Greener Journal of Environmental Management and Public Safety

Vol. 9(1), pp. 01-18, 2020

ISSN: 2354-2276

Copyright ©2020, the copyright of this article is retained by the author(s)

https://gjournals.org/GJEMPS

 

 

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A Comprehensive Assessment of Groundwater Quality in the Vicinity of the Three Soluos Dumpsites in Igando Area of Lagos State, Nigeria

 

 

1Salami L.; 2Susu A.A.; 3Koleola O.

 

 

1*Environmental Engineering Research Unit, Department of Chemical and Polymer Engineering, Lagos State University, Epe, Lagos, Nigeria

2Department of Chemical Engineering, University of Lagos, Akoka, Yaba, Lagos

3Department of Energy and Environmental Engineering, Edinburgh Napier University, Edinburgh, Scotland, United Kingdom.

 

 

ARTICLE INFO

ABSTRACT

 

Article No.:123119226

Type: Research

 

Groundwater contamination within the vicinity of landfill sites is a threat to the purity of drinking water from groundwater sources. This study was carried out to comprehensively assess the groundwater quality in the vicinity of the three Soluos dumpsites in Igando area of Lagos State, Nigeria. Six boreholes were dug within the vicinity of Soluos 1 dumpsite, four boreholes were dug around the vicinity of Soluos 2 dumpsite and six boreholes were also dug within the vicinity Soluos 3 dumpsite. The locations of all the dug boreholes were identified using Global positioning System (GPS) in order to identify the boreholes universally. One groundwater sample was taken from each of the dug boreholes in the vicinity of Soluos dumpsites using treated one liter plastic bottle. Moreover, two water samples were collected from two different existing household wells around the vicinity of Soluos 1dumpsite using treated one 1litre plastic bottle. The same was done in Soluos 2 and 3 dumpsites. All the samples were analysed for twenty six physicochemical parameters, seven heavy metals and three microbiological parameters using the methods prescribed by the American Public Health Association. The analysed results of groundwater samples from the dug boreholes and water samples from the existing household wells within the vicinity of the dumpsites were not totally in conformity with the guidelines on drinking water by World Health Organisation (WHO) and Federal Environmental Protection Agency (FEPA). This is an indication that the groundwater around the vicinity of the Soluos dumpsites in Igando area of Lagos State were contaminated. The contamination of water in the existing household wells within the vicinity of the dumpsites was more pronounced in comparison with the groundwater from the dug boreholes. Hence the groundwater quality around the vicinity of the dumpsites represents a threat to public health.

 

Submitted: 31/12/2019

Accepted:  12/01/2020

Published: 31/01/2020

 

*Corresponding Author

Salami L.

E-mail: SalamiLukumon@ yahoo.com; Lukumon.salami@ lasu.edu.ng

 

Keywords: Assessment; comprehensive; contamination; dumpsite; groundwater; quality

 

 

 

 

 


1.0                INTRODUCTION

 

Open dumping of waste is the most common method used in most developing countries to dispose municipal solid wastes (Mor et al., 2006 and Rajkumar et al., 2012). Landfills have been identified as one of the major threats to groundwater resources (Fatta et al., 1999; Rajkumar et al., 2012 and USEPA, 1984).  A number of incidences have been reported in the past where leachate had contaminated the surrounding soil and polluted the underlying groundwater aquifer or nearby surface water (Kumar et al., 2002; Kumar and Alappat, 2003; Masters, 1998; Lo, 1996; Chain and Dewalle, 1976; Kelly, 1976; Noble and Arnold, 1991; Qasim and Chiang, 1994; Reinhart and Grosh, 1998 and Mc Bean, 1995). Groundwater contamination within the vicinity of dumpsites occurs due to the contaminants potential of leachate from the waste and water soluble compounds in the refuse that accumulate as water moves through the landfill and contaminate soil and groundwater, thus presenting a risk to human and environmental health (Kerry et al., 2000, Ideriah et al.,2007; Olafisoye et al., 2013; Oyedami et al., 2013; Suman et al., 2006; Jhamnani and Singh, 2009 and Salami and Susu, 2012).

 

Some researchers have worked on groundwater contamination within the vicinity of dumpsites. Odukoya and Abimbola (2010) worked on contamination assessment of surface and groundwater within and around Isolo and Ojota in Lagos state. Twenty five groundwater contaminants were assessed. The assessment revealed that the values of contaminants in groundwater samples investigated exceeded the allowable limit of       USEPA, 2007 for drinking water. Sunday et al. (2012) assessed the impact of five waste dumpsites on the groundwater quality in parts of Akure, Ondo State. Seventeen water parameters were considered. The study concluded that the leachate from the dumpsites had impacted the groundwater. Ernest et al. (2010) carried out quality assessment of groundwater around Warri waste dumpsite. Eighteen waste parameters were assessed. The assessment showed that some of the water parameters assessed exceeded the World Health Organisation guideline limits for drinking water.

 

Ilaboya et al. (2014) worked on assessment of water quality index of some selected boreholes around dumpsites in Nigeria. Twenty three water parameters were assessed. The work showed that dumpsites considered had impacted negatively on groundwater quality. Awomeso et al. (2014) studied the effect of untreated sewage dump on the quality of groundwater parameters in Iddo community that have been contaminated by the disposal of untreated sewage dumps. Aderemi et al. (2011) carried out assessment of groundwater contamination by leachate near Soluos dumpsite in Lagos State. Eight water parameters were assessed. The assessment revealed that the leachate from Soluos dumpsite has a minimal impact on the groundwater resources.

 

It is evident from the previous works on groundwater contamination due to dumpsites leachate that no comprehensive study has been carried out on groundwater contamination due to Soluos dumpsites in Igando area of Lagos State. Therefore, the aim of this work is to comprehensively assess the groundwater quality within the vicinity of the three Soluos dumpsites in Igando area of Lagos State in order to provide an in-depth quality of the groundwater parameters in the vicinity of each of the dumpsites. The comprehensive assessment of groundwater quality within the vicinity of the Soluos dumpsites presents a proper understanding of the groundwater quality within the dumpsites. This will indicate if remediation of the groundwater within the vicinity of the Soluos dumpsites is necessary or not which justifies this work.

