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TRANSCRIPT
JAPAN INTERNATIONAL COOPERATION AGENCY (JICA)
GENERAL DEPARTMENT OF AGRICULTURAL ENGINEERING AND WATER MANAGEMENT
MINISTRY OF AGRICULTURE AND HYDRAULIC RESOURCES
THE STUDY ON THE RURAL WATER SUPPLY PROJECT
(PHASE II) IN
THE REPUBLIC OF TUNISIA
FINAL REPORT VOLUME II
(WATER ANALYSIS AND WATER SOURCE ASSESSMENT)
MARCH 2006
TAIYO CONSULTANTS CO., LTD. NIPPON KOEI CO., LTD.
LIST OF VOLUMES
VOLUME I MAIN REPORT
VOLUME II REPORT ON WATER ANALYSIS AND WATER SOURCE ASSESSMENT
VOLUME III SUPPORTING DOCUMENTS
VOLUME IV PRACTICAL GUIDE OF THE SENSITIZATION MANUAL
Location map of sub-projects for 2005 and 2006
TUNISIA
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Project 20051 BASSATINE2 BEN THAMEUR ET BKIR3 BIR BEN ZAHRA4 MZOUGHA-ZELDOU (1st)5 MZOUGHA-ZELDOU (2nd)6 KEF DAROUGUI-SFAYA7 GASR HDID A BEJA SUD8 CITE KRICHID9 CITE KRID10 CITE MARS7 GUERGOUR-BRAHMIA FKAYHIA8 OULED FALEH13 GRAIRIA9 DOUAR EL BELDI15 ROUAOUNA10 OULED ABBES11 OULED BOUDABOUS12 EL MAAFRINE13 TIRASSET20 BIR EZZOUZ21 SFINA14 FEJ-ASSEKRA15 KSAR-OULED BOUHANI16 CEBALET BEN AMMAR17 SLAYMIA18 SKHAIBIA19 KHIOUR20 RMADHNIA21 SOUALHIA22 EL ISLAH23 EZZAGUAYA32 OULED GANA33 HENCHIR BONCHMEL24 HCHACHNA25 OUED ZITON26 AIN DEFLA27 FAKET EL KHADEM28 OULED BARKA29 SIDI SHIL30 M'BARKIA31 OULED NAOUI32 OULED YUOSSEF GALLEL33 RQUIAT44 OUAMRIA -ABABSIA45 GOULEB46 GHRIST EST
Project 20061. EL ACHICH2. SIDI ACHOUR3. BOULAHOUADH4. TASSELMINE ET SOUASSI5. ETRAMIS-EDMAIN6. EL KALBOUSSI7. SIDI HASSEN8. AIN DAM-NEFZA9. GMARA10. EL FRACHICHE11. EL ARGOUB-ERRHAMNA12. FORNA13. EL OUENA14. GHANGUET ZGALASS15. SIDI DAHER16. AGBA17. NSIRAT18. GHANZOUR19. GOUAAD20. KHOUALDIA21. HSAINIA22. BNANA / OULED BENAJEH23. MKIMEN24. CHAAIBIA25. OUED LAHTAB26. AIN JAFFEL27. GARD HADID28. OULED MOUSSA29. SLATNIA30. SOUASSIA31. CHRAIFIA32. AMMAR33. ESSAAFI34. ENJAIMIA35. NFOUTA36. OULED MASSOUD RIZG37. FRATHIA38. SMAIDIA39. MAAMRIA40. ESBIAAT, EL ARGOUB ET SOUALHIA
● Subprojects for 2005□ Subprojects for 2006● The Study is cancelled (Subprojects for 2005)□ The Study is cancelled (Subprojects for 2006)
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Abbreviations
AGR: Regional Agricultural Engineering Direction, CRDA (Arrondissement du Génie Rural)
CITET: International Center of Environmental Technology in Tunis (Centre International des Technologies de L’Environnmement de Tunis)
COFRAC: French Committee of Accreditation (Comité Français d’accréditation)
CRDA: Regional Directorate General for Agricultural Development (Commissariat Régional au Développement Agricole)
DGGREE: General Direction of Agricultural Engineering and Water Management, Ministry of Agriculture and Hydraulic Resources (Direction Générale du Génie Rural et de l’Exploitation des Eaux, Ministère de l’Agriculture et des Ressources Hydrauliques)
EPA: United States Environmental Protection Agency GDWQ: Guidelines for Drinking Water Quality of the World Health Organization GIC: Water Users Group GOT: Government of Tunisia
(Gouvernement Tunisien)
GR: Agricultural Engineering Sub Division, AGR (Génie Rural)
ISO: International Organization for Standardization
JICA: Japan International Cooperation Agency (Agence Japonaise de Coopération Internationale)
MPN: Most Probable Number
NTU: Nephelometric Turbidity Unit
RWS: Rural Water Supply
SONEDE: National Corporation for Water Development and Supply (Société Nationale d'Exploitation et de Distribution des Eaux)
WHO: World Health Organization (L’Organisation Mondiale de la Santé)
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SUMMARY
1 INTRODUCTION
The water quality analysis and evaluation were conducted for the rural water supply project (phase II), so that appropriate water sources would be selected in terms of water quality.
The present report covers (i) examination methods, (ii) water quality of water sources, (iii) assessment of water sources and (iv) recommendations related to water sources planned for the candidate subprojects of the project for 2005 and 2006.
2 CRITERIA APPLIED TO WATER SOURCE ASSESSMENT
In this study, the water quality evaluation of the water sources was carried out based on the following criteria:
(1) Evaluation criteria to be applied
NT 09.14. 1983. Norme Tunisienne Enregistrée (Qualité des eaux de boisson)
WHO Guidelines for Drinking-water Quality the 3rd edition (2004)
(2) Tunisian water quality standard is applied if the above mentioned norm and guidelines provide different criteria values for the same parameter.
(3) WHO Guidelines were applied for the parameters that are included in the WHO guideline but are not included in the Tunisian water quality standard.
(4) There are cases that the public agencies in charge evaluate and authorize use of the water sources according to the local condition. This particular consideration of the government is taken into account in the water source assessment.
It was agreed between GOT and JICA study team to apply Table 2-1 as the basis for water evaluation of the water sources and the evaluation procedure mentioned in Clause 8.5.1 for individual assessment of the water sources.
3 WATER QUALITY ANALYSIS PARAMETERS
Fifty four (54) parameters were selected based on the requirement of NT 09.14 and GDWQ (3rd Edition). Selection of the parameters was properly made from among those; (i) that will have adverse effects on human health, (ii) that will lead to complaints of the population, (iii) that will cause damages to water supply facilities, and (iv) that will provide other basic information relative to water analysis.
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4 SELECTION OF LABORATORY FOR WATER ANALYSIS IN TUNISIA
The Study Team selected four (4) laboratories in Tunisia as candidates of the contractor of the study and then compared them in terms of the technical capacity based on the following requirements:
i) The laboratory should be located in Tunisia in order to commence the water quality analysis within at least 24 hours after sampling,
ii) The laboratory should be able to detect the health concerning parameters to the concentration level lower than the criteria value,
iii) The laboratory should be equipped with the facility capable of conducting the water analysis on health concerning parameters (without subcontract), and
iv) The laboratory could undertake both sampling and analysis.
As a result, the Study Team selected CITET (Tunis International Center for Environmental Technologies) as the contractor of the Study.
5 SAMPLING
5.1 Sampling Point
The number of sampling points according to the type of water sources is given in the following Table.
Table; Number of Sampling Point Number of Sampling point
Original Plan Revised Type of Water source 2005 2006 2005 2006
1 Deep well 8 13 11 16 2 Spring 1 2 1 2 3 SONEDE connection 22 11 29 15 4 Extension GR 16 8 17 12 TOTAL 81 103 Source: Water Quality Survey of the Study
5.2 Sampling Procedures
(1) The sample container was polyethylene or a glass bottle with a mated stopper. The sample container was washed and sterilized in the laboratory and kept clean until sampling.
(2) In case a projected water source is a deep well, sampling was carried out directly from
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the pumping facility after eight hours. In case a projected water source is an existing water supply system, sampling was carried out after about one hour of flow of water.
(3) Sampling volume was four liters for physico-chemical analysis and two hundred milliliters for bacteriological analysis. In case the projected water source is a deep-well, two liters was supplemented after filtration and fixation on site for Fe2+ analysis.
(4) The samples were transported to the laboratory within 24 hours after sampling and preserved in a refrigerator. The air temperature inside the cooler box used for transportation of the samples was kept 4-10 oC in order not to freeze samples and hence to avoid the change of the samples quality.
6 WATER ANALYSIS
6.1 Site Observation and Measurement
Measurement of EC, pH, water temperature and observation/ measurement of the taste, smell and turbidity of the samples were carried out at the time of sampling. In case the projected water source is an existing water supply system, the measurement of the residual chlorine was supplemented.
6.2 Laboratory Analysis
The analysis basically followed the French standard “Comité Française d’Accréditation (COFRAC)”, which nearly complies with ISO.
7 RESULTS OF ANALYSIS
Water quality analysis was conducted of 104 samples from 103 water sources1 covering 89 subprojects for 2005 and 2006, including 14 backup water sources and 10 water sources for replaced subproject.
8 WATER SOURCE ASSESSMENT
8.1 Bacteriological Quality
8.1.1 Bacteriological Contamination
Total coliform bacteria, Thermotolerant coliform, Escherichia coli (E-coli) and Faecal streptococcus are considered as the indicators of bacteriological contamination. The number of the water sources, in which bacteriological parameters were detected, came up to 34. Total coliform of 42 water sources exceeded 50 MPN/100ml. Those water sources should not be
1 Analysis was conducted twice at a spring (one water source), once in summer and another in winter.
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used for drinking water. Bacteriological parameters were also detected in other 23 water sources, and faecal streptococci, thermotolerant coliform and Escherichia coli were present in 22 sources. The existence of those suggests fecal contamination.
8.1.2 Residual Chlorine
Residual chlorine is indispensable to protect the inhabitants from infectious diseases caused by water, however, residual chlorine was not detected at 13 water sources among 42 of project 2005 and 10 water sources among 25 of project 2006 (some samplings were conducted before the chlorination facility, and those were ejected from these counts).
8.2 Chemicals of Health Significance
The analysis revealed that concentrations of 5 chemicals of health significance, fluoride, nitrate, nitrite, boron and nickel, were higher than the criteria values in 32 water sources of the subprojects.
8.2.1 Fluoride (F)
Fifteen water sources covering 12 subprojects failed to meet the criteria value. Those are located in the middle-west semi-arid region of Tunisia.
Fluoride is known to be released in the environment from phosphate-containing rocks. The southern area of Tunisia is well known for phosphate mining and manufacturing. It is assumed that the high concentration of fluoride comes from the geology of these areas.
In the middle-west semi-arid region of Tunisia, the concentration of fluoride often exceeds the standard and it is not easy to find the water source which is suitable for drinking. Therefore, if the public agency in charge allowed use of the water sources with any risks, JICA Study Team accepted the water sources for the subproject.
8.2.2 Nitrate (NO3) and Nitrite (NO2)
Fifteen water sources and one (1) water source failed to meet the criteria values of nitrate and nitrite, respectively. These water sources are located in the intensive crop areas. Water sources that have vast drainage areas and have busy access of people and livestock, tend to have high concentration of nitrate and nitrite. Using inorganic fertilizers and inappropriate management of human and animal excreta are considered to be the main sources of nitrate contamination, because the given ammonia is oxidized to nitrite and nitrate in the soil.
8.2.3 Boron (B)
Seventeen water sources failed to meet the criteria for boron. Those are mainly located in the middle-west semi-arid region of Tunisia. The recommended value of WHO is a tentative one in view of the difficulty to remove boron where the substance exists with high concentration in the nature. According to the natural mineral water standard, limited value is 0.93mg/L, and Japanese standard value is 1.0mg/L. The concentrations of Boron in the four
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water sources that failed to meet the GDWQ criteria were below those standards.
Regarding boron, if the public agency in charge allowed use of the water source with any risks, JICA Study Team accepted the water sources for the subproject.
8.2.4 Nickel (Ni)
One (1) water source failed to meet the criteria. The water source is the existing water supply system originating from a spring. Nickel is said to be released from taps and fittings, and concentration may rise up to 1 mg/L.
8.3 Substances and Parameters that may give rise to Consumers Complaints
The majority of water sources did not satisfy the criteria values of some of the parameters relative to public acceptance including evaporation residue, total dissolved solids, pH, phenolic compounds, hardness, calcium, magnesium, sulfate, and sodium.
8.3.1 Turbidity and Color
One water source exceeded the criteria value. The water source was eliminated since the concentration of nitrate was also exceeded the criteria value. Moreover there were water sources whose turbidity was 19.7 and 21.1 NTU. They looked brown and quite turbid. It seemed difficult for the consumers to accept the water sources. Moreover, because of the possible passing of microorganisms, it is strongly recommended that turbidity be kept as low as possible, preferably less than 1 NTU. Since 16 water sources exceeded 1 NTU, turbidity should be taken into account for the disinfection.
8.3.2 Total Dissolved Solids (TDS), Conductivity and Evaporation Residue
Sixty nine water sources failed to meet the criteria for TDS and 4 water sources failed to meet the criteria for residue on evaporation.
8.3.3 pH
Although pH usually has no direct impact on consumers, it is one of the most important operational water quality parameters. For effective disinfection with chlorine, the pH should preferably be less than 8.5. However, low pH is corrosive, and extreme low value of pH could result in accidental leakage, troubles of treatment facility, and deterioration of cement-mortar lining pipes. It is noted, however, that there exist no water sources which presented a pH value less than 6.5 in this study.
8.3.4 Phenolic Compounds
Fifteen water sources failed to meet the criteria. Since phenolic compounds can not be contained in natural water, chemical factories which use phenol and cresol as material and coal-gas plants, and rain water which flowed into asphalt paving roads, could have brought about concentration of phenolic compounds.
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8.3.5 Hardness
Seven water sources in Sidi Bouzid and Siliana failed to meet the criteria value. Hardness of water is the indicator of existence of dissolved calcium and, to less extent, magnesium. Each of their ions is said to have effect on the taste.
8.3.6 Calcium
Two water sources in Kasserine and Sidi Bouzid failed to meet the criteria value. Many other inorganic salts were also detected with high values at the water source.
8.3.7 Chloride
Four water sources failed to meet the criteria. The residue on evaporation is also high at three water sources. High concentrations of chloride give a salty taste
8.3.8 Magnesium
One water source failed to meet the criteria value. It is located in Sidi Bouzid. Many other inorganic salts were also detected with high value at the water source.
8.3.9 Sulfate
Seventeen water sources failed to meet the criteria value. Many of the water sources are located in the middle west semi-arid region. The presence of sulfate in drinking water can cause noticeable taste.
8.3.10 Aluminum
Four water sources failed to meet the criteria. Aluminum exists in natural condition, but aluminum sulfate and other aluminum salts are widely used in coagulation process for drinking water treatment and this is the most common source of aluminum in drinking water.
8.3.11 Iron
At levels above 0.3 mg/L (GDWQ limit value), iron stains laundry and plumbing fixtures. In this survey, the water source in which the high concentration of ferrous iron (Fe2+) was detected did not appear.
8.4 Water Quality may affect Water Supply Facilities
Possible damage to the water supply facilities includes corrosion, formation of scale and disturbance to disinfection efficacy. Generally the following parameters are considered to be connected with these possible damages: Basic parameters turbidity, total dissolved solid, pH, hardness, chloride, sulfate, alkalinity,
erosive free carbon dioxide Reference parameters iron, copper, lead, zinc, nickel, ammonium, residual chlorine
In this study, there are no parameters, among the water sources assessed as acceptable,
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which presented extreme values beyond the criteria value. However the effect on the well and pump piping by erosive free carbonic acid was suggested by the Tunisian expert for the rural water supply. Therefore, the value of the erosive free carbonic acid in the newly established deep wells was calculated. Moreover, the effect on the water supply system which is often expressed by the Langelier’s index is also calculated.
Erosive Free Carbonic Acid As a result, the existence of the erosive free carbonic acid was predicted in five water
sources. Since measures are said to be required for erosive free carbonic acid more than 20 mg/L with less than 6.5 of pH (Japan water and food net, 2005), the values of erosive free carbonic acid are thought to be negligible.
Langelier’s Index If the Langelier’s index is equal or superior to zero, the water is considered to be
non-corrosive. If a Langelier’s index is less than -1.0, it is supposed that it acts on corrosive protection (Japan drinking water analysis method, 2001). -1.0 or less water sources were found at MZOUGHA-ZELDOU and EL ISLAH of subprojects for 2005. Especially the Langelier’s index of El ISLAH is high, and it is recommended to take some measures such as aeration or supply of alkaline agent.
8.5 Assessment of Each Water Source
8.5.1 Work flow of assessment
The work flow for assessment of the individual water source is illustrated below.
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Inadequate to beused as drinking
waterDisinfection with
chlorination isimplemented
Acceptable to beused as drinking
water(possibility of
complaint of thepopulation)
Acceptable tobe used as
drinking water
Appropriate tobe used as
drinking water
Satisfaction with criteria*1relative to bacteriological
parameters
Satisfaction with criteriavalue*1 relative to
parameters of toxic/healthconcerning chemicals
Satisfaction with criteriavalue*1 relative to
parameters of acceptabilityto consumers
Disinfection withchlorination isapplicable*2
There is a priorapproval of a concernedpublic agency to use the
water source
Satisfaction with NT09.14relative to parameters of
acceptability to consumers
STEP 1
STEP 2
STEP 3
No No
No
Yes
Yes
No
Yes
Yes
Rank D
Rank C
Rank B
Rank A
Yes
Yes
No
No
No
YesThere is a priorapproval of a concernedpublic agency to use the
water source
Note: Separate consideration will be made in case there is a possibility of damage to a water supply facility *1): NT 09.14 and GDWQ are used as the criteria. *2): Disinfection with chlorination is applied to total coliform of less than 50 MPN/100mL.
