1998 305(b) PART IV:
GROUND WATER ASSESSMENT


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 Division’s 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

  1. Human health and/or environmental risk (toxicity)
  2. Size of the population at risk
  3. Location of the sources relative to drinking water sources
  4. Number and/or size of contaminant sources
  5. Hydrogeologic sensitivity
  6. State findings, other findings
  7. Documented from mandatory reporting
  8. Geographic distribution/occurrence
  9. Other criteria - high to very high priority in localized areas of the state

Contaminants

  1. Inorganic pesticides
  2. Organic pesticides
  3. Halogenated solvents
  4. Petroleum compounds
  5. Nitrate
  6. Fluoride
  7. Salinity/brine
  8. Metals
  9. Radionuclides
  10. Bacteria
  11. Protozoa
  12. Viruses
  13. Other - sulfates from gypsum stacks

Table 4.1. Major Sources of Ground Water Contamination

Contaminant Source

Ten Highest-
Priority
Sources(T)

Factors in Selecting a
Contaminant Source

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.

1The produced waters from observation wells are not used for drinking, but for data collection purposes only.

Table 4.3. Aquifer Monitoring Data

Hydrogeologic 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

OC

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

OC

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

wpe13E.gif (15101 bytes)

Figure 4.2

Figure 4.3

Figure 4.4

Figure 4.5

wpe2.gif (21899 bytes)