 

 

2.0                STUDY AREA

 

Soluos community is situated at Ikotun/Igando Local Council Development area of Alimosho Local Government in Lagos State, Nigeria. Three dumpsites are located in the Soluos community known as Soluos 1 (Closed), Soluos 2 and Soluos 3 (open). Soluos 1 covers about 7.8 hectares of land, Soluos 2 covers approximately 3.2 hectares of land, Soluos 3 covers about 5 hectares of land. The Soluos dumpsites are surrounded by commercial and industrial set up as well as clustered human settlement. The dumpsite has witnessed rehabilitation which comprised reclamation of land, construction of accessible road for case tipping, spreading and compaction of waste since inception (Longe and Balogun, 2010). The wastes in Soluos dumpsites are of different types, ranging from organic to inorganic, hazardous and non - hazardous. The waste stream is made up of domestic, market, commercial, industrial and institutional origins (Longe and Balogun, 2010). Soluos 1 and 2 started operation in 1994 and 1996 respectively while Soluos 3 started operation in 2006. The Soluos dumpsites are non-engineered landfill with a huge heap of waste. Trucks from different parts of Alimosho area of Lagos State collect and bring wastes to these sites and dump them in an irregular fashion. The wastes are dumped without separation but the rag pickers who constitute the informal sector rummage through the waste, help in segregating them by collecting the plastic and other valuable items and sell them to the recycling industries. The typical views of Soluos 1, 2 and 3 dumpsites are shown in Figures 1, 2 and 3 respectively.


 

 

Description: C:\Users\user\Pictures\Browse articles – Greener Scholarly Publications_files\Fig1.jpg

Figure 1: A typical view of Soluos 1 dumpsite in Igando area of Alimosho Local Government of Lagos State, Nigeria

 

 

Description: C:\Users\user\Pictures\Browse articles – Greener Scholarly Publications_files\Fig2.jpg

Figure2: A typical view of Soluos 2 dumpsite in Igando area of Alimosho Local Government of Lagos State, Nigeria.

 

Description: C:\Users\user\Pictures\Browse articles – Greener Scholarly Publications_files\Fig3.jpg

Figure 3: A typical view of Soluos 3 dumpsite in Igando area of Alimosho Local Government of Lagos State, Nigeria.

 

 

 


3.0       METHODOLOGY

 

3.1       Location of Position of Boreholes

 

Six boreholes (BH) were dug within the vicinity of Soluos 1 dumpsite, four boreholes were dug around the vicinity of Soluos 2 dumpsite and six boreholes were also dug within the vicinity of Soluos 3 dumpsite in the month of August 2014. The locations of all the dug boreholes were taken using Global Positioning System (GPS) in order to identify the boreholes universally. The coordinate list in Minna data of the dug boreholes in the vicinity of Soluos dumpsites is presented in Table 1 while the depth of each borehole dug around the vicinity of Soluos dumpsites is shown in Table 2.


 

Table 1: Coordinate List in Minna Datum

Borehole number

Eastings (m)

Northings (m)

Orthometric Heights (m)

BH 01

528001.270

725659.533

35.173

BH 02

527866.697

725528.750

34.540

BH 03

527874.639

725581.834

34.879

BH 04

527883.005

725600.306

35.035

BH 05

528118.000

725652.000

38.098

BH 06

528192.584

725584.061

34.698

BH 07

528110.278

726137.063

37.982

BH 08

528164.000

726145.000

38.269

BH 09

528166.767

726345.164

38.302

BH 10

528032.334

726199.452

37.630

BH 11

528223.586

726344.494

36.393

BH 12

528258.606

726302.929

36.519

BH 13

528023.000

726261.000

37.265

BH 14

527973.288

726202.786

37.435

BH 15

527870.063

726416.404

36.286

BH 16

527780.610

726250.378

34.539

 

 

Table 2: Depth of the boreholes dug in the vicinity of Soluos dumpsites

Dumpsite

Borehole number

Depth (m)

Soluos 3

BH 1

45.50

BH 2

45.50

BH 3

45.50

BH 4

34.50

BH 5

45.50

BH 6

45.00

Soluos 1

BH 7

41.00

BH 8

34.50

BH 9

41.00

 BH 10

34.50

BH 11

45.50

BH 12

41.00

Soluos 3

BH13

41.00

BH14

58.00

BH15

58.00

BH16

45.50

 

 


3.2       Sampling and Analysis

 

Groundwater samples were collected using 1-litre plastic bottles that had been cleaned by soaking in 10% nitric acid and rinsed with distilled water in order to avoid contamination and allowed to dry before use. In each of the sampling boreholes, the treated bottles were rinsed twice with the groundwater to be sampled prior to filling to avoid dilution. In BH 1, one groundwater sample was taken in the month of August, 2014 using the treated bottle labeled GW 1. The sample was then transferred to the laboratory in an ice cooler and stored in cold room at a temperature of 4°C. Prior to analysis, the sample was allowed to return to room temperature and measurement for groundwater quality parameters were carried out. The same was done for the rest of the boreholes.The groundwater samples from BH 2 - BH 16 were labeled GW 2 - GW 16 respectively. Moreover, water samples were also collected in the household wells within the vicinity of the Soluos dumpsites. Two water samples were taken from household wells within the vicinity of Soluos 1 dumpsite using the treated bottles labeled HW 11 and HW 12. The same was done in Soluos 2 and 3 dumpsites. The water samples were labeled HW 21 and HW 22 for Soluos 2 and HW 31 and HW 32 for Soluos 3. Tables 3, 4 and 5 showed the parameters measured for each of the groundwater samples. All the parameters were measured according to the standard method for the examination of water and wastewater by American Public Health Association (APHA, 1994) in the analytical laboratory of Bato chemicals limited, Lagos. All experiments were carried out in triplicate and the results were found reproducible within ±3% error.

 

 

4.0         RESULTS AND DISCUSSION

 

Tables 3, 4 and 5 present the Characteristics of groundwater samples from boreholes dug within the vicinity of Soluos 3, 1 and 2 dumpsites respectively while Table 6 shows the characteristics of water samples from household wells within the vicinity of Soluos dumpsites. Table 7 presents the guidelines on drinking water by World Health Organization (W.H.O) and Federal Environmental Protection Agency (FEPA).


 

Table 3: Characteristics of groundwater samples from boreholes dug within the vicinity of Soluos 3 dumpsite.