Figure 8.1 Flow of the Water Source Assessment
Each water source was assessed and classified into one of the four ranks of A, B, C and D. These ranks designate the followings:
Rank A: Appropriate to be used as drinking water Rank B: Acceptable to be used as drinking water Rank C: Acceptable to be used as drinking water, however, there is a possibility of
complaint of the population Rank D: Inadequate to be used as drinking water
8.5.2 Results of assessment
Fifteen water sources were assessed as rank A, 34 sources as rank B, 25 sources rank C and 31 sources as rank D. The two sub-projects of Ouled Ammar and Ouled Essâafi have the same water sources as the Rquiat sub-project, which had been studied in 2004, so these two sub-projects were not the object of the water quality analysis of water sources this year. On the basis of the results of analysis of the Rquiat sub-project, they were classified in rank B.
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9 RECOMENDATIONS
9.1 Establishment of a provisional guideline of drinking water quality of water sources for RWS
There are cases in Tunisia in which public agencies make their individual judgment on utilization of water sources for RWS projects. However, prior judgment of this kind was not made available officially during the study. It is recommended to establish a tentative guideline of drinking water quality of water sources for RWS projects.
9.2 Thoroughness of Chlorination
For water supply in small communities which is operated by local people, priority should be given to minimize bacteriological contamination. It is necessary to monitor the residual chlorine periodically and supply an adequate volume of the chlorine thoroughly.
9.3 Sensitization toward Water Quality
Sensitization is indispensable for the safety of water supply and conservation of water sources. People do not have knowledge about other water quality parameters, and they are not interested in. They also have little consciousness of water source conservation and most activities for conservation are not performed. AGR and health section of concerned agencies should hold sensitization meetings to the local population.
9.4 Investigation of Rough Wells
If a rough well is polluted, pollutants from cracks pollute deep aquifer, along with a casing. Many rough wells exist all over the world, and if there are those in Tunisia, expansion of pollution might be decreased with investigation of cracks in wells including shallow wells and by repairing them.
THE STUDY ON
THE RURAL WATER SUPPLY PROJECT (PHASE II) IN
THE REPUBLIC OF TUNISIA
FINAL REPORT
VOLUME OF WATER ANALYSIS AND WATER SOURCE ASSESSMENT
MARCH 2006
Table of Contents
SUMMARY 1 INTRODUCTION...................................................................................................................1 2 CRITERIA APPLIED TO WATER SOURCE ASSESSMENT. .............................................1 3 WATER QUALITY ANALYSIS PARAMETERS.................................................................. 2 4 SELECTION OF LABORATORY FOR WATER ANALYSIS IN TUNISIA........................ 3 5 SAMPLING. ............................................................................................................................4 5.1 Basic Requirements for Sampling................................................................................... 5 5.2 Sampling Points...............................................................................................................5 5.2.1 New Water Sources................................................................................................5 5.2.2 Existing Water Supply Facilities ...........................................................................6
5.3 Sampling Procedures .......................................................................................................7 5.3.1 Sample Container and Washing.............................................................................7 5.3.2 General Operation of Sampling.............................................................................7 5.3.3 Pre-treatment. ........................................................................................................8 5.3.4 Analysis Parameters and Sample Volume. ............................................................8 5.3.5 Items to be Recorded When Sampling. .................................................................8 5.3.6 Transportation and Preservation of Samples. ........................................................8
6 WATER ANALYSIS................................................................................................................8 6.1 Site Observation and Measurement................................................................................. 8 6.2 Laboratory Analysis.........................................................................................................8
7 RESULTS OF ANALYSIS......................................................................................................9 8 WATER SOURCE ASSESSMENT.........................................................................................9 8.1 Bacteriological Quality................................................................................. ...................9
8.1.1 Bacteriological Contamination. .............................................................................9 8.1.2 Residual Chlorine. ...............................................................................................10
8.2 Chemicals of Health Significance................................................................................ . 11 8.2.1 Fluoride (F)..........................................................................................................13
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8.2.3 Boron (B)............................................................................................................. 13 8.2.4 Nickel (Ni)........................................................................................................... 14
8.3 Substances and Parameters that may Give Rise to Consumers Complaints..................14 8.3.1 Turbidity and Color. ............................................................................................ 14 8.3.2 Total dissolved solids (TDS), Conductivity and Evaporation residue. ............... 15 8.3.3 pH. ....................................................................................................................... 15 8.3.4 Phenolic Compounds........................................................................................... 15 8.3.5 Hardness. ............................................................................................................. 15 8.3.6 Calcium. .............................................................................................................. 16 8.3.7 Chloride............................................................................................................... 16 8.3.8 Magnesium.......................................................................................................... 16 8.3.9 Sulfate.................................................................................................................. 16 8.3.10 Aluminium. ....................................................................................................... 16 8.3.11 Iron. ................................................................................................................... 17
8.4 Water Quality may Affect Water Supply Facilities.................. ..................................... 17 8.4.1 Turbidity and Color. ............................................................................................ 17 8.4.2 Langelier’s Index................................................................................................. 18
8.5 Assessment of Each Water Source.................. .............................................................. 19 8.5.1 Work Flow of Assessment................................................................................... 19 8.5.2 Result of Assessment........................................................................................... 21
9 RECOMENDATIONS .......................................................................................................... 22 9.1 Establishment of a Provisional Guideline of Drinking Water Quality of Water Sources for RWS................................................................................................. 22 9.2 Thoroughness of Chlorination....................................................................................... 22
9.3 Sensitization toward Water Quality............................................................................... 22 9.4 Investigation of Rough wells......................................................................................... 23
Table List Table 3-2 Characteristics of Category of Water Analysis Parameters............................................T-1 Table 3-3 Criteria Value of Water Quality Analysis Parameters ....................................................T-2 Table 4-1 Minimum Limit of Determination of CITET.................................................................T-3 Table 6-1 List of Analysis Method applied on Site Test.................................................................T-4 Table 6-2 List of Analysis Method applied for Laboratory Analysis .............................................T-5 Table 7-1(A) Results of Water Quality Analysis for Project 2005.....................................................T-6 Table 7-1(B) Results of Water Quality Analysis for Project 2006.....................................................T-9 Table 8-1 Subordinacy Free Carbonic Acid ...............................................................................T-12 Table 8-2(A) Summary of Water Source Assessment for Project 2005............................................T-13 Table 8-2(B) Summary of Water Source Assessment for Project 2006............................................T-14 Table 8-3 Evaluation of Projected Water Sources 2006 ...............................................................T-15
Appendix List Appendix 1 Organizations relative to Standard/Guideline of Water Quality................................A-1 Appendix 2 Sampling Manual .....................................................................................................A-2 Appendix 3 The results of water analysis for each sub-project of Projects 2005/2006...............A-5 Appendix 4 Characteristics of Water Quality Analysis Parameters.............................................A-6
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1 INTRODUCTION
Drinking water is an indispensable element for human’s health equilibrium, because it is taken in every day, and it includes substances that directly affect people’s health. As for the water which is mixed up with the pathogenic microorganisms, it is not rare to inflict damage on many people, such as diarrhea, and to lead to death within a short period. The hazardous chemicals that might be included in drinking water can be accumulated in the human s’ body causing long-term effects and various health impairments; one can mention the malfunction of the peripheral nervous system caused by the accumulation of lead. Many of those damages cannot be recovered in many cases, and it is not rare that they hasten death. In addition, even if there are little of hazardous chemicals in drinking water, the presence of excessive other chemical substances degrade the drinking water taste remarkably. The taste of water taken in every day is an important problem for people, and the concentration of such chemical substances needs to be in tolerance level.
Therefore, in order to secure water sources, the water quality of the water sources should be carefully investigated, and it is necessary to check that there are no serious problems on people's health and their lives. It is required to supply people either from water sources that are evaluated as safe ones or from sources that can be easily treated.
The water quality analysis and evaluation were implemented in the rural water supply project (phase II), so that appropriate water sources would be selected in terms of water quality.
The present report covers the following points related to water points planned for the candidate subproject of the project of 2005 and 2006.
- Examination methods,
- Water quality of water sources,
- Assessment of water sources, and
- Recommendations
2
2 CRITERIA APPLIED TO WATER SOURCE ASSESSMENT
The national standard for drinking water quality of each country and the Guidelines for Drinking-Water Quality of the World Health Organization (WHO) (hereinafter referred to as “the GDWQ”) (see Appendix 1) are normally regarded as the bases for establishment of the each country’s criteria and can be applied to the water source assessment.
GOT has its own Tunisian standard for drinking water quality “NT 09.14 (1983) Qualité des eaux de boisson” (see Appendix 1) (hereinafter referred to as “NT 09.14”), which stipulates “the criteria value of quality of water destined to human consumption” (hereinafter referred to as “the criteria value”). Any drinking water supply projects in Tunisia are accordingly required to satisfy the criteria value.
The GDWQ has determined guideline values for various substances contained in the drinking water, etc. based on research results relative to the water pollutant.
Therefore, in this study, the water quality evaluation of the water sources was carried out based on the following criteria:
(1) Evaluation criteria to be applied NT 09.14. 1983. Norme Tunisienne Enregistrée (Qualité des eaux de boisson) WHO Guidelines for Drinking-water Quality the 3rd edition (2004)
(2) Tunisian water quality standard is applied if the above mentioned norm and guidelines provide different criteria values for the same parameter.
(3) WHO Guidelines were applied for the parameters that are included in the WHO guideline but are not included in the Tunisian water quality standard.
(4) Available amount of water sources in Tunisia differs from place to place and most of the rural areas are faced with shortage of safe drinking water. Under such conditions, there are cases in which the public agencies in charge authorize use of water sources according to the local conditions. This particular consideration of the government was taken into account in the water source assessment.
It was agreed between GOT and JICA study team to apply Table 2-1 as the basis for water evaluation of the water sources and the evaluation procedure mentioned in Clause 8.5.1 for individual assessment of the water sources.
3
3 WATER QUALITY ANALYSIS PARAMETERS
Fifty four (54) parameters were selected based on the requirement of NT09.14 and GDWQ (3rd Edition). Selection of the parameters was properly made from among those; (i) that will have adverse effects on human health, (ii) that will lead to complaints of the population, (iii) that will cause damages to water supply facilities, and (iv) that will provide other basic information relative to water analysis. Moreover, the characteristics of each type of projected water sources such as (i) deep well, (ii) spring, (iii) SONEDE Connection1 and (iv) GR Extension2 were taken into account in selection of the parameters.
The selected water quality analysis parameters are shown in the table below.
Table; Water Quality Analysis Parameters of the Project
Category Water Quality Analysis Parameters Type of Water Source
Bacteriological Parameters
4 parameters; 1)total coliform bacteria, 2)thermotolerant coliform, 3)faecal streptococci, 4)Escherichia coli (E.coli)
All types
17 parameters; 1)arsenic, 2)cadmium, 3)cyanide, 4)total mercury, 5)lead, 6)selenium, 7)antimony, 8)silver, 9)barium, 10)molybdenum, 11)fluoride, 12)nitrate, 13)nitrite, 14)boron, 15)nickel, 16)chromium, 17)cobalt
All types
Direct adverse effects on public health
Toxic/ Health Concerning Chemicals
1 parameter; 1)total chlorine
SONEDE Connection, Extension GR
22 parameters; 1)color, 2)odor, 3)taste, 4)turbidity, 5)residue on evaporation, 6)total dissolved solids (TDS), 7)pH, 8)anionic surface active agent, 9)mineral oils, 10)phenol compounds, 11)hardness, 12)calcium, 13)chloride, 14)copper, 15)iron, 16)magnesium, 17)manganese, 18)sulfate, 19)zinc, 20)aluminum, 21)sodium, 22)ammonia
All types Acceptability to Consumers
1 parameter; 1)residual chlorine
SONEDE Connection, Extension GR
Effects on drinking water characteristics
Potential damage to water supply facilities
5 parameters; 1)total alkalinity, 2)mineral acidity, 3)total acidity, 4)iron(II), 5)iron(III)
Deep-well
Other supporting parameters
4 parameters 1)temperature, 2)electrical conductivity (EC), 3)potassium 4)salinity
All type
1 SONEDE Connection is to connect the projected rural water supply system to nearby SONEDE water supply system and purchase water under its the agreement. 2 GR Extension is to extend an existing rural water supply system developed by the AGR and the system is managed by GIC.
4
Characteristics and degree of impact on the life of the population of each category mentioned in the above table are shown in Table 3-1. The criteria value of the water quality analysis parameters are shown in Table 3-2.
5
4 SELECTION OF LABORATORY FOR WATER ANALYSIS IN TUNISIA
Sampling and water quality analysis was entrusted to a local laboratory, because the water quality analysis for Iron (II) and Iron (III) necessitated fixing of samples on site (fixation of samples is separately required in the laboratory), not only water quality analysis but also sampling should be commissioned to a contractor who had enough capacity and equipments.
The Study Team selected the following four (4) laboratories in Tunisia as candidates of the contractor, distributed the “specifications on sampling and water quality analysis” and asked them to submit the list of the minimum limits of detection and cost estimation. The Study Team examined the technical capacity and the offer amount submitted by each laboratory.
A) LCAE :Laboratoire Central d’Analyses et d’Essais B) HF : HYDROSOL FONDATIONS C) SGS : Société Générale de Surveillance D) CITET :Tunis International Centre for Environmental Technologies
As the result, it was clarified that no laboratory is competent with all the terms of reference mentioned in the specifications. The Study Team then compared the candidate contractors in terms of the technical capacity based the following requirements
i) The laboratory should be located in Tunisia in order to commence water quality analysis within at least 24 hours after sampling,
ii) The laboratory should be able to detect the health concerning parameters to the concentration level lower than the criteria value,
iii) The laboratory is equipped with the facility capable of conducting the water analysis on health concerning parameters (without subcontract), and
iv) The laboratory could undertake both sampling and analysis.
As a result, the Study Team selected CITET (Tunis International Centre for Environmental Technologies) as the contractor of the Study for the following reasons:
i) The laboratory could analyze all parameters included in the specifications except
H2S and chlorophenols,
ii) The minimum limits of detection for health concerning parameters were the lowest among the candidates, and
iii) The laboratory had enough capacity to carry out fixing of samples on site and in-situ test.
CITET is a government laboratory, under the Ministry of Agriculture, Environment and Water Resources, and provides technical services such as analysis of water quality, soil, sediment, compost, air and emission gas.
The list of the minimum limits of detection of CITET is shown in Table 4-1.
6
5 SAMPLING
JICA Study Team carried out one hundred four (104) sampling and water quality analysis for the project 2005 and 2006. There were one hundred three (103) water sources covering eighty nine (89) subprojects which included such cases as; (i) samplings were carried out twice in summer and winter at spring (1), (ii) the projected water sources were judged inappropriate and that the backup water sources were secured (14), and (iii) subprojects have been replaced due to local situations and water quality (10).
Table; Number of Sampling and Water Quality Analysis
Sampling Period Sampling and Water Quality Analysis
Water Sources Subproject
Project 2005 January to April 2004 58 58 47 Project 2006 June to July 2004 18 18 16 January to March 2005 28 28 27 TOTAL 104 103 89 Source: Water Quality Survey of the Study
5.1 Basic Requirements for Sampling
In order to undertake a precise/an accurate water quality analysis, the following actions are basically required.
(1) To select the appropriate sampling points
Selection of sampling points is important in order to measure the water quality of a water source more correctly. The details of the selection method are shown in the following section.
(2) To protect from the contamination of bacteria and other chemical substances
In order to prevent contamination, it is necessary to be cautious about the following matters.
- Sterilization and washing of the flasks
- In case of the sampling from a deep well, the water outlet must be separated from the ground.
- The attachment such as nylon hose must be removed from the water tap.
(3) To avoid the impact of water supply facilities
The impact of water supply facilities such as dissolution of metals in the retaining water could be avoided by letting the water run for a while. Letting water run must be
7
carried out at a deep well for 8 hours and for one hour at existing water supply system of the project.
5.2 Sampling Points
The number of sampling points for the project 2005 and 2006 according to the type of water sources is given in the following table.
Table; Number of Sampling Point Number of Sampling point Original Plan Revised Type of Water source 2005 2006 2005 2006
1 Deep well 8 13 11 16 2 Spring 1 2 1 2 3 SONEDE connection 22 11 29 15 4 Extension GR 16 8 17 12 TOTAL 81 103 Source: Water Quality Survey of the Study
The precise sampling points were selected in accordance with the under-mentioned principles for each type of the projected water sources.
5.2.1 New Water Sources
(1) Deep well
In case that the projected water source is a newly constructed deep well, the sample was directly taken by pumping from the well (see Figure 5-1).
Projected pipe:
Deep-well:
Sampling point:
Water Source(deep-well)
Wat
er F
low
Sub-project Area
Figure 5-1 Sampling Point (Deep well)
8
(2) Spring
In case that the projected water source is a spring, the sample was taken in the upstream from the existing intake for the reasons that there was a possibility that the water source was contaminated with feces. However the intake was already equipped with certain structure and covered with concrete, the sample was taken at the existing intake. (see Figure 5-2).
Water Source(spring)
Wat
er F
low
Existing flow:
Projected pipe:
Existing intake:
Sampling point:
Sub-project Area
(spring)
Figure 5-2 Sampling Point (Spring)
5.2.2 Existing Water Supply Facilities
In case that the projected water source is an existing water supply facility, the sample was principally taken from the nearest service facilities located in the upstream from the projected connection Point (see Figure 5-3).
Wat
er F
low
Water Source
Sub-project Area
Existing pipe:
Projected pipe:Projected Connection:
Sampling point:
Figure 5-3 Sampling Point (Existing Water Supply System)
9
5.3 Sampling Procedures
Sampling was carried out based on the following standards:
The details of preparatory works and procedure for sampling are given in the “Sampling Manual” (see Appendix 2).
