQL |
20 |
| Benzo(k)fluoranthene | BQL |
10 |
| Benzo(a)pyrene | BQL |
10 |
| 3-Methylcholanthrene | BQL |
10 |
| Dibenz(a,j)acridine | BQL |
10 |
| Indeno(1,2,3-cd)pyrene | BQL |
10 |
| Dibenz(a,h)anthracene | BQL |
10 |
| Benzo(g,h,i)perylene | BQL |
10 |
| Napthalene | BQL |
10 |
| 4-Chloroaniline | BQL |
10 |
| 2,6-Dichlorophenol | BQL |
10 |
| Hexachlorobutadiene | BQL |
10 |
| N-Nitrose-di-n-butylamine | BQL |
10 |
| 4-Chloro-3-methylphenol | BQL |
20 |
| 2-Methylnapthalene | BQL |
10 |
| Hexachlorocyclopentadiene | BQL |
10 |
| 1,2,4,5-Tetrachlorobenzene | BQL |
10 |
| 2,4,6-Trichlorophenol | BQL |
10 |
| 2,4,5-Trichlorophenol | BQL |
10 |
| 2-Chloronapthalene | BQL |
10 |
| 1-Chloronapthalene | BQL |
10 |
| 2-Nitroaniline | BQL |
50 |
| Dimethylphthalate | BQL |
10 |
| 2,6-Dinitrotoluene | BQL |
10 |
| Acenaphthylene | BQL |
10 |
| 3-Nitroaniline | BQL |
50 |
| 4-Nitrophenol | BQL |
50 |
| 2,4-Dinitrophenol | BQL |
50 |
| Acenaphthene | BQL |
10 |
| 2,4-Dinitrotoluene | BQL |
10 |
| Pentachlorobenzene | BQL |
10 |
| Dibenzofuran | BQL |
10 |
| 1-Naphthylamine | BQL |
10 |
| Diethylphthalate | BQL |
10 |
| 2,3,4,6-Tetrachlorophenol | BQL |
10 |
| 2-Naphthylamine | BQL |
10 |
| 4-Chlorophenyl phenyl ether | BQL |
10 |
| 4-Nitroaniline | BQL |
50 |
| Fluorene | BQL |
10 |
| 4,6-Dinitro-2-methylphenol | BQL |
50 |
| 4-Aminobiphenyl | BQL |
20 |
| 1,2-Diphenylhydrazine | BQL |
10 |
| Phenacetin | BQL |
20 |
| 4-Bromophenyl phenyl ether | BQL |
10 |
| Hexachlorobenzene | BQL |
10 |
| Pronamide | BQL |
10 |
| N-Nitrosodiphenylamine/Diphenylamine | BQL |
10 |
| Pentachlorophenol | BQL |
50 |
| Pentachloronitrobenzene | BQL |
20 |
| Phenathrene | BQL |
10 |
| Anthracene | BQL |
10 |
| Di-n-butylphthalate | BQL |
10 |
| Fluoranthene | BQL |
10 |
TABLE 4.9 PESTICIDES AND PCB's ANALYTICAL PARAMETERS |
||
| COMPOUNDS | CONCENTRATION (ppb) |
PQL (ppb) |
| Alpha BHC | BQL |
2 |
| Beta BHC | BQL |
2 |
| Gamma BHC | BQL |
2 |
| Delta BHC | BQL |
2 |
| Heptachlor | BQL |
2 |
| Aldrin | BQL |
2 |
| Heptachlor epoxide | BQL |
2 |
| Chlordane | BQL |
2 |
| Endosulfan I | BQL |
2 |
| 4,4'-DDE | BQL |
2 |
| Dieldrin | BQL |
2 |
| 4,4'DDD | BQL |
2 |
| Endrin | BQL |
2 |
| Toxaphene | BQL |
75 |
| Endosulfan II | BQL |
2 |
| Endrin Aldehyde | BQL |
2 |
| 4,4'DDT | BQL |
2 |
| Endosulfan Sulfate | BQL |
2 |
| Methoxychlor | BQL |
2 |
| Enduring Ketone | BQL |
2 |
| PCB 1221/ PCB 1232 | BQL |
10 |
| PCB 1016/ PCB1242 | BQL |
10 |
| PCB 1254 | BQL |
10 |
| PCB 1248 | BQL |
10 |
| PCB 1260 | BQL |
10 |
Figure 4.1

Figure 4.2

Figure 4.3

Figure 4.4

Figure 4.5