S/N

Parameters (mg/L)

GW 1

GW 2

GW 3

GW 4

1

General appearance

Clear

Clear

Clear

Brownish

2

True colour (Hz)

<5

<5

<5

<5

3

Odour

UOB

UOB

UOB

OB

4

Electrical conductivity (Us/cm)

27

23

30

635

5

pH @ 250C

6.7

4.9

5.5

6.5

6

Total dissolved solids

27.6

27.8

30.1

239

7

Total solids

55.3

55.2

57.8

307

8

Total hardness-EDTA

3.6

3.57

3.57

17.86

9

Total alkalinity

7.6

5.66

5.66

94.4

10

Ammoniacal nitrogen

0.06

ND

0.06

11.06

11

Chloride

6.9

8.94

11.7

88.06

12

Nitrate

1

0.5

0.25

0.25

13

Nitrite

ND

0.01

0.01

0.01

14

Total phosphate

1.5

1.53

1.53

1.53

15

Sulphate

3.2

3.15

3.15

33.39

16

Silica

6.5

6.5

6

6

17

Cadmium

ND

ND

ND

ND

18

Calcium

1.8

1.79

1.79

16.07

19

Chromium

ND

ND

ND

ND

20

Copper

ND

ND

ND

0.322

21

Iron

0.05

0.05

0.05

2.77

22

Lead

ND

ND

ND

ND

23

Magnesium

0.43

0.43

0.43

0.43

24

Manganese

0.019

0.004

0.007

0.08

25

Sodium

5.8

7.6

9.9

64.9

26

Potassium

0.36

0.09

0.14

13.97

27

Nickel

ND

ND

ND

ND

28

Fluoride

ND

ND

ND

ND

29

Zinc

ND

ND

ND

0.01

30

Phenol

ND

ND

ND

ND

31

Boron

0.01

0.02

0.03

0.09

32

Biochemical oxygen demand

5

5

2

10

33

Chemical oxygen demand

10

10

5

20

34

Coliform (Cfu/ml)

0

0

0

0

35

Ecoli (Cfu/ml)

0

0

0

0

36

Aerobic mesophilic count

240

260

260

278

Note: pH has no unit; OB means objectionable; UOB means unobjectionable; TNTC means too numerous to count; ND means Not detected

 

 

Table 3 continuation

S/N

Parameters (mg/L)

GW 5

GW 5

1

General appearance

Clear

Brownish

2

True colour (Hz)

<5

<5

3

Odour

UOB

UOB

4

Electrical conductivity (Us/cm)

29

76

5

pH @ 250C

5.7

5.75

6

Total dissolved solids

40.12

44

7

Total solids

57.3

80

8

Total hardness-EDTA

3.57

24.8

9

Total alkalinity

5.66

26.4

10

Ammoniacal nitrogen

ND

0.13

11

Chloride

10.32

13.40

12

Nitrate

0.25

0.25

13

Nitrite

ND

ND

14

Total phosphate

1.53

<0.05

15

Sulphate

3.75

1.9

16

Silica

6.5

6

17

Cadmium

ND

<0.001

18

Calcium

1.79

17.70

19

Chromium

ND

<0.001

20

Copper

ND

0.032

21

Iron

0.02

0.48

22

Lead

ND

<0.001

23

Magnesium

0.43

1.7

24

Manganese

ND

0.04

25

Sodium

8.8

10.3

26

Potassium

0.03

195.6

27

Nickel

ND

<0.001

28

Fluoride

ND

<0.001

29

Zinc

ND

0.006

30

Phenol

ND

<0.005

31

Boron

0.06

0.12

32

Biochemical oxygen demand

2

5

33

Chemical oxygen demand

5

10

34

Coliform (Cfu/ml)

0

0

35

Ecoli (Cfu/ml)

0

0

36

Aerobic mesophilic count

182

240

Note: pH has no unit; OB means objectionable; UOB means unobjectionable; TNTC means too numerous to count; ND means Not detected

 

 

Table 4: Characteristics of groundwater samples from boreholes dug within the vicinity of Soluos 1 dumpsite.

S/N

Parameters (mg/L)

GW 7

GW 8

GW 9

GW 10

1

General appearance

Turbid

Clear

Clear

Brownish

2

True colour (Hz)

<5

<5

<5

<5

3

Odour

UOB

UOB

UOB

UOB

4

Electrical conductivity (Us/cm)

59

50

39

3,739

5

pH @ 250C

6.50

6.90

5.10

7.40

6

Total dissolved solids

66

70

37

1212

7

Total solids

110

104

86

1262

8

Total hardness-EDTA

7.1

7.6

7.1

56.6

9

Total alkalinity

11.3

14.23

11.30

936

10

Ammoniacal nitrogen

<0.01

<0.01

<0.01

200.70

11

Chloride

6.70

6.20

10.70

329.50

12

Nitrate

0.25

0.45

0.25

0.25

13

Nitrite

<0.001

0.01

<0.001

0.03

14

Total phosphate

0.77

0.83

0.77

1.50

15

Sulphate

26.50

28.34

1.90

113.4

16

Silica

6

9

6

4.5

17

Cadmium

<0.001

0.005

<0.001

<0.001

18

Calcium

3.50

4.30

3.50

49.60

19

Chromium

<0.001

<0.001

<0.001

<0.001

20

Copper

0.074

0.09

ND

0.051

21

Iron

0.08

0.04

ND

1.00

22

Lead

<0.001

<0.001

<0.001

<0.001

23

Magnesium

0.86

0.75

0.86

1.70

24

Manganese

0.023

0.045

<0.005

0.027

25

Sodium

5.10

7.30

6.90

243.70

26

Potassium

172.60

109.56

209.90

262

27

Nickel

<0.001

<0.001

<0.001

<0.001

28

Fluoride

<0.001

<0.001

<0.001

<0.001

29

Zinc

0.061

0.085

<0.001

0.004

30

Phenol

<0.005

<0.005

<0.005

<0.005

31

Boron

0.1

0.6

0.020.16

 

32

Biochemical oxygen demand

5

9

2

70

33

Chemical oxygen demand

10

12

5

110

34

Coliform (Cfu/ml)

0

0

0

0

35

Ecoli (Cfu/ml)

0

0

0

0

36

Aerobic mesophilic count

293

306

100

100

Note: pH has no unit; OB means objectionable; UOB means unobjectionable; TNTC means too numerous to count; ND means Not detected

 

 

Table 4 continuation

S/N

Parameters (mg/L)

GW 11

GW 12

1

General appearance

Clear

Brownish

2

True colour (Hz)

<5

<5

3

Odour

UOB

UOB

4

Electrical conductivity (Us/cm)