Table 5-3 Standard of Sampling Method
Stage Method Reference sampling Planning
Water quality-Sampling Part 1 : General guide for establishment of sampling program
NF EN ISO 5667-1(1993)<K0410-3-1>
Sampling techniques
Water quality-Sampling Part 2 : General guide on sampling techniques
NF EN ISO 5667-2(1993)<K0410-3-2>
samples Preservation
Water quality-Sampling Part 3 : General guide on preservation and handling of samples
NF EN ISO 5667-3(1996)<K0410-3-3>
5.3.1 Sample container and washing
A polyethylene or a glass bottle with a mated stopper was used as the sample container. The sample container was washed and sterilized in the laboratory and kept clean until sampling. Except for the glass bottles with a mated stopper for bacteriological analysis, the sampling bottles were washed with water at a sampling site in advance of sampling.
5.3.2 General operation of sampling
In case a projected water source is a deep well, sampling was carried out directly from the pumping facility after eight (8) pumping hours.
In case a projected water source is an existing water supply system, the sample was taken from the existing public tap, house tap or existing valve located close to the projected connection point, after about one hour of water flow. The sampling for bacteriological parameters was carried out after sterilization of the outlet with flame or alcohol.
5.3.3 Pre-treatment
In case a projected water source is a deep-well, two liters (one polyethylene bottle) was supplemented after filtration and fixation on site for Fe2+ analysis, because Fe2+ might be the object of chemical reactions within few hours. Water samples were filtered on site immediately after sampling using filter devices. An adequate volume of filtrate was put into a 100ml flask. At first, the filtration of the water samples which had just been taken from the
10
water source was carried out on site by using flirtation equipment. Then, taking a suitable amount of filtrate obtained into a 100ml volumetric flask. Five ml of 1,10-phenanthroline solution (1g/L) was added and then, a solution of ammonium acetate solution (500g/L) was added to adjust its pH to about 5.
Many other parameters also require the fixation (e.g. most of metals are fixed with nitric acid); however the chemical reaction proceeds hardly less than at 10°C ℃, therefore, the fixation was carried out at the laboratory.
5.3.4 Analysis parameters and sample volume
In case the projected water source is a spring or an existing water supply system, the sample volume was four liters (two (2) polyethylene bottles) for physico-chemical analysis and two hundred milliliters (one (1) glass bottle) for bacteriological analysis.
5.3.5 Items to be recorded when sampling
The following items were recorded at the time of sampling:
i) Identification number of the subproject, ii) Name of subproject of the sampling site, iii) Type of water source, iv) Date and time of sampling, v) Name of the person who carried out the sampling, vi) Measurement value of on site test
5.3.6 Transportation and preservation of samples
The samples were transported to the laboratory within 24 hours after sampling and preserved in a refrigerator. The air temperature inside the cooler box used for transportation of the samples was kept 4-10 ℃ in order not to freeze samples and hence to avoid the change of the samples quality.
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6 WATER ANALYSIS
6.1 Site Observation and Measurement
Measurement of EC (electrical conductivity), pH, water temperature and observation/ measurement of the taste, smell and turbidity of the samples were carried out at the time of sampling. In case the projected water source is an existing water supply system, the measurement of the residual chlorine was supplemented.
Table 6-1 gives the list of the analytical methods applied in measurement on site.
6.2 Laboratory Analysis
The analysis basically followed the French standard “Comité Française d’Accréditation (COFRAC)”, which nearly complies with ISO. Table 6-2 gives the list of the analytical method applied in the laboratory. According to the standards, the maximum preservation period (among parameters) is one month, and analysis is required to implement within the period.
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7 RESULTS OF ANALYSIS
Water quality analysis was conducted 104 times for 103 water sources3 covering 89 subprojects including14 backup water sources and 10 water sources for replaced subproject. The results of water analysis are shown in Table 7-1. Parameters which exceeded criteria values are shown in the following Table
. Table 7-2 Parameters which Exceeded Criteria
Project 2005 Project 2006 Category Parameter NT0914 GDWQ NT0914 GDWQ
Bacteriological parameters All parameters 25 - 10 - Health concerning chemicals Fluoride - 10 - 5 Nitrate 9 6 Nitrite - - - 1 Boron - 13 - 4 Nickel - 1 - - Acceptability to consumers Turbidity 1 - - - Residue on evaporation 2 - 2 - Total dissolved solids - 44 - 26 pH 6 - 1 - Phenolic compounds - - 15 - Hardness 4 - 3 - Calcium - - 1 - Chloride 3 - 1 - Iron 1 - - - Magnesium - - 1 - Sulfate 14 - 4 - Sodium - 17 - 11 Residual chlorine - 4 - - Source: Water quality survey under the Study
Appendix 3 gives the results of water analysis for each sub-project of Project 2005 and 2006, while Appendix 4 gives characteristics of water quality analysis parameters.
3 Analysis was conducted twice at a spring (one water source), once in summer and another in winter.
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8 WATER SOURCE ASSESSMENT
8.1 Bacteriological Quality
8.1.1 Bacteriological Contamination
Total coliform bacteria, Thermotolerant coliform, Escherichia coli (E-coli) and Faecal streptococcus are considered as the indicators of bacteriological contamination. The indicators must not be detected from the supplied water according to the NT 09.14 and GDWQ (3rd Edition). Meanwhile, since it is possible to make disinfection with chlorination, certain concentrations of the bacteria. Since the sources could be disinfected through chlorination, certain concentrations are accepted and the water source can be exploited. This certain level is considered as 50 MPN/100ml in this study, because Japanese standard of raw water for drinking indicates that the permissible range is 0 to 50 MPN/100ml. The condition of bacteriological contamination is shown in the following Table.
Table 8-1 Number of Water Sources with Bacteriological Contamination
<2 <2 - 10 10 – 50 50 - Bacteriological Parameter
2005 2006 2005 2006 2005 2006 2005 2006Total coliform 52 37 6 2 - 4 - 2 Thermotolerant coliform 57 42 1 1 - 1 - 1 Faecal streptococci 37 38 15 5 5 1 1 1 Escherichia coli 56 42 2 2 - 0 - 1
34 35 18 4 5 4 1 2 All parameters 69 22 9 3
Source: Water quality survey under the Study
The number of the water sources, in which bacteriological parameters were detected, came up to 34. Total coliform of two (2) water sources exceeded 50 MPN/100ml. Those water sources should not be used for drinking water. Faecal streptococci of one (1) water source was also exceeded 50 MPN/100ml. Since three other bacteriological parameters were less then 2 MPN/100ml at the water source, it was authorized to use by DGGREE 4 . Bacteriological parameters were also detected at other 23 water sources, and faecal streptococci, thermotolerant coliform and Escherichia coli were present in 22 sources. The existence of those suggests fecal contamination.
Bacteriological contamination by water sources are shown in the following table:
4 Most of those were faecal streptococci for project 2005. The movement of it is not exactly cleared, and this
parameter should be considered as the reference.
14
Table 8-2 Number of Water Sources for every type with Bacteriological Contamination
<2 <2 - 10 10 – 50 50 - Bacteriological Parameter
2005 2006 2005 2006 2005 2006 2005 2006Deep Well 4 13 3 1 3 2 0 0 Spring 0 0 1 0 0 1 0 1 Extension GR 11 9 6 2 1 0 0 1 SONEDE Connection 19 14 8 1 1 0 1 0 Source: Water quality survey under the Study *: Biggest concentration (MPN/100ml) among bacteriological parameters at each water source (see Table 7.1)
Springs indicated higher concentration of bacteriological parameters. Extension GR also indicated relatively high concentration. SONEDE Connection indicated low concentration with only one case indicating 144 MPN/100ml of faecal streptococci.
8.1.2 Residual Chlorine
It is noted that total coliform is regarded as an indicator of bacteriological contamination. The fact that total coliform was detected in the drinking water should be considered with serious concern, and it is required for GIC and SONEDE to reinforce the chlorination and monitoring of the residual chlorine in the water supply system. Residual chlorine is indispensable to protect the inhabitants from infectious diseases caused by water, however, residual chlorine was not detected at 13 water sources among 42 of project 2005 and 10 water sources among 25 of project 2006 (some samplings were conducted before the chlorination facility, and those were ejected from these counts). The following Figures shows the correspondence of the residual chlorine and bacteriological contamination5.
00.20.40.60.8
11.21.41.61.8
2
0 2 4 6 8 10
Bacteriological Parameter (MPN/100mg)
Resi
dual
Chlo
rine (
mg/
L)
>2
- Figure; Residual Chlorine and Bacteriological Contamination for Project 2005
5 Since many of the bacteriological parameters of Project 2005 were faecal streptococci and their movement is
not clear, the results of the analysis of the parameters are removed from the Figure for project 2005.
15
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0 20 40 60 80 100 120
Bacteriological Parameter (MPN/100mg)
Resi
dual
Chlo
rine (
mg/
L)
>2
- Figure; Residual Chlorine and Bacteriological Contamination for Project 2006
Source: Water quality survey under the Study
The figures show that some samples which contain less than 0.2 mg/L of residual chlorine were contaminated. It must be concluded that the water sources which residual chlorine were null were easy to be contaminated.
8.2 Chemicals of Health Significance
Regarding chemicals of health significance (toxic chemicals and health concerning chemicals, see Table 3-3), when the value was over the Tunisian standard (NT 09.14), the water source was judged to be unsuitable. However, NT 09.14 set different standard values for fluoride for various ranges of the annual average of the maximum daily temperature. Due to lack of adequate data of the air temperature in each subproject area, it was difficult to apply the Tunisian standard value as the criteria value in the water source assessment. Therefore, the guideline value of 1.5 mg/L of the GDWQ was adopted as the criteria value in principle. The parameters which are not listed in the Tunisian standard were referred to the GDWQ for the evaluation of the water sources.
The analysis revealed that concentrations of five (5) chemicals of health significance, fluoride, nitrate, nitrite, boron and nickel, were higher than the criteria values in 32 water sources of the subprojects.
Overvalues of chemicals of health significance by water source are shown in the following Table.
16
Table 8-3 Number of Water Sources for every type with Chemicals of Health Significance
Fluoride Nitrate Nitrite Boron Nickel Type of Water Source 200
5 200
6 200
5 200
6 200
5 200
6 200
5 200
6 200
5 200
6 Deep Well 1 2 3 4 - 1 3 3 - - Spring - - 1 - - - - - - - Extension GR 5 - 2 1 - - 5 1 1 - SONEDE Connection 4 3 3 1 - - 5 - - - Source: Water quality survey under the Study
Fluoride, nitrate and boron are detected from each water sources without inclination. As for the ratio, deep well is relatively high. The number of the deep wells, in which high values of chemicals of health significance were detected, is 5 out of 10 for project 2005 and 6 of 16 for project 2006. It shows more than one third of the water sources were unsuitable for drinking. The unsuitable ratio of the water sources of Extension GR is also high. Nine water sources of 30 contain high values of chemicals of health significance. SONEDE is lowest and 11 water sources of 44 contain high values of chemicals of health significance.
Regional features are shown in the following Table.
Table 8-4 Number of Water Sources for every region with Chemicals of Health Significance
Fluoride Nitrate Nitrite Boron Nickel Type of Water Source
2005 2006 2005 2006 2005 2006 2005 2006 2005 2006
Seacoast region - - 1 - - - - - - - Northwest hilly region - - 5 3 - - 2 - 1 - Middle west semi-arid region 10 5 3 3 - 1 11 4 - - Source: Water quality survey under the Study Note: Three regions were classified referring to the main report.
In the seacoast region, the water source containing high values of chemicals of health significance was only nitrate at one water source. These chemicals were mainly detected in the middle-west semi-arid region. In the northwest hilly region, high values of nitrate were detected.
The followings are further comments about 5 chemicals of health significance
8.2.1 Fluoride (F)
The guideline value of 1.5mg/L of GDWQ was adopted as the criteria value for fluoride.
Fifteen water sources covering 12 subprojects failed to meet the criteria value. They are located in the middle-west semi-arid region of Tunisia.
17
Fluoride is known to be released in the environment from phosphate-containing rocks. The southern area of Tunisia is well known for phosphate mining and manufacturing. It is assumed that the high concentration of fluoride comes from the geology of these areas.
In the middle-west semi-arid region of Tunisia, the concentration of fluoride often exceeds the standard and it is not easy to find the water source which is suitable for drinking. Therefore, if the public agency in charge allowed use of the water sources with any risks, JICA Study Team accepted the water sources for the subproject. The monitoring for the skeletal fluorosis is necessary in that case, and if the symptom appears frequently, the water source use must be stopped.
As for the water treatment, several fluoride removal techniques have been developed so far. The most frequently adopted techniques are Ion exchange and /or absorption with either charred bone-meal or activated alumina (Al2O3). Concentration less than 1mg/L can be achievable using activated alumina. However, adaptability of these techniques should be examined with due consideration of the local circumstances such as availability of material, financial constraints and needs for capacity development for management of the system.
8.2.2 Nitrate (NO3) and Nitrite (NO2)
The guideline value 45 mg/L of NT 09.14 was adopted as the criteria value for nitrate, and the guideline value 0.2 mg/L of GDWQ was adopted as the criteria value for nitrite.
Fifteen water sources and one (1) water source failed to meet the criteria values of nitrate and nitrite, respectively. These water sources tend to be located in the intensive crop areas. Water sources which have vast drainage areas and have busy access of people and livestock, tend to have high concentration of nitrate and nitrite. Using inorganic fertilizers and inappropriate management of human and animal excreta are considered to be the main sources of nitrate and nitrite contamination, because the given ammonia is oxidized to nitrite and nitrate in the soil (GDWQ 2nd edition volume 2, 1996).
Concentration of nitrate can be reduced to lower than 5mg/L using biological denitrification for surface waters and ion exchange for groundwater. However, there is no cost-effective water treatment technique that is both convenient and generally applicable for water supply in small communities for reducing nitrate and nitrite levels in water. Consideration should therefore be given to the protection of water sources, particularly in the area where the principal sources of contamination are agricultural use of fertilizers or human and animal feces discharge.
18
8.2.3 Boron (B)
The provisional guideline value of 0.5mg/L of GDWQ was referred to for the criteria value of boron, since NT 09.14 has no standard value of Boron.
Seventeen water sources failed to meet the criteria for boron. Those are mainly located in the middle-west semi-arid region of Tunisia.
Conventional water treatment techniques such as coagulation, sedimentation and filtration can not significantly remove boron. Special methods including ion exchange and reverse osmosis processes are required to remove boron substantially. However, they are prohibitively expensive. Mixing of waters or introduction of alternative water sources may be the only economical way to reduce boron concentration.
The recommended value of WHO is a tentative one in view of the difficulty to remove boron where the substance exists with high concentration in the nature. According to the Natural Mineral Water Standard of PNT 6 09.33, 2003, limited value is 0.93mg/L, and Japanese standard value is 1.0mg/L. The concentrations of Boron in the thirteen water sources which failed to meet the GDWQ criteria among seventeen were below those standards.
Regarding boron, if the public agency allowed use of the water source with any risks, JICA Study Team accepted the water source for the subproject.
8.2.4 Nickel (Ni)
The provisional guideline value of 0.02mg/L of GDWQ (the 3rd edition (Draft)) was adopted as the criteria value for nickel, since NT 09.14 has no standard value for nickel.
One (1) water source failed to meet the criteria. The water source is the existing water supply system originating from a spring. Nickel is said to be released from taps and fittings, and concentration may rise up to 1 mg/L.
The guideline value of GDWQ is considered provisional due to lack of evidence of a carcinogenic risk from oral exposure to nickel and uncertainties about the critical level for mortality during pregnancy.
A conventional technique such as coagulation is available for removal of Nickel, which however, does not exist in raw water in natural condition.
6 PNT : Projet de Norme Tunisienne
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8.3 Substances and Parameters that may Give Rise to Consumers Complaints
The majority of water sources did not satisfy the criteria values of some of the parameters relative to public acceptance including evaporation residue, total dissolved solids, pH, phenolic compounds, hardness, calcium, magnesium, sulfate, aluminum, iron, and sodium.
8.3.1 Turbidity and Color
The guideline value of 25 NTU (nephelometric turbidity unit) of NT09.14 was adopted as the criteria value for turbidity.
One water source exceeded the criteria value. The water source was eliminated since the concentration of nitrate was also exceeded the criteria value. Moreover there were water sources the values were 19.7 and 21.1 NTU. Those looked brown and quite turbid. The water seemed that it was difficult to be accepted by the consumers.
Because of the possible passing of microorganisms, it is strongly recommended that turbidity be kept as low as possible, preferably less than 1 NTU at the outlet of the treatment plant. Since 16 water sources exceeded 1 NTU, turbidity should be taken into account for the disinfection (GDWQ 2nd edition volume 3, 1997).
8.3.2 Total Dissolved Solids (TDS), Conductivity and Evaporation Residue
The acceptable level (taste) to consumers of 2,500 mg/L of NT09.14 was adopted as the criteria value for residue on evaporation. GDWQ (1000 mg/L) was adopted as the criteria value for TDS.
Sixty nine water sources failed to meet the criteria for TDS and 4 water sources failed to meet the criteria for residue on evaporation.
TDS comprises inorganic salts (principally calcium, magnesium, potassium, sodium, bicarbonates, chlorides and sulfates) and small amounts of organic matters that are dissolved in water. Residue on evaporation is the remaining substances when the water is evaporated. The difference between them is only their detection methods but the principles are basically the same.
Conductivity and Salinity are correlative with residue on evaporation. Those parameters were measured on site, and if the value was high, the taste was carefully checked.
8.3.3 pH
The acceptable level of NT 09.14 (6.5 to 8.5) was adopted as the criteria value of pH. Seven water sources failed to meet the criteria value.