79

46

5

pH @ 250C

6.9

3.9

6

Total dissolved solids

69

41

7

Total solids

108

71.50

8

Total hardness-EDTA

7.10

7.80

9

Total alkalinity

26.40

11

10

Ammoniacal nitrogen

1.60

<0.01

11

Chloride

14.70

14.89

12

Nitrate

0.75

0.25

13

Nitrite

<0.001

<0.001

14

Total phosphate

0.77

0.61

15

Sulphate

6.30

1.78

16

Silica

6.50

9.24

17

Cadmium

0.001

<0.001

18

Calcium

3.5

4.78

19

Chromium

0.001

<0.001

20

Copper

0.091

ND

21

Iron

0.62

<0.001

22

Lead

0.001

<0.001

23

Magnesium

0.86

0.98

24

Manganese

0.042

<0.005

25

Sodium

10.60

7.92

26

Potassium

22

156

27

Nickel

<0.001

<0.001

28

Fluoride

<0.001

<0.001

29

Zinc

0.358

<0.001

30

Phenol

0.002

<0.005

31

Boron

0.06

0.03

32

Biochemical oxygen demand

10

6

33

Chemical oxygen demand

20

5

34

Coliform (Cfu/ml)

0

0

35

Ecoli (Cfu/ml)

0

0

36

Aerobic mesophilic count

210

104

Note: pH has no unit; OB means objectionable; UOB means unobjectionable; TNTC means too numerous to count; ND means Not detected

 

 

Table 5: Characteristics of groundwater samples from boreholes dug within the vicinity of Soluos 2 dumpsite.

S/N

Parameters (mg/L)

GW 13

GW 14

GW 15

GW 16

1

General appearance

Clear

Turbid

Turbid

Clear

2

True colour (Hz)

<5

<5

<5

<5

3

Odour

UOB

UOB

UOB

UOB

4

Electrical conductivity (Us/cm)

45.60

102.60

193.40

82.70

5

pH @ 250C

5.47

6.05

6.17

6.55

6

Total dissolved solids

23.14

48.10

98.80

42.40

7

Total solids

56.78

65

167

59

8

Total hardness-EDTA

28

26

20

24

9

Total alkalinity

30

25

32.50

25

10

Ammoniacal nitrogen

0.84

1

6

1.92

11

Chloride

25

37.50

87.50

45

12

Nitrate

<0.01

<0.01

<0.01

<0.01

13

Nitrite

1.38

1.02

1.46

0.66

14

Total phosphate

1.27

1.23

0.71

0.94

15

Sulphate

1

6

12

2

16

Silica

10.50

13.20

19.50

5.20

17

Cadmium

0.014

<0.025

0.028

0.032

18

Calcium

6.413

4.809

2.405

3.206

19

Chromium

0.003

0.004

<0.001

<0.001

20

Copper

0.149

0.216

0.345

0.301

21

Iron

7

7

8

6

22

Lead

<0.001

<0.001

<0.001

<0.001

23

Magnesium

2.863

3.34

3.339

3.817

24

Manganese

2

1.78

2.04

0.81

25

Sodium

45.32

47.14

50.08

53.22

26

Potassium

7.53

4.02

3.02

2.51

27

Nickel

7.53

4.02

3.02

2.51

28

Fluoride

0.004

0.003

0.004

0.006

29

Zinc

<0.001

<0.001

<0.001

<0.001

30

Phenol

<0.001

<0.001

<0.001

<0.001

31

Boron

<0.001

<0.001

<0.001

<0.001

32

Biochemical oxygen demand

<1

<1

<1

<1

33

Chemical oxygen demand

<3

<3

<3

<3

34

Coliform (Cfu/ml)

125

30

ND

ND

35

Ecoli (Cfu/ml)

ND

ND

ND

ND

36

Aerobic mesophilic count

240

220

250

311

Note: pH has no unit; OB means objectionable; UOB means unobjectionable; TNTC means too numerous to count; ND means Not detected

 

 

Table 6: Characteristics of water samples from household wells within the vicinity of Soluos dumpsites.

S/N

Parameters (mg/L)

HW 11

HW 12

HW 21

HW 22

1

General appearance

Clear

Clear

Turbid

Clear

2

True colour (Hz)

<5

<5

<5

<5

3

Odour

OB

OB

OB

OB

4

Electrical conductivity (Us/cm)

76

44.20

113

108

5

pH @ 250C

6.5

5.9

7.38

7.45

6

Total dissolved solids

25.70

22.40

56.90

58.23

7

Total solids

324

102

1780

1678

8

Total hardness-EDTA

300.60

450.96

346

357

9

Total alkalinity

35

245

55

55

10

Ammoniacal nitrogen

0.79

1.02

8.50

7.80

11

Chloride

195

200

1000

998.35

12

Nitrate

<0.001

<0.001

0.001

0.001

13

Nitrite

0.88

0.6

2.4

2.5

14

Total phosphate

1.04

1.64

0.72

0.65

15

Sulphate

5

2

25

23

16

Silica

7.40

9.70

15.30

12.45

17

Cadmium

0.011

0.01

0.028

0.027

18

Calcium

657.31

78.56

4.608

5.001

19

Chromium

0.001

<0.001

0.004

0.004

20

Copper

0.407

0.145

0.14

0.12

21

Iron

5

4

3

2.97

22

Lead

<0.001

<0.001

0.001

0.001

23

Magnesium

324.46

60.61

44.02

42.89

24

Manganese

58

45

57.87

53.33

25

Sodium

52.39

21.88

31.62

30

26

Potassium

5.02

2.21

44.02

44.05

27

Nickel

0.008

<0.001

0.004

0.006

28

Fluoride

0.005

0.004

0.13

0.12

29

Zinc

<0.001

<0.001

0.0036

0.0024

30

Phenol

<0.001

<0.001

<0.001

<0.001

31

Boron

<0.001

<0.001

0.0036

0.0023

32

Biochemical oxygen demand

<1

<1

<1

<1

33

Chemical oxygen demand

<3

<3

<3

<3

34

Coliform (Cfu/ml)

ND

ND

16

16

35

Ecoli (Cfu/ml)

ND

ND

ND

ND

36

Aerobic mesophilic count

200

230

120

107

Note: pH has no unit; OB means objectionable; UOB means unobjectionable; ND means Not detected

 

 

Table 6 continuation

S/N

Parameters (mg/L)

HW 31

HW 32

1

General appearance

Clear

Clear

2

True colour (Hz)

<5

<5

3

Odour

OB

OB

4

Electrical conductivity (Us/cm)

190

172

5

pH @ 250C

5.2

5.6

6

Total dissolved solids

94.8

87.3

7

Total solids

138.80

160.90

8

Total hardness-EDTA

104.20

99.56

9

Total alkalinity

132.50

134.78

10

Ammoniacal nitrogen

3.50

4.01

11

Chloride

820

753

12

Nitrate

<0.01

<0.01

13

Nitrite

0.96

0.89

14

Total phosphate

0.35

0.46

15

Sulphate

4

3.83

16

Silica

13.40

12

17

Cadmium

0.004

0.004

18

Calcium

2.409

2.56

19

Chromium

<0.001

<0.001

20

Copper

0.316

0.378

21

Iron

4

4.12

22

Lead

<0.001

<0.001

23

Magnesium

23.38

28.18

24

Manganese

12.01

11.04

25

Sodium

25.40

31.27

26

Potassium

3

5.43

27

Nickel

0.003

0.002

28

Fluoride

0.003

0.003

29

Zinc

<0.001

<0.001

30

Phenol

<0.001

<0.001

31

Boron

<0.001

<0.001

32

Biochemical oxygen demand

<1

<1

33

Chemical oxygen demand

<3

<3

34

Coliform (Cfu/ml)

ND

ND

35

Ecoli (Cfu/ml)

ND

ND

36

Aerobic mesophilic count

120

110

Note: pH has no unit; OB means objectionable; UOB means unobjectionable; TNTC means too numerous to count; ND means Not detected

 

 

Table 7: Guidelines on drinking water by World Health Organization (W.H.O) and Federal Environmental Protection Agency (FEPA)

S/N

Parameters (mg/L)

WHO

FEPA

1

pH

7.0 – 8.5

6.5 – 9

2

Conductivity (Us/cm)

1000

-

3

Total dissolved solids

500

2000

4

TDVS

-

-

5

BOD

-

30

6

COD

-

80

7

Total hardness

100

<350

8

Total alkalinity

5.0

-

9

Chloride

200

600

10

Ammonia

-

2

11

Sulphate

100

500

12

Nitrate

10

20

13

Nitrite

0.1

0.2

14

Phosphate

-

5

15

Fluoride

1.0

<1

16

Silica

40

-

17

Calcium

70

200

18

Magnesium

2.0

20

19

Manganese

0.05

-

20

Potassium

1.0

-

21

Sodium

0.02

0.01

22

Phenol

-

-

23

Odour

Unobjectionable

Unobjectionabe

24

Copper

1.0

1.0

25

Iron

0.3

0.3

26

Cadmium

0.003

0.1

27

Chromium

0.05

0.1

28

Nickel

0.02

<1

29

Lead

0.01

0.01

30

Boron

0.7

0.5

31

Coliforms

0

-

32

E.coli

0

-

33

AMC

100

-

Note: pH has no unit

Source: National agency for food and drug administration and control (2001)

 

 

 


The pH of groundwater samples from boreholes dug around the vicinity of Soluos 3 dumpsite ranged from 4.9 to 6.7, the groundwater samples from boreholes dug within the vicinity of Soluos 1 dumpsite varied from 3.9 to 7.4 while the groundwater samples from boreholes dug around the vicinity of Soluos 2 dumpsite ranged from 5.47 to 6.55.The pH of water samples from the existing boreholes around the vicinity of the Soluos dumpsites varied between 5.2 and 7.38.  Among the groundwater samples from the dug boreholes in the vicinity of Soluos dumpsites, the groundwater samples from boreholes dug within the vicinity of Soluos 1 dumpsite have the widest range in term of pH. The water samples collected from household wells around the vicinity of the Soluos dumpsites have different pH values. The pH values of water samples from existing household wells around Soluos 3 and 1 dumpsites fall within the range of pH values of groundwater samples from boreholes dug within the vicinity of Soluos 3 and 1 dumpsites but the pH values of water samples from existing household wells around the vicinity of Soluos 2 dumpsite fall outside the range of pH values of groundwater samples from boreholes dug within the vicinity of Soluos 2 dumpsite. The range of pH of water samples from existing household wells around the vicinity of Soluos dumpsites measured in the work of Aderemi et al. (2010) relatively similar to the pH range measured in this work. This is a clear indication that the pH values of water in the existing household wells around the Soluos dumpsites have not really changed significantly.

 

The electrical conductivity (EU) of groundwater samples from dug boreholes dug within the vicinity of Soluos 3 dumpsite varied between 22 and 77 Us/cm except the sample from BH 4, having EC of 635 Us/cm.  In Soluos 1 dumpsite, EC ranged between 38 and 82 Us/cm except the sample from BH10, having EC of 3,739 Us/cm. The range EC for groundwater samples from boreholes dug around the vicinity of Soluos 2 dumpsite is between 45.6 and 1.93.4 Us/cm. The electrical conductivity (EC) is a valuable indicator of the amount of material dissolved in water (Suman et al., 2006). The EC of water samples around the vicinity of Soluos 3 far exceeded the range of EC of groundwater samples from dug boreholes in Soluos 3 excluding BH4 from houses around Soluos 1 have EC relatively with the range of EC of groundwater samples from boreholes dug in Soluos 1. This is also the case in Soluos 2 where the water samples from houses around the Soluos have EC that fall within the EC range of groundwater samples from the bore holes dug in Soluos 2. The outrageous EC values of groundwater samples from BH4 and BH10 is a likely indication of the effect of the dumpsite on groundwater from BH4 and BH10. The previous work done by Aderemi et al. (2011) on Soluos dumpsite has a wider range of electrical conductivity than this work. This is an indication that the amount of materials dissolving in the water around the vicinity of the dumpsites have reduced.

 

The total dissolved solid (TDS) in groundwater samples from boreholes dug around the vicinity of Soluos 3 dumpsite varied between 2.65 and 241mg/L, that around the vicinity of Soluos 1 dumpsite ranged between 37 and 1212 mg/L while groundwater samples from boreholes dug around Soluos 2 dumpsite varied between 22.19 and 98.8mg/L. In terms of TDS, groundwater samples from boreholes dug around Soluos 1 dumpsite have the widest range. Water samples from household wells around the vicinity of Soluos 3 dumpsite have TDS of 9.48 and 87.3mg/L, water samples from household wells around the vicinity of Soluos 1 dumpsite have TDS of 25.7 and 22.4mg/L while household wells around Soluos 2 have water samples with a minimum TDS of 56.9mg/L. TDS indicates the general nature of water quality or salinity. High concentrations of TDS decrease the palatability and may cause gastro-intestinal irritation in humans and may also have laxative effect particularly upon transits (WHO, 1997). The high value of TDS from groundwater samples from BH10 in Soluos 1 reveals that groundwater from BH10 may not be fit for drinking.