20
Although pH usually has no direct impact on consumers, it is one of the most important operational water quality parameters. For effective disinfection with chlorine, the pH should preferably be less than 8.5 (Disinfection of Water, Japan Water Management & Environment Center, 1997). However, low pH is corrosive, and extreme low value of pH could result in accidental leakage, troubles of treatment facility, and deterioration of cement mortar lining pipes. It is noted, however, that there exist no water sources which presented a pH value less than 6.5 in this study.
8.3.4 Phenolic Compounds
The acceptable level for domestic use in NT 09.14 (0.002 mg/L) should have been adopted as the criteria value. However, as the limit of detection of CITET was 0.025 mg/L, therefore the value was regarded as the criteria value. 15 water sources failed to meet the criteria.
Since phenolic compounds can not be contained in natural water, chemical factories which use phenol and cresol as material and coal-gas plants, and rain water which flowed into asphalt paving roads, could serve there phenolic compounds.
The stationary pollution source such as a chemical factory does not exist near the water sources. Moreover, many water sources in which high values of phenolic compounds were detected in several governorates as well as in several types of water sources. Therefore it is assumed that phenolic compounds are distributed in the whole country. However there are obscure points, because no water source with high value of phenolic compounds was found in the survey conducted in 2004 and the cause cannot be specified. Since it is a critical matter that might cause problems such as foul smell, a note of caution should be considered and monitoring efforts should be made in order to trace the water source condition.
8.3.5 Hardness
The acceptable level for domestic use in NT 09.14 (100 Fo (1,000 mg/L)) was adopted as the criteria value. Although there may be an inverse proportion between hardness of water and occurrence of cardiovascular diseases, the available data were insufficient to draw a conclusion (GDWQ 2nd edition volume 2, 1996).
Seven water sources failed to meet the criteria value. The locations were Sidi Bouzid and Siliana.
Hardness of water is the indicator of existence of dissolved calcium and, to less extent, magnesium. It is usually expressed as the equivalent quantity of calcium carbonate (CaCO3). Each of their ions is said to have effect on the taste and cause diarrhea, though the acceptance level relative to taste differs greatly among regions.
21
Depending on pH and alkalinity, hardness more than 200mg/L can result in scale deposition and increase in soap consumption. Soft waters with hardness less than 100 mg/L have a low buffering capacity and may be more corrosive on water pipes (GDWQ 3rd edition, 2004).
8.3.6 Calcium
The acceptable level for domestic use in NT 09.14 (300 mg/L) was adopted as the criteria value.
Two water sources failed to meet the criteria value. Those are located in Kasserine and Sidi Bouzid. Many other inorganic salts were also detected with high values at the water sources, and with high hardness.
8.3.7 Chloride
The acceptable level for domestic use in NT 09.14 (300 mg/L) was adopted as the criteria value.
Four water sources failed to meet the criteria. The residue on evaporation is also high at three water sources. High concentrations of chloride give a salty taste to drinking water. It is necessary to carefully discuss this issue with the beneficiaries.
8.3.8 Magnesium
The acceptable level for domestic use in NT 09.14 (150 mg/L) was adopted as the criteria value.
One water source failed to meet the criteria value. It is located in Sidi Bouzid. Many other inorganic salts were also detected with high value at the water source.
8.3.9 Sulfate
The acceptable level for domestic use in NT 09.14 (600 mg/L) was adopted as the criteria value.
Seventeen water sources failed to meet the criteria value. Many of the water sources are located in the middle-west semi-arid region. The presence of sulfate in drinking water can cause noticeable taste.
8.3.10 Aluminum
The acceptable level to consumers of GDWQ (0.2 mg/L) was adopted as the criteria value. Four (4) water sources failed to meet the criteria.
22
Aluminum exists in natural condition, but aluminum sulfate and other aluminum salts are widely used in coagulation process for drinking water treatment and this is the most common source of aluminum in drinking water.
The presence of aluminum at concentrations in excess of 0.1 mg/L to 0.2 mg/L often leads to consumer complaints as a result of deposition of aluminum hydroxide floc in distribution systems and the exacerbation of discoloration of water by iron.
8.3.11 Iron
The acceptable level for domestic use in NT 09.14 (1 mg/L) was adopted as the criteria value, and one water source failed to meet the criteria.
At levels above 0.3 mg/L (GDWQ limit value), iron stains laundry and plumbing fixtures. Anaerobic ground water may contain ferrous iron (Fe2+) at concentrations of up to several mg/L without discoloration or turbidity when directly pumped from a well. On exposure to the atmosphere, however, the ferrous iron (Fe2+) oxidizes to ferric iron (Fe3+), giving an objectionable reddish brown color to the water. Iron also promotes the growth of ‘iron bacteria,” which derive their energy from the oxidation of ferrous iron (Fe2+) to ferric iron (Fe3+) and in the process deposit a slimy coating on the piping.
In this survey, the water source in which the high concentration of ferrous iron (Fe2+) was detected did not appear, however, it is necessary to check the change of the concentration by monitoring.
In addition, it was found that the instrument for the iron removal had not been operated because of poor maintenance. The enforcement of the GIC for the operation of the equipment is required.
8.4 Water Quality may affect Water Supply Facilities
Possible damage to the water supply facilities includes corrosion, formation of scale and disturbance to disinfection efficacy. Generally the following parameters are considered to be connected with these possible damages:
Basic parameters turbidity, total dissolved solid, pH, hardness, chloride, sulfate, alkalinity, erosive free carbon dioxide
Reference parameters iron, copper, lead, zinc, nickel, ammonium, residual chlorine
In this study, there are no parameters, among the water sources assessed as acceptable, which presented extreme values beyond the criteria value. However a Tunisian expert for the rural water supply suggested the effect on the well and pump piping by erosive free carbonic acid. For this reason, the value of the erosive free carbonic acid in the newly established deep wells was calculated. Moreover, as the effect on the water supply system is often expressed by the Langelier’s index, it is also calculated.
23
8.4.1 Corrosive Free Carbonic Acid
Erosive free carbonic acid is a kind of free carbonic acid which acts in erosion, and is calculated as follows.
Erosive Free Carbonic Acid
The free carbonic acid (CO2 mg/L) is total acidity (CaCO3 mg/L)* multiplied by 0.88. The combined carbonic acid (CO2 mg/L) is total alkalinity (CaCO3 mg/L) multiplied by
0.44. *: Total acidity and alkalinity were detected as HCO3 mg/L. It was converted as CaCO3
mg/L for above calculation (1 CaCO3 mg/L = 61/50 HCO3 mg/L). It asks for the sum of the free carbonic acid and the combined carbonic acid, and the
approximate value is looked for from row IV of Table 8-1. The value of row III on the left-hand side of the approximate value is regarded as the subordinacy free carbonic acid. Then, this value is taken from the value of the free carbonic acid, and the left value is regarded as the erosive free carbonic acid. (e.g. ETRAMIS-EDMIN) 9.5×(50/61)×0.88 + 145×(50/61)×0.44 = 59.2 The approximate value of row IV of Table 8-1 is 58.9, and the value of row III on the left-hand side is 3.9. Therefore the subordinacy free carbonic acid is thought to be approximately 4.0. The erosive free carbonic acid is 6.86 – 4.0 = 2.86.
As a result, the existence of the erosive free carbonic acid was predicted in five water sources, as shown in the following Table. Since it is said that measures are required in the case erosive free carbonic acid is more than 20 mg/L with less than 6.5 of pH (Japan water and food net, 2005), the values of erosive free carbonic acid are thought to be negligible.
8.4.2 Langelier’s Index
Langelier’s index which indicate the activity of erosion is calculated as follows.
Langelier’s Index
The Langelier’s index was calculated by the following formula. Langelire’s index = pH - pHs pHs =8.313-log(Ca2+ meq/L)-log(Total Alkalinity CaCO3 meq/L)+S S:2√µ/(1+√µ) µ: 2.5×10-5sd sd: Total Dissolved Solid (mg/L) (e.g. ETRAMIS-EDMIN) pHs=8.313-log(63/40.1/2)-log(145/61)+2√0.000025×1900/(1+√0.000025×1900)=7.80 Langelire’s index is 6.90-7.80=-0.90
24
The Langelier’s index is generally used as a corrosive standard of water. If the Langelier’s index is equal or superior to zero, the water is considered to be non-corrosive. If a Langelier’s index is more than -1.0, it is supposed that it acts on corrosive protection (Japan drinking water analysis method, 2001). -1.0 or less water sources were found at MZOUGHA-ZELDOU and EL ISLAH of subprojects for 2005. Especially the Langelier’s index of El ISLAH is high, and it is recommended to measures such as aeration of supply of alkaline agent. As for eight other water sources, in which Langelier’s index were minus, pH and alkalinity tend to be low. Total alkalinity should be measured for the water sources of low pH level. Then, if Langelier’s index is lower than -1.0, it is desirable to implement measures to prevent corrosion.
Table 8-6 Water Sources with Erosive Free Carbonic Acid and Langelire’s Index (less than 0)
Year Water Source Erosive free carbonic acid
Langelire’s index
2005 MZOUGHA-ZELDOU (1st & 2nd) - -1.13 KEF DAAROUGUI-SFAYA - -0.03 CEBELAT AAMMAR 1.52 - SOUALHIA - -0.79 EL ISLAH - -1.50 2006 SIDI ACHOUR - -0.67 GHANGUET ZGALASS - -0.03 BNANA ET OULED BENAJEH 0.48 - AIN JAFFEL 1.47 - GARD HADID - -0.17 ETRAMIS-EDMIN 2.86 -0.90 SLATNIA 4.47 - SMAIDIA - -0.02 ESBIAAT, EL ARGOUB ET SOUALHIA 0.99 -0.05 Source: Water quality survey under the Study
8.5 Assessment of Each Water Source
Water source assessment was carried out in order to clarify the acceptability of each water source, and also in order to clarify the recommendation of the utilization at the subproject when the water source was judged as acceptable.
8.5.1 Work flow of assessment
The work flow for assessment of the individual water source is illustrated below.
25
Inadequate to beused as drinking
waterDisinfection with
chlorination isimplemented
Acceptable to beused as drinking
water(possibility of
complaint of thepopulation)
Acceptable tobe used as
drinking water
Appropriate tobe used as
drinking water
Satisfaction with criteria*1relative to bacteriological
parameters
Satisfaction with criteriavalue*1 relative to
parameters of toxic/healthconcerning chemicals
Satisfaction with criteriavalue*1 relative to
parameters of acceptabilityto consumers
Disinfection withchlorination isapplicable*2
There is a priorapproval of a concernedpublic agency to use the
water source
Satisfaction with NT09.14relative to parameters of
acceptability to consumers
STEP 1
STEP 2
STEP 3
No No
No
Yes
Yes
No
Yes
Yes
Rank D
Rank C
Rank B
Rank A
Yes
Yes
No
No
No
YesThere is a priorapproval of a concernedpublic agency to use the
water source
Note: Separate consideration will be made in case there is a possibility of damage to a water supply facility *1): NT09.14 and GDWQ are used as the criteria. *2): Disinfection with chlorination is applied to total coliform of less than 50 MPN/100mL.
Figure 8.1 The Flow of the Water Source Assessment
The major check items provided in the work flow are based on the following considerations:
(a) Feasibility of application of water treatment technologies
For planning of water supply projects in small community, it is necessary to assess the water sources to be used as drinking water taking into consideration not only the direct impacts of the water quality on the population, but also the technical and economical feasibility of application of water treatment technologies to remove concerned substances, so that operation and maintenance by the population can be assured. Ordinary technologies such as sedimentation and filtration or the advanced technologies including ion exchange, reverse osmosis membrane, etc. will be costly and necessitate employment of experts for operation. Introduction of these technologies will be therefore not realistic. Accordingly, only disinfection by chlorination with simple method of operation and maintenance was considered as a realistic way for improvement of the water quality.
(b) Approval of public agency on utilization of water sources
Water resources differ from one place to another in Tunisia. There are differences in utilization of water and dependence of the population on the water supply projects between the south and the north. Under such conditions, there are cases in which regional agencies
26
allows to use water sources according to the local conditions. This particular consideration of the GOT was taken into account in the water source assessment.
The regional governmental agencies in charge of the public health reportedly judge the adequacy of water sources quality for rural water supply in Tunisia. There are some cases in which utilization of water source is accepted even though the water quality does not meet the NT09.14. This situation is explained as such: the agency which is familiar with the conditions of “water and health” of the concerned area judges the risk to use the water source. Taking it for granted that this kind of decision should be respected the accepted value in the vicinity of the project area by public agencies were considered as the basis for water source assessment of the Study.
However, since no such values have been informed by the Implementing Agency of Tunisia, there are no cases in which water source assessments were made on such basis for subprojects 2005.
(c)Tunisian standard for acceptability of population
The Tunisian standard generally gives milder criteria value than those recommended by GDWQ for the water analysis parameters relative to public acceptability. It was judged that this difference was the results of consideration of the local condition, and accordingly adopted as an indicator of the level of the public acceptability, based on which the concerned water sources are assessed as rank B or rank C.
Each water source was assessed and classified into one of the four ranks of A, B, C and D. These ranks designate the followings:
Rank A: Appropriate to be used as drinking water Rank B: Acceptable to be used as drinking water
Rank C: Acceptable to be used as drinking water, however, there is a possibility of complaint of the population
Rank D: Inadequate to be used as drinking water
The water source was assessed as rank “D” in cases that all answers in STEP 1 or 2 were “NO”. Even if the answer was “YES” in STEP 1 and 2, the water source was assessed again, and assessed from rank “A” to “D” depending on the answer in STEP 3.
In normal work flow, the water source can be judged to have no problem in terms of water quality if it is finally assessed as rank A. However, if the final assessment was the result of “YES” to the item < Public agencies approved to use the water source>, there is a possibility that the water quality does not meet the criteria value for the parameters categorized as <possible damage to water supply facilities> mentioned in Table 3-1. In this case, separate
27
consideration should be made depending on the actual situation. However, such a case was not observed in this Study.
8.5.2 Results of assessment
The results of water source assessment are shown in Table 8-2.
As shown in the Table, 15 water sources were assessed as rank A, 34 sources as rank B, 25 sources rank C and 31 sources as rank D. In two water sources, Ammar and Essaafi in Mahdia for project 2006, which are assessed as rank B, the water quality was not analyzed, because the water sources are the same as the water source, Rquiat, which was assessed as rank B in 2004.
The water analysis of the projected water source for the OULED LAHTAB subproject in the governorate of KASSERINE shows the 1.6mg/L of fluoride concentration which does not meet the criterion value. However, the Study Team decided to make use of the water source considering the facts that the Ministry of Public Health judged the said value to be lower than the specified value in “NT 09.14”, and the difficult conditions described below to secure domestic water in the subproject area:
1) It is quite difficult to develop other water sources because CRDA KASSERINE had constructed three deep wells in and around the subproject area, however, two of them were not suitable as a drinking water supply source. The projected water source is the remaining one, which is a deep well.
2) Population buys water from water vendors with 10DT/m3
3) Population is also making use of rain water; however, there are not any appropriate facilities to harvest the rain water.
4) Water vendors take water from shallow wells constructed on the terrace of neighboring wadi. Flogs and maybe other creatures live in the shallow wells and some of them are accidentally brought to the water tank of houses by water vendors. These shallow wells dry up in summer and water vendors have to go to other shallow wells around 12km away.
5) A woman in the area told that young as well as often suffered from diarrhea which was supposedly brought by insufficient and unsanitary water.
For the above reasons, OULED LAHTAB was categorized as Rank C.
The regional result of categorization is shown in the following Table.
28
Table 8-8 Regional Result of Categorization
Region Rank A Rank B Rank C Rank D 2005 2006 2005 2006 2005 2006 2005 2006Seacoast region 1 2 10 6 3 2 1 1 Northwest hilly region 2 4 4 3 3 3 6 4 Middle west semi-arid region 1 5 9 2 6 8 12 7 Total 4 11 23 11 12 13 19 12 Source: Water quality survey under the Study
The results of water analysis for water sources are shown in Table 7-1. The condition and recommended actions of each water sources, which shall be used for the subproject 2006, are shown in Table 8-3.
29
9 RECOMENDATIONS
9.1 Establishment of a provisional guideline of drinking water quality of water sources for RWS
There are cases in Tunisia in which public agencies make their individual judgment on utilization of water sources for RWS projects. Therefore, public agencies, which are more familiar with local characteristics relative to RWS, should be considered as the most competent to make the most appropriate judgment. However, prior judgment of this kind was not made available officially during the study, although it was intended to incorporate the said judgment as a basis for the water source assessment. Taking into consideration the importance of securing water sources for future development of RWS projects, it is recommended to establish a tentative guideline of drinking water quality of water sources for RWS projects.
9.2 Thoroughness of Chlorination
DGGREE requires that minimum 0.1 mg/L of residual free chlorine should be detected at the farthest distribution point to ensure effective disinfection by chlorine. The results of water analysis of 12 water sources out of 25 did not meet the requirement of DGGREE. It is noted that no residual free chlorine was detected at 10 water sources.
For water supply in small communities which is operated by local people, priority should be given to minimize bacteriological contamination which may have vital effect on human health. In this respect, it is necessary to maintain 0.1 mg/L as the minimum value for residual free chlorine to be detected at the farthest distribution point.
JICA Study Team observed the condition of chlorination and monitoring of GIC and SONEDE. Chlorination in both GIC and SONEDE are implemented with automated system, however it was not clear that they always provide chlorine (sodium hypochlorite, NaOCl). SONEDE monitors the residual chlorine once a week and confirm whether 0.3 mg/L of residual chlorine is maintained at the farthest distribution point. It also provides a preparatory chlorination system at a pumping station and they prevent lack of chlorination. On the other hand, many of GICs are not conducting the monitoring, and according to the monitoring results of health section, the concentration of residual chlorine is often null especially at the farthest distribution point. The concentration of residual chlorine may be changed by other parameters in water. It means the adequate volume of chlorine is different depending on the water quality. Therefore it is necessary to monitor the residual chlorine periodically and supply an adequate volume of the chlorine thoroughly.
30
9.3 Sensitization toward Water Quality
Sensitization is indispensable for the safety of water supply and conservation of water sources. According to the interview to an AGR, local people may complain about turbidity and taste of water, however people do not have knowledge about other water quality parameters, and they are not interested in. They also have little consciousness of water source conservation and most activities for conservation are not performed.
For this reason, as for safety water supply, AGR and health section should compile a water quality survey result, summarize influences on health of each parameter, and hold sensitization meetings to the local population. It is recommended to make infants drink bottled water (mineral water). This would reduce the illnesses that might be caused by drinking water quality.
Regarding the conservation of water sources, it is thought to be possible to secure the water and reduce the concentration of nitrate, if catchment areas are cleared, forest area is maintained or increased, chemical fertilizer use is reduced in the catchment area.
9.4 Investigation of Rough Wells
If a rough well is polluted, pollutants from cracks pollute deep aquifer, along with a casing. Many rough wells exist all over the world, and if there are those in Tunisia, expansion of pollution might be decreased with investigation of cracks in wells including shallow wells and by repairing them, especially in areas where concentrations of nitrate tend to be high (such as LE KEF) and the area where those of fluoride and boron tend also to be high (such as MEDENINE). As the concentrations of pollutants of aquifers would fall in the long run consequently, it is thought that appropriate water sources shall increase in future.
Tables
Table 3-2 Characteristics of Category of Water Analysis Parameters............................................T-1
Table 3-3 Criteria Value of Water Quality Analysis Parameters ....................................................T-2
Table 4-1 Minimum Limit of Determination of CITET.................................................................T-3
Table 6-1 List of Analysis Method applied on Site Test ................................................................T-4
Table 6-2 List of Analysis Method applied for Laboratory Analysis.............................................T-5
Table 7-1(A) Results of Water Quality Analysis for Project 2005 ....................................................T-6
Table 7-1(B) Results of Water Quality Analysis for Project 2006 ....................................................T-9
Table 8-1 Subordinacy Free Carbonic Acid ...............................................................................T-12
Table 8-2(A) Summary of Water Source Assessment for Project 2005 ...........................................T-13
Table 8-2(B) Summary of Water Source Assessment for Project 2006............................................T-14
Table 8-3 Evaluation of Projected Water Sources 2006...............................................................T-15
Table 3-2 Characteristics of Category of Water Analysis Parameters
Characteristics
Bacteriological parameters Direct or indirect contamination of drinking water withhuman and animal excreta may frequently cause waterbornediseases. Because the bacteriological contamination mayexpand over a wide range and rapidly.
Toxic chemicals Waterborn diseases due to strong toxic chemicals will causeacute health problems and also carcinogenic and otherchronic influences.
Health concerningchemicals
Some chemical constituents such as heavy metals andsubstances that are carcinogenic have cumulative toxicproperties. Long-term exposure may cause chronici flAcceptability to consumers Water which is poor in appearance, odour or taste will itselfhave no direct consequences to the public health but willlead to complaints of consumers, who may eventually usewater sources which are less safe.
Possible damage to thewater supply facilities
Corrosion, formation of scale and/or low efficacy ofdisinfection will tale place. It is necessary to take intoaccount the initial investment and O/M cost in the feasibilityof the project.
Potential hazardto public health
Effects ondrinking watercharacteristics
Category of parameters
Table 3‑3 Criteria Value of Water Quality Analysis ParametersNT 09.14 (1983) WHO Guideline (2004)
Criteria ofDrinking-
Water(*1)
Criteria forHealth
Concerning(*2)
Criteria ofAcceptablityfor domestic
use (*3)
Criteria ofHealth
Concerning (*4)
Criteria ofAcceptabilityto Consumers
(*5)
1 Total coliform bacteria CT MPN/100ml - 0 - 0 -2 Thermotolerant coliform CF MPN/100ml - - - - -3 Facal streptococci ST MPN/100ml - - - - -4 E-coli E. Coli MPN/100ml - 0 - - -1 arsenic As µg/l 50 - - 10(P) -2 cadmium Cd mg/l 0.005 - - 0.003 -3 cyanide Cn mg/l 0.05 - - 0.07 -4 total mercury Hg µg/l 1 - - 1 -5 lead Pb µg/l 50 - - 10 -6 selenium Se µg/l 10 - - 10 -7 antimony Sb µg/l 20 - - 18 -8 silver Ag mg/l 0.02 - - - -9 barium Ba mg/l －(*6) - - 0.7 -
10 molybdenum Mo mg/l －(*6) - - 0.07 -11 fluoride F mg/l - 1.5 -12 nitrate NO3
- mg NO3/l - 45 50(*7) -
13 nitrite NO2- mg NO2/l - - - 3(*8) /
0.2(P)(*9) -
14 boron B mg/l - - - 0,5(T) -15 nickel Ni mg/l - - - 0,02(P) -16 chromium Cr mg/l - - - 0,05(P) -17 cobalt Co mg/l －(*6) - - - -1 total chlorine Cl- mg/l - - - 5 -1 color (*10) - TCU - - 50 TCU - 15 TCU2 odour - dilution(*11) - - acceptable - -3 taste - dilution(*11) - - acceptable - -4 turbidity - NTU - - 25 NTU - 5 NTU5 residue on evaporation - mg/l - - 2,500 - -6 total dissolved solids TDS mg/l - - - - 1,0007 pH pH - - - 6.5 - 8.5 - -8 Anionic surface active agent - mg ABS/l - - 0.5 - -9 mineral oils (*12) - mg/l - - 0.3 - -
10 phenolic compounds - mg/l - - 0.002 - -11 hardness (CaCO3) mg/l - - 1000 - -12 calcium Ca mg/l - - 300 - -13 chloride Cl mg/l - - 600 - 25014 copper Cu mg/l - - 1 2(P) 115 iron Fe mg/l - - 1 - 0.316 magnesium Mg mg/l - - 150 - -17 manganese Mn mg/l - - 0.5 0.4 0.118 sulfate SO4 mg/l - - 600.0 - 25019 zinc Zn mg/l - - 5 - 320 aluminum Al mg/l - - - - 0.221 sodium Na mg/l - - - - 20022 ammonia NH4 mg NH4/l - - - - 1.51 residual chlorine Cl- mg/l - - - - 0.6-1.01 Total alkalinity (HCO3) mg/l - - - - -2 Mineral acidity (HCO3) mg/l - - - - -3 Total acidity (HCO3) mg/l - - - - -4 iron bivalent Fe2+ mg/l - - - - -5 iron trivalent Fe3+ mg/l - - - - -1 Temperature T °C - - - - -2 Electrical Conductivity EC mS/m - - - - -3 Potassium K mg/l - - - - -4 salinity - ‰ - - - -
Note(*1)：substances listed in " Table 1 of NT 09.14(1983) 3.1 Concentrations limites provisoires pour les substances toxiques présentes dans l'eau de boisson"(*2)：substances listed in "Table 2 of NT 09.14(1983) 3.2 Substances chimiques susceptibles de constituer un risque pour la santé" and "4 Examen bactériologique"(*3)：substances listed in « NT 09.14(1983) 3.4"Substances et propiétés chimiques qui influent sur l'acceptabilité de l'eau"(*4)：Guideline Value in “WHO Guidelines for Drinking-Water Quality -DRAFT-,17 February 2003～11, March 2003”
(P) Significant scientific uncertainties regarding derivation of health based levels(T) Calculated GLV is below the level that can be achieved through practical treatment methods
(*5)：Acceptable level in “WHO Guidelines for Drinking-Water Quality -DRAFT-,17 February 2003～11, March 2003”(*6)：substances listed as « la présence dans leau de boisson devrait être contrôlée mais les données actuelles ne permettent pas de leur assigner des limites proviwoires in " NT 09.14(1983) 3.1 Concentrations limites provisoires pour les substances toxiques présentes dans l'eau de boisson"(*7)：guideline value for short-term exposure in bottled-fed infants(*8)：guideline value for short-term exposure in infants(*9)：Provisional guideline value for long-term exposure(*10)：measured value in ISO7887(1994)(*11)：number of necessary dilution until taste or odor disappear(*12)：measured value as huiles et graisses in gravimetric analysis method
abb. Unit5
Pote
ntia
llyA
ffect
ing
Wat
er S
uppl
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cilit
ies
Oth
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ppor
ting
Para
met
ers
No
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ct C
onse
quen
ce to
Hea
lth
1B
acte
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eter
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ntia
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ard
to P
ublic
Hea
lth
2 To
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Che
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3 H
ealth
Con
cern
ing
Che
mic
als
4 A
ccep
tabi
lity
to C
onsu
mer
sCategory Constituents
(English)
Table 4-1 Minimum Limit of Determination of CITET
NT09.14(1983)
CITET
Unit Standard value Guideline value Acceptable level toConsumer
Satisfaction ofcriteria value*
Minimumlimits of
determination
1 Total coliform bacteria 12 Thermotolerant coliform 13 E-coli 14 Facal streptococci 15 arsenic (As) mg/L 0.05 0.01 - 0.001 6 cadmium (Cd) mg/L 0.005 0.003 - 0.003 7 cyanide (CN) mg/L 0.05 0.07 - 0.018 total mercury (Hg) mg/L 0.001 0.001 - 0.001 9 lead (Pb) mg/L 0.05 0.01 - 0.0017
10 selenium (Se) mg/L 0.01 0.01 - 0.001 11 antimony (Sb) mg/L 0.02 0.02 - 0.001 12 silver (Ag) mg/L 0.02 - - 0.007 13 barium (Ba) mg/L - 0.7 - 0.003 14 molybdenum (Mo) mg/L - 0.07 - 0.012 15 Cobalt (Co) mg/L - - - 0.004 15 fluoride (F) mg/L 0.8-1.7 1.5 - 0.1016 nitrate (NO3-) mg/L 45 50 - 0.517 nitrite (NO2-) mg/L - 3/0.2 - 0.01118 boron (B) mg/L - 0.5 - 0.005719 nickel (Ni) mg/L - 0.02 - 0.005 20 chromium (Cr) mg/L - 0.05 - 0.005 21 color mg/L 50 TCUb) - 15 TCUb) 0.0222 odour mg/L acceptable - - ー
23 taste mg/L acceptable - - ー
24 turbidity mg/L 25 NTUc) - 5 NTUc) 0.01 25 total dissolved solids (TDS) mg/L 2,500 - 1,000 ー 4026 pH 6.5 - 8.5 - - 3.00 27 Anionic surface active agent mg/L 0.5 - - 0.1 28 mineral oils mg/L 0.3 - - × 10.0 29 phenolic compounds mg/L 0.002 - - × 0.025 30 hardness mg/L 1,000 - - 231 calcium mg/L 300 - - 2.0 32 chloride (Cl) mg/L 600 - 250 0.3433 copper (Cu) mg/L 1 2 1 0.011 34 iron (Fe) mg/L 1 - 0.3 0.057 35 magnesium mg/L 150 - - 2.0 36 manganese (Mn) mg/L 1 0.4 0.1 0.080 37 sulfate (SO4) mg/L 600 - 250 0.3238 zinc (Zn) mg/L 5 - 3 0.068 39 aluminum (Al) mg/L - - 0.2 0.050 40 sodium (Na) mg/L - - 200 0.2741 ammonia (NH4) mg/L - - 1.5 0.0642 residual chlorine mg/L 0.3 5 0.6-1 0.00143 Total alkalinity mg/L - - - 2 44 Mineral acidity mg/L - - - 2 45 Total acidity mg/L - - - 2 46 iron bivalent (Fe2+) mg/L - - - 0.010 47 iron trivalent (Fe3+) mg/L - - - 0.010 48 Temperature mg/L (0.1）
49 Electrical Conductivity µS/cm 0.8
×： The minimum limit of determination is not satisfied with criteria value－： not available to analysis in CITET
WHO Guideline for drinking water
（3rd edition）
Water Quality Test Parameters
MPN/100ml -0 in 100ml sample 0 in 100ml sample
Table 6‑1 List of Analysis Method applied on Site Test
Parameter Method of Detection ReferenceTemperature Sonde PT 100 avec affichage electroniquep H Electrochemical method NF T 90-008 (2001)EC Electrochemical method NF EN 27 - 888 (1994)Colour Visual examination ISO 7887 (1994)Odour, Taste Dilution method NF EN 1622 (1997)Residual Chlorine Colorimetry Test -
Table 6‑2 List of Analysis Method applied for Laboratory Analysis
Parameters Method ReferenceSulfate, Chlorine Ion chromatography NF EN ISO 10304-2 (1996)Hardness Titration method NF T 90-003 (1984)Magnesium Calculaiton by Hardness and Calcium -Calcium Titration method NF T 90-016 (1984)Potassium Emission analysis with flame NF T 90-019 (1984)Sodium Emission analysis with flame NF T 90-019 (1984)Carbonate-Bicarbonate Titration method NF EN ISO 9963 - 1(1996)Residue on evaporation Gravimetric Analysis NF T 90 - 029 (2002)TDS Electrochemical method -Anionic surface active Colorimetric method NF EN 903(1994)Nitrate, Fluoride Ion chromatography NF EN ISO 10304-2 (1996)Ammonia Colorimetric method NF T 90-015-2 (2000)Cyanide Colorimetric method DIN 38405 D13/ISO 6703Phenolic componds Colorimetric method XP T 90 - 109Mineral Oil Gravimetric Analysis Rodier 8th edition(1996)Nitrite Colorimetric method NF EN 26777 - ISO 6777Ba, B, Cr, Mn, Mo, Ag,Al, Fe, Zn, Cu, Pb, Ni, Cd,Co
ICP Atomic Emission method NF EN ISO 11885 (1998)
Turbidity Colorimetric method Process described in theturbidimeter WTW Turb 550guide book. This methodrespects the standardrecommendations of US EPA
As, Se, Sb Atomic absorption (with Hydride generation -Mercury Atomic absorption (with Hydride generation NF EN 1483 (1997)Total coliform bacteria Liquid culture medium method NF 90 - 413 (1985)Thermotolerant coliform Liquid culture medium method NF 90 - 413 (1985)Fecal streptocossi Liquid culture medium method NF 90 - 411 (1989)Escherichia coli Liquid culture medium method NF 90 - 413 (1985)
Tabl
e 7-
1(A
) (1)
Res
ults
of W
ater
Qua
lity
Ana
lysi
s for
Pro
ject
200
5C
ateg
ory
Gov
erno
rate
Subp
roje
ctW
ater
sour
ce1
Bac
terio
logi
al p
aram
eter
s
Con
stitu
ents
Tota
lco
lifor
mba
cter
ia
Ther
mot
oler
ant
col
iform
Faca
lst
rept
ococ
ciE-
coli
Ars
enic
Cad
miu
mC
yani
deTo
tal
mer
cury
Lead
Sele
nium
Ant
imon
ySi
lver
Bar
ium
Mol
ybde
num
Cob
alt
Fluo
ride
Nitr
ate
Nitr
iteB
oron
Nic
kel
Chr
omiu
mTo
tal
chlo
rine
Abb
revi
atio
nC
TC
FST
E. C
oli
As
Cd
Cn
Hg
PbSe
SbA
gB
aM
oC
oF
NO
3-N
O2-
BN
iC
rC
l-
（U
nit)
MPN
/100
mlM
PN/1
00m
lMPN
/100
mlM
PN/1
00m
lµg
/lm
g/l
mg/
lµg
/lµg
/lµg
/lµg
/lm
g/l
mg/
lm
g/l
mg/
lm
g/l
mg
NO
3/lm
g N
O2/l
mg/
lm
g/l
mg/
lm
g/l
Lim
it fo
r Drin
king
-Wat
er (*
1)-
--
-50
0.00
50.
051
5010
200.
02(*
6)(*
6)(*
6)-
--
--
--
NT
09.1
4(19
83)
Hea
lth C
once
rnin
g Li
mit(
*2)
0-
-0
--
--
--
--
--
--
45-
--
--
Acc
epta
ble
Leve
l for
dom
estic
use
(*3)
--
--
--
--
--
--
--
--
--
--
--
WH
O G
uide
line
Gui
delin
e V
alue
(*4)
-0
-0
10(P
)0.
003
0.07
110
1018
-0.
70.
07-
1.5
50(*
7)3(*
8)
/0.2
(P)(*
9)0.
5(T)
0.02
(P)
0.05
(P)
5
Acc
epta
ble
Leve
l to
Con
sum
ers
(*5 )
--
--
--
--
--
--
--
--
--
--
--
Gov
erno
rate
subp
roje
ctw
ater
sour
ceE
valu
atio
n-
--
--
--
--
--
--
--
--
--
--
-1
NA
BE
UL
RM
IL E
T FA
RJO
UN
SO
NE
DE
Con
nect
ion
C<2
<22
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
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.095
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023
0.01
3<0
.004
0.49
<0.5
<0.0
110.
339
<0.0
05<0
.050
2.2
101
NA
BE
UL
BA
SA
TIN
ES
ON
ED
E C
onne
ctio
nB
<2<2
<2<2
<1.0
0<0
.003
<0.0
10<0
.91
<1.7
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95<1
.08
<0.0
070.
025
<0.0
12<0
.004
0.7
16.4
<0.0
110.
240
<0.0
05<0
.050
0.3
2N
AB
EU
LB
EN
TH
AM
EU
R E
T B
KIR
SO
NE
DE
Con
nect
ion
B<2
<2<2
<2<1
.00
<0.0
03<0
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1<1
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.095
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8<0
.007
<0.0
023
<0.0
12<0
.004
0.52
11.2
<0.0
110.