 

The COD of groundwater samples from boreholes dug around Soluos 3 dumpsite ranged between 5 and 22mg/L that around Soluos 1 dumpsite varied between 5 and 108mg/L while groundwater samples from boreholes dug within the vicinity of Soluos 2 dumpsite have a range less than 3. Water samples from household wells around the vicinity of all the three dumpsites in Soluos have a COD less than 3. The BOD values of the groundwater samples from all the boreholes dug in the three dumpsites were less than 13 except that of BH10 which have a BOD of 71mg/L. Water samples from the household wells around the vicinity of all the three dumpsites have a BOD value less than 1. COD is a measure of oxygen equivalent to the organic matter content of the water susceptive to oxidation by a strong chemical oxidant and thus is an index of organic pollution. The high value of COD from BH10 is attributed to the effect of the dumpsite. Though the COD values in the groundwater samples investigated are low except that of BH10. The presence of COD and BOD indicate the presence of organic contaminants in the water.

 

The concentrations of magnesium and calcium in groundwater samples from boreholes dug within the vicinity of Soluos 3 dumpsite varied between 0.43 and 1.67mg/L and between 1.5 and 17.45mg/L respectively. Around Soluos 1 dumpsite, magnesium and calcium in groundwater from the dug boreholes ranged between 0.75 and 1.76mg/L and between less than 3.25 and 49.6mg/L respectively. In Soluos 2 dumpsite, the values of magnesium and calcium ranged between 2.863 and 3.817mg/L and between 2.405 and 6.472mg/L respectively.The total hardness of groundwater samples from boreholes dug around Soluos 3, 2 and 1 dumpsites ranged between 3.57 and 28mg/L except that of BH10 which was 56mg/L. Multivalent cations, particularly Mg2+ and Ca2+ are often present at a significant concentration in natural waters (Kumar et al., 2006). These ions are easily precipitated and in particular react with soap to make it difficult to remove scum. Calcium often comes from carbonate-based minerals, such as calcite and dolomite. The low values of calcium and magnesium in the groundwater samples shows that much of calcium and magnesium based compounds are not be dumped in the dumpsites.  Magnesium salts are cathartic and diuretic and high concentration may cause laxative effect while deficiency may cause structural and functional changes (WHO, 1997). Calcium and magnesium are the important parameters for total hardness (TH). The ranges of calcium and magnesium also fall with the range of TH which shows that calcium and magnesium are important parameters for total hardness.

 

The concentrations of sodium in the groundwater samples from the boreholes dug in all the three dumpsites in Soluos fall within the range of 3.5 to 65 except for the concentration of sodium in BH10 which has a concentration of sodium to be 248mg/L. The concentrations of sodium from water samples from household wells around the vicinity of the Soluos dumpsites fall within the range of the concentrations of groundwater samples from the dug boreholes around Soluos dumpsites.

 

The concentrations of potassium varied between 0.08 and 14mg/L in the groundwater samples from boreholes dug within the vicinity of Soluos 3 and 2 dumpsites while it ranged between 22 and 173mg/L in groundwater samples from boreholes dug within the vicinity of Soluos 1 dumpsite. The concentrations of potassium in water samples from household wells within the vicinity of the Soluos dumpsites fall within the range of groundwater samples from the boreholes dug within the vicinity of Soluos 3 and 2 dumpsites. Ammoniacal nitrogen was not detected in groundwater samples from BH2 and BH5. In the remaining boreholes, the groundwater samples have ammoniacal nitrogen concentration ranging between less than 0.01 and 12mg/L except the groundwater samples from BH10 having ammoniacal nitrogen concentration of 200mg/L. Water samples from household wells from the vicinity of Soluos dumpsites have ammoniacal nitrogen concentration range between  0.79 and 7.8mg/L.

 

The chloride concentrations in the groundwater samples from boreholes dug in Soluos dumpsites ranged between 5.9 and 90mg/L except the groundwater from BH10, having chloride concentration of 328mg/L. The water samples around the household wells from the vicinity of the dumpsites varied between 195 and 1000 mg/L which is more than ten times the range of chloride concentrations in the groundwater samples from the dug boreholes. Fluoride was not detected in BH1 to BH5. In BH6 to BH12, the fluoride concentrations in groundwater samples were less than 0.001mg/L. BH13 to BH16, the fluoride concentrations in groundwater samples ranged between 0.003 and 0.006mg/L. The fluoride concentrations in water samples from household wells around the vicinity of the dumpsites fall within the range of fluoride concentrations in BH13 to BH16.

 

The high level of chloride in the water around the dumpsites vicinity may be attributed to the effect of the dumpsites and the likelihood to originate from other pollution sources such as domestic effluents, fertilizers and septic tanks and from natural sources such as rainfall and the dissolution of fluid inclusions. The high level of chloride in water from houses around the vicinity of the dumpsites is injurious to people suffering from diseases of heart or kidney (WHO, 1997). Low concentration of fluoride in drinking water has been considered beneficial but high concentration may cause dental fluorosis (tooth mottling) and more seriously skeletal fluorosis (Ravindra and Garg, 2005).

 

The nitrate and nitrile concentrations in groundwater samples from boreholes dug around the three dumpsites varied from less than 0.001 to 1.5mg/L except in BH1 and BH5 were nitrile was not detected. The water samples from household wells around the vicinity of Soluos dumpsites have nitrate and nitrile concentration ranging between less than 0.01 and 2.5mg/L. This range is a little more than nitrate and nitrile in groundwater samples from dug boreholes. The silica concentrations in the Soluos dumpsites ranged between 4.5 and 20mg/L while water samples from household wells around the vicinity of the dumpsites varied from 7.4 to 13.5mg/L which falls within the range of silica concentration in the groundwater.

 

The total phenol concentrations in groundwater samples from BH6 to BH16 ranged between less than 0.001 and 0.002mg/L while total phenol was not detected in BH1 to 3 as well as BH5. The total phenol concentrations in water samples collected from household wells around the Soluos dumpsites have a constant concentration of 0.001mg/L. The baron concentration ranged between 0.01 and 0.15mg/L in groundwater samples from BH1 to BH12 while it was less than 0.001mg/L in groundwater samples from BH13 to BH16. The boron concentrations in water samples from household wells around the vicinity of the dumpsites ranged between 0.001 and 0.0036mg/L which is less than the range in ground water samples from the dug boreholes. Copper was not detected in groundwater samples from BH1 – 3, 5, 9 and 12 but in BH 4 and 6 as well as BH 13-16, the copper concentrations in groundwater samples investigated varied between 0.03 and 0.348mg/L. The copper concentrations in water samples from household wells around the vicinity of the dumpsites in Soluos ranged from 0.12 to 0.407mg/L.