144
<0.0
05<0
.050
1.17
3N
AB
EU
LB
IR B
EN
ZA
HR
AS
ON
ED
E C
onne
ctio
nB
<2<2
<2<2
<1.0
0<0
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10<0
.91
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.08
<0.0
07<0
.002
3<0
.012
<0.0
040.
5310
.5<0
.011
0.13
1<0
.005
<0.0
500.
984
BE
JAM
ZOU
GH
A-Z
ELD
OU
(1S
T)S
ON
ED
E C
onne
ctio
nC
<2<2
2<2
<1.0
0<0
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.002
3<0
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040.
12.
09<0
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0.02
1<0
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500.
15
BE
JAM
ZOU
GH
A-Z
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OU
(1st
&2n
d)S
ON
ED
E C
onne
ctio
nA
<2<2
2<2
<1.0
0<0
.003
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95<1
.08
<0.0
070.
013
<0.0
12<0
.004
<0.1
02.
15<0
.011
0.01
3<0
.005
<0.0
500.
025
6-1
BE
JAK
EF
DA
RO
UG
UI-S
FAY
AS
prin
gD
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2<2
<1.0
0<0
.003
<0.0
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.91
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95<1
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<0.0
070.
059
<0.0
12<0
.004
0.56
54.6
<0.0
110.
026
<0.0
05<0
.050
-6-
2E
xten
sion
GR
A<2
<22
<2<1
.00
<0.0
03<0
.010
<0.9
11.
8<1
.095
<1.0
8<0
.007
0.03
3<0
.012
<0.0
040.
783.
51<0
.011
0.02
7<0
.005
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50<0
.01
7B
EJA
GA
SR
HD
ID A
BE
JA S
UD
Dee
p w
ell
D<2
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.00
<0.0
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0.00
5<0
.012
<0.0
040.
4345
.80.
011
0.04
1<0
.005
<0.0
50-
8M
ED
EN
INE
CIT
E K
RIC
HID
SO
NE
DE
Con
nect
ion
D<2
<22
<21.
72<0
.003
<0.0
10<0
.91
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95<1
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<0.0
070.
012
<0.0
12<0
.004
1.83
15.1
<0.0
110.
628
<0.0
05<0
.050
0.6
9M
ED
EN
INE
CIT
E K
RID
SO
NE
DE
Con
nect
ion
D<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
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8<0
.007
0.00
8<0
.012
<0.0
042.
0613
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.011
0.52
50.
005
<0.0
500.
0510
ME
DE
NIN
EC
ITE
MA
RS
SO
NE
DE
Con
nect
ion
D<2
<213
<22.
32<0
.003
<0.0
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.91
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95<1
.08
<0.0
070.
009
<0.0
12<0
.004
2.14
14.1
<0.0
110.
521
<0.0
05<0
.050
0.6
11S
FAX
GA
RG
OU
R-B
RA
HM
A F
KA
HIA
SO
NE
DE
Con
nect
ion
B<2
<2<2
<2<1
.00
<0.0
03<0
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8<0
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0.01
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040.
7813
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0.22
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500.
412
SO
US
SE
OU
LED
FA
LEH
SO
NE
DE
Con
nect
ion
B<2
<2<2
<2<1
.00
<0.0
03<0
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1<1
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.095
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8<0
.007
<0.0
023
<0.0
12<0
.004
0.51
14.1
<0.0
110.
132
<0.0
05<0
.050
0.1
13K
AIR
OU
AN
GR
AIR
IAE
xten
sion
GR
B<2
<2<2
<2<1
.00
<0.0
03<0
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<0.9
1<1
.7<1
.095
<1.0
8<0
.007
<0.0
023
<0.0
12<0
.004
0.55
<0.5
<0.0
110.
173
<0.0
05<0
.050
0.1
14K
AIR
OU
AN
DO
UA
R E
L B
ELD
IE
xten
sion
GR
B<2
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<2<1
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<0.0
03<0
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18.
1<1
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8<0
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<0.0
023
0.01
2<0
.004
0.8
2.83
<0.0
110.
253
<0.0
05<0
.050
0.2
15-1
KA
IRO
UA
NR
OU
AO
UN
AD
eep
wel
lD
<2<2
<2<2
<1.0
0<0
.003
<0.0
10<0
.91
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<1.0
95<1
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07<0
.002
3<0
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0.00
50.
5317
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041.
020
<0.0
05<0
.050
-15
-2S
ON
ED
E C
onne
ctio
nB
<2<2
140
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
8<0
.007
<0.0
023
<0.0
12<0
.004
0.93
18.5
<0.0
110.
269
<0.0
05<0
.050
0.25
16K
AIR
OU
AN
OU
LED
AB
BE
SS
ON
ED
E C
onne
ctio
nB
<2<2
<2<2
<1.0
0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.08
<0.0
070.
019
<0.0
12<0
.004
0.8
9.48
<0.0
110.
199
<0.0
05<0
.050
017
KA
IRO
UA
NO
ULE
D B
OU
DA
BO
US
Ext
ensi
on G
RC
<2<2
<2<2
<1.0
0<0
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10<0
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2.4
<1.0
95<1
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<0.0
07<0
.002
30.
012
<0.0
041
24.6
<0.0
110.
522
<0.0
05<0
.050
0.01
18M
AN
OU
BA
EL
MA
AFR
INE
SO
NE
DE
Con
nect
ion
B<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
14.
1<1
.095
<1.0
8<0
.007
<0.0
023
<0.0
12<0
.004
0.37
8.27
<0.0
110.
112
<0.0
05<0
.050
1.13
219
-1M
AN
OU
BA
TIR
AS
SE
TS
ON
ED
E C
onne
ctio
nD
<2<2
<2<2
<1.0
0<0
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<0.0
10<0
.91
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95<1
.08
<0.0
070.
026
<0.0
12<0
.004
0.44
73.7
0.01
20.
085
<0.0
05<0
.050
<0.0
119
-2S
ON
ED
E C
onne
ctio
nC
<2<2
<2<2
<1.0
0<0
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<0.0
10<0
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2.0
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95<1
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<0.0
07<0
.002
30.
063
<0.0
040.
244.
31<0
.011
0.03
1<0
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500.
320
SIL
IAN
AB
IR E
ZZO
UZ
SO
NE
DE
Con
nect
ion
D<2
<2<2
<2<1
.00
<0.0
03<0
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14
<1.0
95<1
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<0.0
07<0
.002
3<0
.012
<0.0
040.
3768
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.011
0.04
7<0
.005
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500.
8521
SIL
IAN
AS
FIN
AD
eep
wel
lD
<2<2
<2<2
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0<0
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<0.0
07<0
.002
30.
021
<0.0
041.
061.
8<0
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0.64
2<0
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50-
22S
ILIA
NA
FEJ-
AS
AK
RA
Ext
ensi
on G
R (D
eep
wel
l)*B
<2<2
<25
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0<0
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<1.0
95<1
.08
<0.0
070.
077
<0.0
12<0
.004
0.57
14.7
0.02
80.
048
0.00
6<0
.050
-23
SIL
IAN
AK
SA
R-O
ULE
D B
OU
HA
NI
SO
NE
DE
Con
nect
ion
C<2
<2<2
<2<1
.00
<0.0
03<0
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1<1
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8<0
.007
<0.0
023
0.05
<0.0
040.
329.
16<0
.011
0.08
8<0
.005
<0.0
500.
4524
AR
IAN
AC
EB
ELA
T A
AM
MA
RS
ON
ED
E C
onne
ctio
nA
<2<2
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0<0
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10<0
.91
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95<1
.08
<0.0
07<0
.002
3<0
.012
<0.0
040.
487.
46<0
.011
0.11
5<0
.005
<0.0
501.
068
25M
AH
DIA
SLA
IMIA
SO
NE
DE
Con
nect
ion
B<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
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.095
<1.0
8<0
.007
0.04
<0.0
12<0
.004
0.51
12<0
.011
0.17
9<0
.005
<0.0
500.
326
MA
HD
IAS
KH
AIB
IAE
xten
sion
GR
B<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
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.095
<1.0
8<0
.007
0.03
4<0
.012
<0.0
040.
5311
.6<0
.011
0.13
1<0
.005
<0.0
500.
127
MA
HD
IAK
HIO
UR
SO
NE
DE
Con
nect
ion
B<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
8<0
.007
0.03
1<0
.012
0.00
40.
5814
.1<0
.011
0.13
1<0
.005
<0.0
500.
0528
MA
HD
IAR
MA
DH
NIA
SO
NE
DE
Con
nect
ion
B<2
<25
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
8<0
.007
0.03
3<0
.012
<0.0
040.
5311
.1<0
.011
0.15
3<0
.005
<0.0
500
29JE
ND
OU
BA
SO
UA
LHIA
SO
NE
DE
Con
nect
ion
B<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
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<1.0
8<0
.007
0.01
4<0
.012
<0.0
040.
102.
13<0
.011
0.02
5<0
.005
<0.0
500.
2530
JEN
DO
UB
AE
L IS
LAH
SO
NE
DE
Con
nect
ion
B2
<22
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
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.095
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8<0
.007
0.01
3<0
.012
<0.0
040.
102.
17<0
.011
0.03
1<0
.005
<0.0
500.
131
-1LE
KE
FE
ZZA
GA
YA
SO
NE
DE
Con
nect
ion
B2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
8<0
.007
<0.0
023
<0.0
12<0
.004
0.85
42.3
<0.0
110.
206
<0.0
05<0
.050
0.1
31-2
SO
NE
DE
Con
nect
ion
C<2
<25
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
8<0
.007
<0.0
023
<0.0
12<0
.004
1.16
44.7
<0.0
110.
434
<0.0
05<0
.050
0.15
32-1
LE K
EF
OU
LED
GA
NA
Ext
ensi
on G
R (S
prin
g)D
7<2
2<2
<1.0
0<0
.003
<0.0
10<0
.91
4.9
<1.0
95<1
.08
<0.0
07<0
.002
3<0
.012
0.00
50.
3615
3<0
.011
0.06
90.
022
<0.0
500
32-2
SO
NN
ED
E C
onne
ctio
nD
<2<2
2<2
<1.0
0<0
.003
<0.0
10<0
.91
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<1.0
95<1
.08
<0.0
07<0
.002
30.
014
<0.0
041.
3510
8<0
.011
0.63
2<0
.005
<0.0
500.
233
-1G
AFS
AH
EN
CH
IR B
ON
CH
ME
LE
xten
sion
GR
D<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
14.
4<1
.095
<1.0
8<0
.007
0.00
8<0
.012
<0.0
042.
6871
.4<0
.011
0.58
8<0
.005
<0.0
500.
133
-2D
eep
wel
l for
irrig
atio
nD
<2<2
49<2
<1.0
0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.08
<0.0
07<0
.002
3<0
.012
<0.0
042.
5548
0.17
20.
733
<0.0
05<0
.050
-33
-3E
xten
sion
GR
D<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
12.
10<1
.095
<1.0
8<0
.007
<0.0
023
<0.0
12<0
.004
1.82
35.7
<0.0
110.
418
<0.0
05<0
.050
0.10
34G
AFS
AE
L A
HC
HA
CH
NA
Ext
ensi
on G
RC
2<2
2<2
<1.0
0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.08
<0.0
070.
009
<0.0
12<0
.004
1.46
29.1
<0.0
110.
330
<0.0
05<0
.050
0.08
35G
AFS
AO
UE
D Z
ITO
UN
Ext
ensi
on G
RB
<2<2
<2<2
<1.0
0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.08
<0.0
070.
012
<0.0
12<0
.004
0.92
11.7
<0.0
110.
239
<0.0
05<0
.050
036
KA
SS
ER
INE
AIN
DE
FLA
Dee
p w
ell
C<2
<2<2
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
8<0
.007
0.03
3<0
.012
<0.0
040.
8936
.3<0
.011
0.22
5<0
.005
<0.0
50-
37-1
KA
SS
ER
INE
FAK
ET
EL
KH
AD
EM
Dee
p w
ell
B<2
<25
<2<1
.00
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
8<0
.007
0.02
<0.0
12<0
.004
0.84
12.3
0.02
0.22
0<0
.005
<0.0
500
37-2
Dee
p w
ell 2
B<2
<213
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25
LEG
END
(*1)：
subs
tanc
es li
sted
in "
Tab
le 1
of N
T 09
.14(
1983
) 3.1
Con
cent
ratio
ns li
mite
s pro
viso
ires p
our l
es su
bsta
nces
toxi
ques
pré
sent
es d
ans l
'eau
de b
oiss
on"
Bol
d : E
xcee
d cr
iteria
val
ue(*
2)：
subs
tanc
es li
sted
in "
Tabl
e 2
of N
T 09
.14(
1983
) 3.2
Sub
stan
ces c
him
ique
s sus
cept
ible
s de
cons
titue
r un
risqu
e po
ur la
sant
é" a
nd "
4 Ex
amen
bac
tério
logi
que"
A :
Ade
quat
e(*
3)：
subs
tanc
es li
sted
in «
NT
09.1
4(19
83) 3
.4"S
ubst
ance
s et p
ropi
étés
chi
miq
ues q
ui in
fluen
t sur
l'ac
cept
abili
té d
e l'e
au"
B :
Acc
epta
ble
(*4)：
Gui
delin
e V
alue
in “
WH
O G
uide
lines
for D
rinki
ng-W
ater
Qua
lity,
Sep
tem
ber 2
004”
C: A
ccep
tabl
e w
ith c
ompl
aint
s(P
)D
: In
adeq
uate
(T)
(*5)：
Acc
epta
ble
leve
l in
“WH
O G
uide
lines
for D
rinki
ng-W
ater
Qua
lity,
Sep
tem
ber 2
004”
(*6)：
subs
tanc
es li
sted
as «
la p
rése
nce
dans
leau
de
bois
son
devr
ait ê
tre c
ontrô
lée
mai
s les
don
nées
act
uelle
s ne
perm
ette
nt p
as d
e le
ur a
ssig
ner d
es li
mite
s pro
viw
oire
s »
in
" N
T 09
.14(
1983
) 3.1
Con
cent
ratio
ns li
mite
s pro
viso
ires p
our l
es su
bsta
nces
toxi
ques
pré
sent
es d
ans l
'eau
de b
oiss
on"
(*7)：
guid
elin
e va
lue
for s
hort-
term
exp
osur
e in
bot
tled-
fed
infa
nts
(*8)：
guid
elin
e va
lue
for s
hort-
term
exp
osur
e in
infa
nts
(*9)：
Prov
isio
nal g
uide
line
valu
e fo
r lon
g-te
rm e
xpos
ure
(*10
)：m
easu
red
valu
e in
ISO
7887
(199
4)(*
11)：
True
Col
our U
nit
(*12
)：nu
mbe
r of n
eces
sary
dilu
tion
until
tast
e or
odo
r dis
appe
ar(*
13)：
Nep
helo
met
ric T
urbi
dity
Uni
t (*
14)：
mea
sure
d va
lue
as h
uile
s et g
rais
ses i
n gr
avim
etric
ana
lysi
s met
hod
(*15
)：°
f＝C
aCO
3(m
g/L)
×0.1
(*1
6)：
°f＝
HC
O3(
mg/
L)×0
.082
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth2
Toxi
c/H
ealth
Con
cern
ing
Che
mic
als
Tabl
e 7-
1(A
) (2)
Res
ults
of W
ater
Qua
lity
Ana
lysi
s for
Pro
ject
200
5C
ateg
ory
Gov
erno
rate
Subp
roje
ctW
ater
sour
ce
Con
stitu
ents
Abb
revi
atio
n
（U
nit)
Lim
it fo
r Drin
king
-Wat
er (*
1)N
T 09
.14(
1983
)H
ealth
Con
cern
ing
Lim
it(*2
)A
ccep
tabl
e Le
vel f
or d
omes
tic u
se(*
3)
WH
O G
uide
line
Gui
delin
e V
alue
(*4)
Acc
epta
ble
Leve
l to
Con
sum
ers
(*5)
Gov
erno
rate
subp
roje
ctw
ater
sour
ceE
valu
atio
n
1N
AB
EU
LR
MIL
ET
FAR
JOU
NS
ON
ED
E C
onne
ctio
nC
101
NA
BE
UL
BA
SA
TIN
ES
ON
ED
E C
onne
ctio
nB
2N
AB
EU
LB
EN
TH
AM
EU
R E
T B
KIR
SO
NE
DE
Con
nect
ion
B3
NA
BE
UL
BIR
BE
N Z
AH
RA
SO
NE
DE
Con
nect
ion
B4
BE
JAM
ZOU
GH
A-Z
ELD
OU
(1S
T)S
ON
ED
E C
onne
ctio
nC
5B
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UG
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-ZE
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U (1
st&
2nd)
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DE
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2
No
Dire
ct C
onse
quen
ce to
Hea
lth3
Acc
epta
bilit
y to
Con
sum
ers
Tast
e
Tabl
e 7-
1(A
) (3)
Res
ults
of W
ater
Qua
lity
Ana
lysi
s for
Pro
ject
200
5C
ateg
ory
Gov
erno
rate
Subp
roje
ctW
ater
sour
ce
Con
stitu
ents
Abb
revi
atio
n
（U
nit)
Lim
it fo
r Drin
king
-Wat
er (*
1)N
T 09
.14(
1983
)H
ealth
Con
cern
ing
Lim
it(*2
)A
ccep
tabl
e Le
vel f
or d
omes
tic u
se(*
3)
WH
O G
uide
line
Gui
delin
e V
alue
(*4)
Acc
epta
ble
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l to
Con
sum
ers
(*5)
Gov
erno
rate
subp
roje
ctw
ater
sour
ceE
valu
atio
n
1N
AB
EU
LR
MIL
ET
FAR
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NS
ON
ED
E C
onne
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101
NA
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UL
BA
SA
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ED
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onne
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2N
AB
EU
LB
EN
TH
AM
EU
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NE
DE
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nect
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NE
DE
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20S
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NA
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OU
ZS
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ED
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NA
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NA
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B27
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NE
DE
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nect
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MA
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mg/
l°f
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l°f
(*16
)m
g/L
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16)
mg/
L°f
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)m
g/l
mg/
l°C
mS/
mm
g/l
‰
--
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226
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00
183
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81.
2
Oth
er S
uppo
rting
Pra
met
ers
Tabl
e 7-
1(B
) (1)
Res
ults
of W
ater
Qua
lity
Ana
lysi
s for
Pro
ject
200
6
Cat
egor
yPo
tent
ial H
azar
d to
Pub
lic H
ealth
Gov
erno
rate
Subp
roje
ctW
ater
sour
ce1
Bac
terio
logi
al p
aram
eter
s
Con
stitu
ents
Tota
lco
lifor
mba
cter
ia
Ther
mot
oler
ant c
olifo
rmFa
cal
stre
ptoc
occi
E-co
liA
rsen
icC
adm
ium
Cya
nide
Tota
lm
ercu
ryLe
adSe
leni
umA
ntim
ony
Silv
erB
ariu
mM
olyb
den
umC
obal
tFl
uorid
eN
itrat
eN
itrite
Bor
o
Abb
revi
atio
nC
TC
FST
E. C
oli
As
Cd
Cn
Hg
PbSe
SbA
gB
aM
oC
oF
NO
3-N
O2-
B
（U
nit)
MPN
/100
ml
MPN
/100
ml
MPN
/100
ml
MPN
/100
ml
µg/l
mg/
lm
g/l
µg/l
µg/l
µg/l
µg/l
mg/
lm
g/l
mg/
lm
g/l
mg/
lm
g N
O3/l
mg
NO
2/lm
g/
Lim
it fo
r Drin
king
-Wat
er (*
1)-
--
-50
0.00
50.
051
5010
200.
02(*
6)(*
6)(*
6)-
--
-N
T 09
.14(
1983
)H
ealth
Con
cern
ing
Lim
it(*2
)0
--
0-
--
--
--
--
--
-45
--
Acc
epta
ble
Leve
l for
dom
estic
use
(*3)
--
--
--
--
--
--
--
--
--
-
WH
O G
uide
line
Gui
delin
e V
alue
(*4)
-0
-0
10(P
)0.
003
0.07
110
1018
-0.
70.
07-
1.5
50(*
7)3(*
8)
/0.2
(P)(*
9)0.
5(T
Acc
epta
ble
Leve
l to
Con
sum
ers
(*5)
--
--
--
--
--
--
--
--
--
-G
over
nora
tesu
bpro
ject
wat
er so
urce
Eva
luat
ion
IV
--
--
--
--
--
--
--
--
--
-1
AR
IAN
AE
L A
CH
ICH
SO
NE
DE
Con
nect
ion
B<2
<2<2
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040.
5312
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0.2
MA
NO
UB
AS
IDI A
CH
OU
RS
ON
ED
E C
onne
ctio
nA
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023
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4.36
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NA
BE
UL
BO
ULA
HO
UA
DH
SO
NE
DE
Con
nect
ion
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025
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0.57
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0.93
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110.
4-2
NA
BE
UL
TAS
SE
LMIN
E E
T S
OU
AS
SI
SO
NE
DE
Con
nect
ion
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070.
048
0.01
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0.52
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0.5
BE
JAA
IN D
AM
-NE
FZA
SO
NE
DE
Con
nect
ion
A<2
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1.9
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070.
107
<0.0
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0.32
5.07
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BE
JAA
IN S
OLT
AN
ES
prin
gD
130
130
110
130
<1.0
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03<0
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15<1
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8<0
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0.05
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0.19
16.5
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LE K
EF
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AR
GO
UB
-ER
RH
AM
Dee
p W
ell
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070.
042
0.05
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0.43
64.5
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110.
11-1
SIL
IAN
AA
GB
AS
prin
gA
2217
114
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<0.0
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023
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0.14
16.6
<0.0
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ILIA
NA
AG
BA
Spr
ing
A1
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070.
014
<0.0
12<0
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0.4
24.8
<0.0
110.
11-2
SIL
IAN
AA
GB
AS
ON
ED
E C
onne
ctio
nA
<2<2
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8<0
.007
<0.0
023
<0.0
12<0
.004
0.3
43.4
<0.0
11<0
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SIL
IAN
AG
HA
NG
UE
T ZG
ALA
SS
EX
TEN
SIO
N G
RB
<2<2
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<0.0
023
<0.0
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1.27
<0.5
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110.
13S
ILIA
NA
NS
IRA
TS
ON
ED
E C
onne
ctio
nA
<2<2
<2<2
<1.0
<0.0
03<0
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8<0
.007
<0.0
023
<0.0
12<0
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0.41
34.2
<0.0
11<0
.14
SIL
IAN
AS
IDI D
AH
ER
EX
TEN
SIO
N G
RC
8<2
4<2
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023
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1.14
10.2
<0.0
110.
15K
AIR
OU
AN
GH
AN
ZOU
RD
eep
Wel
lC
135
15
<1.0
<0.0
03<0
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<0.9
1<1
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<1.0
0<0
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0.01
60.
039
<0.0
040.
844.
270.
016
0.16
-1K
AIR
OU
AN
GO
UA
AD
Dee
p W
ell
D<1
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<1<1
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<0.0
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95<1
.00
<0.0
070.
043
<0.0
12<0
.004
0.75
52.2
<0.0
110.
5316
-2K
AIR
OU
AN
GO
UA
AD
EX
TEN
SIO
N G
RA
1<1
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<1.0
<0.0
03<0
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1<1
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.095
<1.0
0<0
.007
0.02
<0.0
12<0
.004
0.33
6.04
<0.0
110.
19K
AS
SE
RIN
EB
NA
NA
ET
OU
LED
BE
NA
JEH
Dee
p W
ell
A<2
<2<2
<2<1
.0<0
.003
<0.0
10<0
.915
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95<1
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<0.0
07<0
.002
3<0
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<0.0
040.
3112
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.011
<0.
20K
AS
SE
RIN
EM
KIM
EN
Dee
p W
ell
D24
<1<1
<1<1
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<0.0
070.
024
<0.0
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1.2
86.7
0.39
70.
5621
SID
I BO
UZI
DA
IN J
AFF
EL
Dee
p W
ell
A<2
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<0.0
10<0
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95<1
.00
<0.0
07<0
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<0.0
12<0
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0.94
<0.5
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110.
26S
IDI B
OU
ZID
SO
UA
SS
IAD
eep
Wel
lD
1<1
1<1
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03<0
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0<0
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<0.0
03<0
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<0.0
041.
69.
7<0
.011
0.77
27S
IDI B
OU
ZID
GA
RD
HA
DID
Dee
p W
ell
C<2
<2<2
<2<1
.0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.00
<0.0
07<0
.003
<0.0
12<0
.004
0.62
6.62
<0.0
110.
28S
OU
SS
EC
HR
AIF
IAE
XTE
NS
ION
GR
B<2
<2<2
<2<1
.0<0
.003
<0.0
10<0
.915
<1.7
<1.0
95<1
.08
<0.0
07<0
.002
3<0
.012
<0.0
041.
1428
.5<0
.011
0.31
GA
FSA
EN
JAIM
IAS
ON
ED
E C
onne
ctio
nC
<2<2
<2<2
<1.0
<0.0
03<0
.010
<0.9
15<1
.7<1
.095
<1.0
8<0
.007
<0.0
023
<0.0
12<0
.004
1.11
3<0
.011
0.32
ME
DE
NIN
EC
ITE
CH
AA
BA
TEL
EL
MA
AR
EK
SO
NE
DE
Con
nect
ion
D2
<2<2
<2<1
.0<0
.003
<0.0
10<0
.915
<1.7
<1.0
95<1
.08
<0.0
07<0
.002
3<0
.012
<0.0
042.
3222
.2<0
.011
0.33
ME
DE
NIN
EH
LALM
A E
T O
UD
HA
NA
SO
NE
DE
Con
nect
ion
D<2
<2<2
<2<1
.0<0
.003
<0.0
10<0
.915
<1.7
<1.0
95<1
.08
<0.0
07<0
.002
3<0
.012
0.00
41.
939.
590.
135
034
ME
DE
NIN
ETO
GU
I ET
RA
HH
AL
SO
NE
DE
Con
nect
ion
D1
<2<2
<21.
04<0
.003
<0.0
10<0
.915
<1.7
<1.0
95<1
.08
<0.0
07<0
.002
3<0
.012
<0.0
041.
912
.2<0
.011
0.35
KA
SS
ER
INE
CH
AA
IBIA
Dee
p W
ell
A<1
<1<1
<1<1
.0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.00
<0.0
070.
047
0.03
9<0
.004
1.38
20.6
0.01
10.
36K
AS
SE
RIN
EO
UE
D L
AH
TAB
Dee
p W
ell
C<1
<1<1
<1<1
.0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.00
<0.0
07<0
.003
0.01
5<0
.004
1.6
7.97
<0.0
110.
37JE
ND
OU
BA
EL
FRA
CH
ICH
Dee
p W
ell
D1
<1<1
<128
.7<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.00
<0.0
070.
082
<0.0
12<0
.004
0.16
70.6
<0.0
110.
38B
EJA
GM
AR
AS
ON
ED
E C
onne
ctio
nC
<1<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
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.095
<1.0
0<0
.007
0.11
9<0
.012
<0.0
040.
384.
38<0
.011
0.39
LE K
EF
FOR
NA
SO
NE
DE
Con
nect
ion
C<1
<1<1
<1<1
.0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.00
<0.0
070.
022
0.03
9<0
.004
0.48
32.1
<0.0
110.
40LE
KE
FE
L O
UE
NA
Ext
ensi
on G
RA
<1<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
0<0
.007
0.06
6<0
.012
<0.0
040.
2125
<0.0
110.
41B
IZE
RTE
ETR
AM
IS-E
DM
IND
eep
Wel
lC
1<1
7<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
0<0
.007
0.07
2<0
.012
<0.0
040.
286.
34<0
.011
0.42
BIZ
ER
TEE
L K
ALB
OU
SS
ID
eep
Wel
lB
35<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
0<0
.007
0.04
1<0
.012
<0.0
040.
3627
.3<0
.011
0.43
BIZ
ER
TES
IDI H
AS
SE
NS
ON
ED
E C
onne
ctio
nC
1<1
<1<1
<1.0
<0.0
03<0
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<0.9
1<1
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.095
<1.0
0<0
.007
0.05
9<0
.012
<0.0
040.
420
.2<0
.011
0.44
KA
IRO
UA
NK
HO
UA
LDIA
Ext
ensi
on G
RB
<1<1
3<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
0<0
.007
<0.0
030.
012
<0.0
040.
7<0
.5<0
.011
0.45
KA
IRO
UA
NH
SA
INIA
Ext
ensi
on G
RC
1<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
0<0
.007
<0.0
03<0
.012
<0.0
040.
681.
19<0
.011
0.46
SID
I BO
UZI
DS
LATN
IAE
xten
sion
GR
C<2
<2<2
<2<1
.0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.00
<0.0
07<0
.003
<0.0
12<0
.004
0.65
26.9
<0.0
110.
5347
SID
I BO
UZI
DO
ULE
D M
OU
SS
AE
xten
sion
GR
C<1
<1<1
<1<1
.0<0
.003
<0.0
10<0
.91
<1.7
<1.0
95<1
.00
<0.0
07<0
.003
<0.0
12<0
.004
0.55
<0.5
<0.0
110.
48S
ILIA
NA
NFO
UTA
SO
NE
DE
Con
nect
ion
D<1
<1<1
<1<1
.0<0
.003
<0.0
10<0
.91
2.5
<1.0
95<1
.00
<0.0
070.
059
<0.0
12<0
.004
0.41
127
<0.0
110.
49K
AS
SE
RIN
EO
ULE
D M
AS
SA
OU
D R
IZG
Dee
p W
ell
B<1
<1<1
<1<1
.0<0
.003
<0.0
10<0
.91
1.9
<1.0
95<1
.00
<0.0
070.
012
<0.0
12<0
.004
0.65
8.15
<0.0
110.
50K
AIR
OU
AN
FRA
THIA
Ext
ensi
on G
RD
<1<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
.095
<1.0
0<0
.007
0.12
5<0
.012
<0.0
040.
8676
.6<0
.011
0.51
GA
FSA
SM
AID
IAD
eep
Wel
lB
<1<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
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.095
<1.0
0<0
.007
<0.0
03<0
.012
<0.0
041.
0712
.19
<0.0
110.
52K
AIR
OU
AN
MA
AM
RIA
Ext
ensi
on G
RA
<1<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
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<1.0
0<0
.007
0.06
6<0
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<0.0
040.
9333
.4<0
.011
0.
53LE
KE
FE
SB
IAA
T, E
L A
RG
OU
B E
TS
OU
ALH
IAD
eep
Wel
lB
1<1
<1<1
<1.0
<0.0
03<0
.010
<0.9
1<1
.7<1
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<1.0
0<0
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0.06
6<0
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<0.0
040.
7329
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.011
0.