 

The total phenol concentrations in groundwater samples from BH6 to BH16 ranged from less than 0.001 to 0.002mg/L while total phenol was not detected in BH1 to 3 as well as BH5. The total phenol concentrations in water samples collected from houses around the dumpsites have a constant concentration of 0.001mg/L. The baron concentration ranged from 0.01 to 0.15mg/L in groundwater samples from BH1 to BH12 while it was less than 0.001mg/L in groundwater samples from BH13 to BH16. The boron concentrations in water samples from houses around the vicinity of the dumpsites ranged from 0.001 to 0.0036mg/L which is less than the range in ground water samples.

 

Heavy metals remain in the waste or at the waste-rock interface as a result of redox controlled precipitation reactions (Yanful et al., 1988). Further, the metal mobility is also controlled by physical sorptive mechanisms and landfills have an inherent in situ capacity for minimizing the mobility of toxic heavy metals (Pohland et al., 1993). This fixing of heavy metals reduces the risk of direct toxic effects due to ingestion of leachate contaminated groundwater (Suman et al., 2006). However, once the leachate leaves the site the situation changes. The leachate is generally a strong reducing liquid formed under methanogenic conditions and on coming into contact with aquifer materials has the ability to reduce absorbed heavy metals in the aquifer matrix (Suman et al., 2006)

 

The iron concentrations in groundwater samples from BH1 to BH3 as well as BH5 ranged between less than 0.001 and 0.09mg/L but in BH4, BH6, BH10 and BH12 to BH16, iron concentrations in the groundwater samples varied from 0.65 to 8mg/L which is beyond the stipulated standard by WHO. The iron concentrates in water samples from the household wells around the vicinity of the Soluos dumpsites ranged between 3 – 5mg/L which is also beyond the permissible limit of WHO. Zinc was not detected in groundwater samples from BH1 to 3 and BH5.  Iron is an essential part of haemoglobin, the red colouring agent of the blood that transports oxygen through our bodies. A common problem for humans is iron deficiency which leads to anemia. In BH1 to 3, BH5, and BH7-9 the iron concentrations in the groundwater can be deemed fit for ingestion. However, in BH4, BH6, BH10 and BH12 to BH16, the iron concentrations in groundwater are not suitable for human body hence they should not be used for drinking. The people who live around the vicinity of the dumpsites may suffer from conjunctivitis, choroiditis and retinitis if they drink water around the vicinity of the dumpsites as the waters contain iron concentration beyond the permissible limit. The effect of the iron may be linked to the effects of the dumpsites as the range of the iron concentrations in leachates from the dumpsite was higher than the concentrations of iron in water samples.

 

The zinc concentrations in groundwater samples from BH4 and BH6-16 ranged between less than 0.001 and 0.401mg/L. The concentrations of zinc in water samples from household wells around the vicinity of the Soluos dumpsites also fall within the range of zinc concentration in groundwater samples from BH6-16. Zinc was not detected in groundwater samples from BH1 to 3 and BH5. The zinc concentrations in groundwater samples from BH4 and BH6-16 ranged from less than 0.001 to 0.401mg/L. The concentrations of Zinc in water samples around the vicinity of the dumpsites also fall within the range of zinc concentration in groundwater samples from BH6-16. The low range concentration of zinc in water sample is an indication that the zinc from the dumpsites has no effect on the groundwater in the vicinity.

 

Lead was not also detected in groundwater samples from BH1 to 5. The concentrations of lead in groundwater samples from BH6 to 16 as well as the concentration in water samples from household wells around the vicinity of the dumpsites were less than 0.001mg/L except in BH11 where the lead concentration in the groundwater samples was exactly 0.001mg/L.Cadmium concentrations in groundwater samples from BH6 to 16 varied between less than 0.001 and 0.032mg/L while cadmium was not detected in groundwater samples from household wells within the vicinity of the dumpsites. Concentration of chromium in groundwater samples from BH6 to 16 varied between less than 0.001 and 0.003mg/L. It was not detected in groundwater samples from BH1 to 5. The concentration in water samples from household wells within the vicinity of the dumpsites fall within the range of less than 0.001 and 0.004mg/L which relatively can be compared with that of groundwater samples from BH6 to BH16.

The lead fulfils no essential function in the human body, it can merely do harm after uptake from food, air or water. Leachates from Soluos 1 and 2 have a low concentration of lead but leachates from Soluos have high concentration of lead. The effect of lead has not been felt in the groundwater within vicinity of the dumpsites especially in Soluos 3 which can be attributed to natural attenuation of contaminants. Health effects that can be caused by too much of cadmium in the body are: diarrhea, stomach pain, severe vomiting, bone fracture, reproductive failure and possibly infertility damage to the central nervous system, damage or cancer development (http/www.lentech.com/period/ element/ed.htm). The range of cadmium is within the permissible limit which implies the dumpsites do not have cadmium effect on the groundwater integrity within the vicinity of the dumpsites.

 

Copper is essential to good health. However, very large single or daily intakes of copper can be harmful. The seriousness of the effects of copper can be expected to increase with both level and length of exposure. Water containing higher than normal levels of copper may cause vomiting, diarrhea, stomach cramps and nausea. The concentrations of copper in the groundwater samples from boreholes dug around the Soluos dumpsites and water samples from houses within the vicinity of Soluos dumpsites were less than the World Health Organization (WHO) limit which indicates the dumpsites have no effect on the ground water as far as copper is concerned.

 

Chromium concentrations in leachates from no effect on the groundwater quality which means natural attenuation such as chemical transformation, sorption or dilution may have taken place. The health effects of chromium include upset stomachs and ulcers, respiratory problems, weakened immune systems, kidney and liver damage, alteration of genetic material and lung cancer death. The range of chromium in water samples investigated cannot lead to any of the aforementioned health effects.

 

The difficulty of detecting low concentration of pathogenic bacteria and viruses, coliform bacteria are used to determine the faecal contamination. The concept of coliforms as bacterial indicators of microbial water quality is based on the premise that coliforms are present in high numbers in the faeces of humans and other warm blooded animals. If faecal pollution has entered into groundwater, it is likely that those bacteria will be present even after significant dilution (Suman et al., 2006). The presence of faecal contamination of water is an indicator that a potential health risk exists for individual exposed to the water. The coliform bacteria can multiply where leachate enters an oxygenated system (Suman et al., 2006). A group of researchers have found that when leachate was diluted with the bacteria free groundwater, there was an increase in the number of thermo tolerant coliform and the bacteria were able to survive for up to two weeks under laboratory conditions.

 

The coliform and Ecoli concentration in groundwater samples from BH1 to BH12 was 0 Cfu/ml. In BH13 and BH14, the coliform values were 124 and 30 Cfu/ml  respectively, while coliform was not detected in BH15 and BH16.The AMC in groundwater samples from the dug boreholes within the dumpsites range from 100 to 311 Cfu/ml which is beyond the set limit of WHO. The AMC of water samples from the household wells within the vicinity of Soluos dumpsites varied between 107 and 230 Cfu/ml which is also beyond the set limit of WHO. The coliform and Ecoli concentration in groundwater samples from BH1 to BH12 was 0 Cfu/ml. In BH13 and BH14, the coliform values were 124 and 30 Cfu/ml on average respectively while coliform was not detected in BH15 and BH16. The leachates from the dumpsites have higher values of coliform and Ecoli but of the effects were not felt by the water within the vicinity of the dumpsites. This effect is likely to be from the leachates from the dumpsites as the AMC of the leachates are too numerous to count.

 

The standard used for comparison of groundwater samples from the dug boreholes around the vicinity of the Soluos dumpsite and water samples from houses in the vicinity of the dumpsite is the guideline for drinking water quality by World Health Organization. Groundwater from BH2, BH3 and BH5 exceeded the permissible limit in term of AMC and the water was acidic while groundwater from BH1 exceeded the limit in term of AMC only. In BH4, the groundwater has objectionable odour, brownish in colour and also exceeded the threshold limit in terms of iron content and AMC level and the water was acidic as well.  Groundwater in BH6 was acidic and exceeded the limit in terms of Iron contents and AMC level while groundwater in BH7 is very turbid and exceeded the AMC level. In BH8, the groundwater exceeded threshold in terms of cadmium and AMC level while in BH9 the water was acidic and AMC was exceeded.

 

In BH10, the groundwater was brownish in colour and exceeded the limit in terms of electrical conductivity, total dissolved solid, BOD and COD as well as AMC level. Groundwaters from BH11 have particles and exceed the threshold in term of Iron and AMC level. Groundwater in BH12 was acidic and exceeded the iron limit. In BH13, groundwater was beyond the standard limit in terms of iron, nitrite, magnesium and cadmium level which is the same in groundwater from BH14 with an objectionable odour except for the cadmium which was in the limit of the standard. Groundwater in BH15 does not fit the standard in terms of iron, nitrite, magnesium and cadmium level with an objectionable odour. This is also the case of groundwater in BH16 except that the odour is not objectionable. Water in houses around the vicinity of Soluos 3 dumpsite deviates from standard in terms of odour, pH level, chloride, cadmium and iron level. In Soluos 2, the water from houses around the vicinity does not fit the standard in terms of odour, turbidity, chloride, cadmium and iron level. Water from the vicinity of Soluos 1 dumpsite also misfit the standard in terms of odour, cadmium and iron level.

 

The previous works done on the impact of leachate from Soluos dumpsites on groundwater quality within the vicinity of Soluos dumpsites revealed that the groundwater within the vicinity of Soluos dumpsites were not contaminated (Aderemi et al., 2011 and Longe and Balogun, 2010). This work has voided the works of Aderemi et al. (2011) and Longe and Balogun (2010). In the work of Aderemi et al. (2011), only twelve parameters were assessed. These include: pH, electric conductivity, total dissolved solids, total hardness, COD, sodium, sulphate, ammonium, iron, zinc, lead and cadmium. In the work of Longe and Balogun, 2010, only eight parameters were analysed. They include: pH, total dissolved solids, dissolved solids, ammonium, sulphate, phosphate, nitrate and chloride. In this work, thirty six parameters were assessed as shown in Tables 3 - 6. Some parameters that exceeded the WHO and FEPA standard for drinking water such as AMC, odour, cadmium, general appearance and nitrite were not assessed in the previous works done by researchers on groundwater within the vicicnity of Soluos dumpsites. This work has really proved that a comprehensive assessment is imperative to really acertain the true state of groundwater instead of assessing few parameters which is just a mere preliminary investigation on the state of groundwater quality.

 

 

 

 

 

 

 

 

 

 

 

 

 

5.0       CONCLUSION

 

The comprehensive assessment of groundwater gives a proper understanding and an in-depth quality of groundwater. The comprehensive assessment carried out on groundwater from the sixteen boreholes dug within the vicinity of the three dumpsites in Soluos community in Igando area of Lagos State revealed that some of the water quality parameters measured exceeded the guideline for drinking water by World Health Organisation (WHO) and Federal Environmental Protection Agency (FEPA). Moreover, some of the water quality parameters measured in the water samples from the existing household wells within the vicinity of Soluos dumpsites also exceeded the set standard of WHO and FEPA. The contamination of water is more pronounced in the existing household wells around the vicinity of Soluos dumpsites in comparison to the groundwater from the dug boreholes. It can be concludedthat the groundwater quality in the vicinity of the Soluos dumpsites in Igando area of Lagos State represents a threat to public health.

 

 

REFERENCES

 

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Awemeso, A.J., Taiwo, A.M., Orebiyi, O.E., Orekoya, A.O. and Odjegba, O.D. (2010).’’Effect of untreated sewage dump on the quality of groundwater in Iddo community, Lagos, Nigeria’’. Journal of agricultural Science and Environment, 10(1): 98 – 106.

Chain, E. S. K. and DeWalle, F. B. (1976).“Sanitary landfill leachates and their treatment”. ASCE, Journal of Environmental Engineering Division, 102(2): 411 – 431.

Ernest, O.A. George, U.O. and Lewis, C.O. (2010).’’Quality assessment of groundwater in selected waste dumpsites areas in Warri, Nigeria’’. Environmental Research Journal, 4(4): 281 – 285.

Fatta, D.,  Papadopoulos,  A.,  Loizidou,  M. (1999)’’ A study on the landfill leachate and its impact on the groundwater quality of the greater area’’. Environmental  Geochemical and Health, 21(2):175–190.

Ideriah, T.J.K., Omuaru, V.O.T. and Osaisa, C.B. (2007).’’Concentrations of heavy metals in leachates and water around solid waste dumpsites in Port Harcourt, Nigeria’’. Cab direct, 4: 45-50.

Ilaboya, I.R., Oti, E. O., Ekoh, G. O., Umukoro, L. O. And Enamuotor, B.O. (2014).’’Assessment of water quality index of some selected boreholes around dumpsites in Nigeria’’. International Journal of Environmental Monitoring and Protection. 1(2): 47-55.

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Cite this Article: Salami L; Susu AA; Koleola O (2020). A Comprehensive Assessment of Groundwater Quality in the Vicinity of the Three Soluos Dumpsites in Igando Area of Lagos State, Nigeria. Greener Journal of Environmental Management and Public Safety, 9(1):01-18.