LEG
END
(*1)：
subs
tanc
es li
sted
in "
Tab
le 1
of N
T 09
.14(
1983
) 3.1
Con
cent
ratio
ns li
mite
s pro
viso
ires p
our l
es su
bsta
nces
toxi
ques
pré
sent
es d
ans l
'eau
de b
oiss
on"
Bol
d : E
xcee
d cr
iteria
val
ue(*
2)：
subs
tanc
es li
sted
in "
Tabl
e 2
of N
T 09
.14(
1983
) 3.2
Sub
stan
ces c
him
ique
s sus
cept
ible
s de
cons
titue
r un
risqu
e po
ur la
sant
é" a
nd "
4 Ex
amen
bac
tério
logi
que"
A :
Ade
quat
e(*
3)：
subs
tanc
es li
sted
in «
NT
09.1
4(19
83) 3
.4"S
ubst
ance
s et p
ropi
étés
chi
miq
ues q
ui in
fluen
t sur
l'ac
cept
abili
té d
e l'e
au"
B :
Acc
epta
ble
(*4)：
Gui
delin
e V
alue
in “
WH
O G
uide
lines
for D
rinki
ng-W
ater
Qua
lity,
Sep
tem
ber 2
004”
C: A
ccep
tabl
e w
ith c
ompl
aint
s(P
)Si
gnifi
cant
scie
ntifi
c un
certa
intie
s reg
ardi
ng d
eriv
atio
n of
hea
lth b
ased
leve
lsD
: In
adeq
uate
(T)
Cal
cula
ted
GLV
is b
elow
the
leve
l tha
t can
be
achi
eved
thro
ugh
prac
tical
trea
tmen
t met
hods
(*5)：
Acc
epta
ble
leve
l in
“WH
O G
uide
lines
for D
rinki
ng-W
ater
Qua
lity,
Sep
tem
ber 2
004”
(*6)：
subs
tanc
es li
sted
as «
la p
rése
nce
dans
leau
de
bois
son
devr
ait ê
tre c
ontrô
lée
mai
s les
don
nées
act
uelle
s ne
perm
ette
nt p
as d
e le
ur a
ssig
ner d
es li
mite
s pro
viw
oire
s »
in
" N
T 09
.14(
1983
) 3.1
Con
cent
ratio
ns li
mite
s pro
viso
ires p
our l
es su
bsta
nces
toxi
ques
pré
sent
es d
ans l
'eau
de b
oiss
on"
(*7)：
guid
elin
e va
lue
for s
hort-
term
exp
osur
e in
bot
tled-
fed
infa
nts
(*8)：
guid
elin
e va
lue
for s
hort-
term
exp
osur
e in
infa
nts
(*9)：
Prov
isio
nal g
uide
line
valu
e fo
r lon
g-te
rm e
xpos
ure
(*10
)：m
easu
red
valu
e in
ISO
7887
(199
4)(*
11)：
True
Col
our U
nit
(*12
)：nu
mbe
r of n
eces
sary
dilu
tion
until
tast
e or
odo
r dis
appe
ar(*
13)：
Nep
helo
met
ric T
urbi
dity
Uni
t (*
14)：
mea
sure
d va
lue
as h
uile
s et g
rais
ses i
n gr
avim
etric
ana
lysi
s met
hod
(*15
)：°
f＝C
aCO
3(m
g/L)
×0.1
(*1
6)：
°f＝
HC
O3(
mg/
L)×0
.082
2 To
xic/
Hea
lth C
once
rnin
g C
hem
ical
s
Tabl
e 7-
1(B
) (2)
Res
ults
of W
ater
Qua
lity
Ana
lysi
s for
Pro
ject
200
6
Cat
egor
yG
over
nora
teSu
bpro
ject
Wat
er so
urce
Con
stitu
ents
Abb
revi
atio
n
（U
nit)
M
Lim
it fo
r Drin
king
-Wat
er (*
1)N
T 09
.14(
1983
)H
ealth
Con
cern
ing
Lim
it(*2
)A
ccep
tabl
e Le
vel f
or d
omes
tic u
se(*
3)
WH
O G
uide
line
Gui
delin
e V
alue
(*4)
Acc
epta
ble
Leve
l to
Con
sum
ers
(*5)
Gov
erno
rate
subp
roje
ctw
ater
sour
ceE
valu
atio
nIV
1A
RIA
NA
EL
AC
HIC
HS
ON
ED
E C
onne
ctio
nB
2M
AN
OU
BA
SID
I AC
HO
UR
SO
NE
DE
Con
nect
ion
A3
NA
BE
UL
BO
ULA
HO
UA
DH
SO
NE
DE
Con
nect
ion
B4-
1N
AB
EU
LTA
SS
ELM
INE
ET
SO
UA
SS
IE
XTE
NS
ION
GR
D4-
2N
AB
EU
LTA
SS
ELM
INE
ET
SO
UA
SS
IS
ON
ED
E C
onne
ctio
nB
5B
EJA
AIN
DA
M-N
EFZ
AS
ON
ED
E C
onne
ctio
nA
6B
EJA
AIN
SO
LTA
NE
Spr
ing
D10
LE K
EF
EL
AR
GO
UB
-ER
RH
AM
Dee
p W
ell
D11
-1S
ILIA
NA
AG
BA
Spr
ing
A11
-1S
ILIA
NA
AG
BA
Spr
ing
A11
-2S
ILIA
NA
AG
BA
SO
NE
DE
Con
nect
ion
A12
SIL
IAN
AG
HA
NG
UE
T ZG
ALA
SS
EX
TEN
SIO
N G
RB
13S
ILIA
NA
NS
IRA
TS
ON
ED
E C
onne
ctio
nA
14S
ILIA
NA
SID
I DA
HE
RE
XTE
NS
ION
GR
C15
KA
IRO
UA
NG
HA
NZO
UR
Dee
p W
ell
C16
-1K
AIR
OU
AN
GO
UA
AD
Dee
p W
ell
D16
-2K
AIR
OU
AN
GO
UA
AD
EX
TEN
SIO
N G
RA
19K
AS
SE
RIN
EB
NA
NA
ET
OU
LED
BE
NA
JEH
Dee
p W
ell
A20
KA
SS
ER
INE
MK
IME
ND
eep
Wel
lD
21S
IDI B
OU
ZID
AIN
JA
FFE
LD
eep
Wel
lA
26S
IDI B
OU
ZID
SO
UA
SS
IAD
eep
Wel
lD
27S
IDI B
OU
ZID
GA
RD
HA
DID
Dee
p W
ell
C28
SO
US
SE
CH
RA
IFIA
EX
TEN
SIO
N G
RB
31G
AFS
AE
NJA
IMIA
SO
NE
DE
Con
nect
ion
C32
ME
DE
NIN
EC
ITE
CH
AA
BA
TEL
EL
MA
AR
EK
SO
NE
DE
Con
nect
ion
D33
ME
DE
NIN
EH
LALM
A E
T O
UD
HA
NA
SO
NE
DE
Con
nect
ion
D34
ME
DE
NIN
ETO
GU
I ET
RA
HH
AL
SO
NE
DE
Con
nect
ion
D35
KA
SS
ER
INE
CH
AA
IBIA
Dee
p W
ell
A36
KA
SS
ER
INE
OU
ED
LA
HTA
BD
eep
Wel
lC
37JE
ND
OU
BA
EL
FRA
CH
ICH
Dee
p W
ell
D38
BE
JAG
MA
RA
SO
NE
DE
Con
nect
ion
C39
LE K
EF
FOR
NA
SO
NE
DE
Con
nect
ion
C40
LE K
EF
EL
OU
EN
AE
xten
sion
GR
A41
BIZ
ER
TEE
TRA
MIS
-ED
MIN
Dee
p W
ell
C42
BIZ
ER
TEE
L K
ALB
OU
SS
ID
eep
Wel
lB
43B
IZE
RTE
SID
I HA
SS
EN
SO
NE
DE
Con
nect
ion
C44
KA
IRO
UA
NK
HO
UA
LDIA
Ext
ensi
on G
RB
45K
AIR
OU
AN
HS
AIN
IAE
xten
sion
GR
C46
SID
I BO
UZI
DS
LATN
IAE
xten
sion
GR
C47
SID
I BO
UZI
DO
ULE
D M
OU
SS
AE
xten
sion
GR
C48
SIL
IAN
AN
FOU
TAS
ON
ED
E C
onne
ctio
nD
49K
AS
SE
RIN
EO
ULE
D M
AS
SA
OU
D R
IZG
Dee
p W
ell
B50
KA
IRO
UA
NFR
ATH
IAE
xten
sion
GR
D51
GA
FSA
SM
AID
IAD
eep
Wel
lB
52K
AIR
OU
AN
MA
AM
RIA
Ext
ensi
on G
RA
53LE
KE
FE
SB
IAA
T, E
L A
RG
OU
B E
TS
OU
ALH
IAD
eep
Wel
lB
LEG
END
Bol
d : E
xcee
d cr
iteria
val
ueA
: A
dequ
ate
B :
Acc
epta
ble
C: A
ccep
tabl
e w
ith c
ompl
aint
sD
: In
adeq
uate
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth2
Toxi
c/H
ealth
Con
cern
ing
Che
mic
als
Nic
kel
Chr
omiu
mTo
tal
chlo
rine
Col
our
(*10
)O
dour
Tast
eTu
rbid
ityR
esid
ue o
nev
apor
atio
n
Tota
ldi
ssol
ved
solid
spH
Ani
onic
surf
ace
activ
eag
ent
Min
eral
oils
(*14
)
Phen
olic
com
poun
ds
Har
dnes
sC
alci
umC
hlor
ide
Cop
per
Iron
Ni
Cr
Cl-
--
--
--
--
--
(CaC
O3)
Ca
Cl
Cu
Fe
mg/
lm
g/l
mg/
lTC
U(*
11)
dilu
tion
(*12
)di
lutio
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g A
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lm
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l°f
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lm
g/l
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lm
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--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
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No
Dire
ct C
onse
quen
ce to
Hea
lth3
Acc
epta
bilit
y to
Con
sum
ers
Tabl
e 7-
1(B
) (3)
Res
ults
of W
ater
Qua
lity
Ana
lysi
s for
Pro
ject
200
6
Cat
egor
yG
over
nora
teSu
bpro
ject
Wat
er so
urce
Con
stitu
ents
Abb
revi
atio
n
（U
nit)
M
Lim
it fo
r Drin
king
-Wat
er (*
1)N
T 09
.14(
1983
)H
ealth
Con
cern
ing
Lim
it(*2
)A
ccep
tabl
e Le
vel f
or d
omes
tic u
se(*
3)
WH
O G
uide
line
Gui
delin
e V
alue
(*4)
Acc
epta
ble
Leve
l to
Con
sum
ers
(*5)
Gov
erno
rate
subp
roje
ctw
ater
sour
ceE
valu
atio
nIV
1A
RIA
NA
EL
AC
HIC
HS
ON
ED
E C
onne
ctio
nB
2M
AN
OU
BA
SID
I AC
HO
UR
SO
NE
DE
Con
nect
ion
A3
NA
BE
UL
BO
ULA
HO
UA
DH
SO
NE
DE
Con
nect
ion
B4-
1N
AB
EU
LTA
SS
ELM
INE
ET
SO
UA
SS
IE
XTE
NS
ION
GR
D4-
2N
AB
EU
LTA
SS
ELM
INE
ET
SO
UA
SS
IS
ON
ED
E C
onne
ctio
nB
5B
EJA
AIN
DA
M-N
EFZ
AS
ON
ED
E C
onne
ctio
nA
6B
EJA
AIN
SO
LTA
NE
Spr
ing
D10
LE K
EF
EL
AR
GO
UB
-ER
RH
AM
Dee
p W
ell
D11
-1S
ILIA
NA
AG
BA
Spr
ing
A11
-1S
ILIA
NA
AG
BA
Spr
ing
A11
-2S
ILIA
NA
AG
BA
SO
NE
DE
Con
nect
ion
A12
SIL
IAN
AG
HA
NG
UE
T ZG
ALA
SS
EX
TEN
SIO
N G
RB
13S
ILIA
NA
NS
IRA
TS
ON
ED
E C
onne
ctio
nA
14S
ILIA
NA
SID
I DA
HE
RE
XTE
NS
ION
GR
C15
KA
IRO
UA
NG
HA
NZO
UR
Dee
p W
ell
C16
-1K
AIR
OU
AN
GO
UA
AD
Dee
p W
ell
D16
-2K
AIR
OU
AN
GO
UA
AD
EX
TEN
SIO
N G
RA
19K
AS
SE
RIN
EB
NA
NA
ET
OU
LED
BE
NA
JEH
Dee
p W
ell
A20
KA
SS
ER
INE
MK
IME
ND
eep
Wel
lD
21S
IDI B
OU
ZID
AIN
JA
FFE
LD
eep
Wel
lA
26S
IDI B
OU
ZID
SO
UA
SS
IAD
eep
Wel
lD
27S
IDI B
OU
ZID
GA
RD
HA
DID
Dee
p W
ell
C28
SO
US
SE
CH
RA
IFIA
EX
TEN
SIO
N G
RB
31G
AFS
AE
NJA
IMIA
SO
NE
DE
Con
nect
ion
C32
ME
DE
NIN
EC
ITE
CH
AA
BA
TEL
EL
MA
AR
EK
SO
NE
DE
Con
nect
ion
D33
ME
DE
NIN
EH
LALM
A E
T O
UD
HA
NA
SO
NE
DE
Con
nect
ion
D34
ME
DE
NIN
ETO
GU
I ET
RA
HH
AL
SO
NE
DE
Con
nect
ion
D35
KA
SS
ER
INE
CH
AA
IBIA
Dee
p W
ell
A36
KA
SS
ER
INE
OU
ED
LA
HTA
BD
eep
Wel
lC
37JE
ND
OU
BA
EL
FRA
CH
ICH
Dee
p W
ell
D38
BE
JAG
MA
RA
SO
NE
DE
Con
nect
ion
C39
LE K
EF
FOR
NA
SO
NE
DE
Con
nect
ion
C40
LE K
EF
EL
OU
EN
AE
xten
sion
GR
A41
BIZ
ER
TEE
TRA
MIS
-ED
MIN
Dee
p W
ell
C42
BIZ
ER
TEE
L K
ALB
OU
SS
ID
eep
Wel
lB
43B
IZE
RTE
SID
I HA
SS
EN
SO
NE
DE
Con
nect
ion
C44
KA
IRO
UA
NK
HO
UA
LDIA
Ext
ensi
on G
RB
45K
AIR
OU
AN
HS
AIN
IAE
xten
sion
GR
C46
SID
I BO
UZI
DS
LATN
IAE
xten
sion
GR
C47
SID
I BO
UZI
DO
ULE
D M
OU
SS
AE
xten
sion
GR
C48
SIL
IAN
AN
FOU
TAS
ON
ED
E C
onne
ctio
nD
49K
AS
SE
RIN
EO
ULE
D M
AS
SA
OU
D R
IZG
Dee
p W
ell
B50
KA
IRO
UA
NFR
ATH
IAE
xten
sion
GR
D51
GA
FSA
SM
AID
IAD
eep
Wel
lB
52K
AIR
OU
AN
MA
AM
RIA
Ext
ensi
on G
RA
53LE
KE
FE
SB
IAA
T, E
L A
RG
OU
B E
TS
OU
ALH
IAD
eep
Wel
lB
LEG
END
Bol
d : E
xcee
d cr
iteria
val
ueA
: A
dequ
ate
B :
Acc
epta
ble
C: A
ccep
tabl
e w
ith c
ompl
aint
sD
: In
adeq
uate
No
Dire
ct C
onse
quen
ce to
Hea
lth3
Acc
epta
bilit
y to
Con
sum
ers
Mag
nesi
um
Man
gane
seSu
lfate
Zinc
Alu
min
umSo
dium
Am
mon
iaR
esid
ual
chlo
rine
Car
bona
teTo
tal a
lkal
inity
Min
eral
aci
dity
Tota
l aci
dity
ferr
ous
iron
ferr
iciro
nTe
mpe
rat
ure
Elec
trica
lC
ondu
cti
vity
Pota
ssiu
msa
linity
Mg
Mn
SO4
ZnA
lN
aN
H4
Cl-
CO
3H
CO
3Fe
2+Fe
3+T
ECK
-
mg/
lm
g/l
mg/
lm
g/l
mg/
lm
g/l
mg
NH
4/lm
g/l
mg/
l°f
mg/
l°f
(*16
)m
g/L
°f(*
16)
mg/
L°f
(*16
)m
g/l
mg/
l°C
mS/
mm
g/l
‰
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
150*
*0.
560
0**
5-
--
--
--
--
--
--
--
-
-0.
4-
--
--
--
--
--
--
--
--
--
-0.
125
03
0.2
200
1.5
0.6-
1.0
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
31.0
<0.0
8028
7<0
.068
0.07
616
8<0
.05
0.6
00
133
10.9
--
--
--
25.0
145
3.91
0.5
6.19
<0.0
8043
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0.11
317
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.05
0.08
00
856.
9-
--
--
-21
.620
1.79
<0.1
34.1
<0.0
8030
5.0
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680.
138
186.
0<0
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0.5
00
135
11.1
--
--
--
26.7
164
4.51
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266.
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.068
0.11
322
9.0
0.12
00
037
831
--
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25.6
213
5.76
-27
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.080
276.
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30
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410
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.714
13.
990.
59.
53<0
.080
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69.5
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00
239
19.6
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861.
370.
25.
11<0
.080
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241
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531.
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.122
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.080
170
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00
9.51
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5715
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30.
40.
35.
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20.5
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1658
.40.
7-
4.95
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8037
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122
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0.4
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.057
14.6
580.
140
13.7
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8079
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.068
<0.0
543
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0.3
00
262
21.5
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19.3
87.2
7.49
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.080
542.
0<0
.068
<0.0
532
0.0
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50
00
227
18.6
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18.8
197
9.96
0.8
13.5
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8084
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.068
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541
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00
251
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24.6
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5.37
0.2
139
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801,
150.
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522
2.0
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269
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-24
.928
63.
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423
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8029
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582
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234
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00
10.9
760.
9<0
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5720
100
2.68
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.080
235
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.05
169
0.29
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432
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010
.732
0.88
0.01
50.
108
20.3
181
2.03
0.7
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8027
<0.0
68<0
.05
18<0
.06
00
028
623
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--
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-12
.255
0.94
012
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5718
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00
11.9
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5721
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06.
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8023
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221
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541
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5722
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69.
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146
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719
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.951
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22.6
108
9.82
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8013
2.0
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343.
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0.8
00
381
31.2
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26.9
220
5.85
111
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517
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80
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316
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.824
310
.31.
145
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313.
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515
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10
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616
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88.
120.
459
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00.
607
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524
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68.
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864
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524
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40
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417
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.619
88.
580.
933
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560
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9.63
410.
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5718
.178
.42.
590.
153
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8020
2<0
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<0.0
514
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724
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014
.878
1.22
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10<0
.057
19.9
113
3.15
0.3
25.6
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8072
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110
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00
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5721
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490.
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425
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150
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548
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00
262
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6.9
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0.81
0.2
11.5
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8075
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00
204
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12.3
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20.
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9.51
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186
3.97
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520
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16.2
67.5
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393
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216
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12.1
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598
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10.4
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8.69
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589
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142
2.83
0.5
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8050
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0.16
472
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0.24
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582
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10
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1.54
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8040
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514
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085
21.4
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2.25
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8012
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563
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00
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9.7
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2
49.4
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8019
2<0
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<0.0
598
<0.0
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222
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00
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5718
.375
4.67
0.1
Oth
er S
uppo
rting
Pra
met
ers
Ⅰ Ⅱ Ⅲ Ⅳ Ⅰ Ⅱ Ⅲ ⅣTotal
Alkalinity(CaCO3mg/L)
Combinedcarbonic acid
(=1×0.44)(CO2mg/L)
Subordinacyfree carbonic
acid(CO2mg/L)
Total cabonicacid
=Ⅱ+Ⅲ
(CO2mg/L)
TotalAlkalinity(CaCO3mg/L)
Combinedcarbonic acid
(=1×0.44)(CO2mg/L)
Subordinacyfree carbonic
acid(CO2mg/L)
Total cabonicacid
=Ⅱ+Ⅲ
(CO2mg/L)5.7 2.5 0.0 2.5 159.1 70.0 7.5 77.5
11.4 5.0 0.0 5.0 164.8 72.5 8.3 80.817.0 7.5 0.1 7.5 170.5 75.0 9.3 84.222.7 10.0 0.1 10.1 176.1 77.5 10.4 87.928.4 12.5 0.2 12.7 181.8 80.0 11.5 91.534.1 15.0 0.3 15.3 187.5 52.5 12.8 95.339.8 17.5 0.4 17.9 193.2 85.0 14.1 99.145.5 20.0 0.5 20.5 198.9 87.5 15.6 103.151.1 22.5 0.6 23.1 204.5 90.0 17.2 107.256.8 25.0 0.8 25.8 210.2 92.5 19.0 111.562.5 27.5 0.9 28.4 215.7 95.0 20.8 115.868.2 30.0 1.0 31.0 221.6 97.5 22.8 120.873.9 32.5 1.2 33.7 227.3 100.0 25.0 125.079.5 35.0 1.4 36.4 233.0 102.5 27.3 129.885.2 37.5 1.6 39.1 238.6 105.0 29.5 134.590.9 40.0 1.8 41.8 244.3 107.5 32.3 139.896.6 42.5 2.1 44.6 250.0 110.0 35.0 145.0
102.3 45.0 2.4 47.4 255.7 112.5 37.8 150.3108.0 47.5 2.7 50.2 261.4 115.0 40.8 155.8113.7 50.0 3.0 53.0 267.1 117.5 43.8 161.3119.3 52.5 6.5 56.0 272.2 120.0 47.0 167.0125.0 55.0 3.9 58.9 278.4 122.5 50.2 172.7130.7 57.5 4.3 61.8 284.1 125.0 54.0 179.0136.4 60.0 4.8 64.8 289.8 127.5 57.4 184.9142.0 62.5 5.3 67.8 295.5 130.0 61.0 191.0147.7 65.0 6.0 71.0 301.1 132.5 64.7 197.2153.4 67.5 6.8 74.2 306.8 135.0 68.5 203.5
Source: Japan hygienic analysis methods 2000 (Japan medical society, 2000)
Table 8-5 Subordinacy Free Carbonic Acid
Table 8-7(A) Summary of Water Source Assessment for Project 2005
I II III-1 III-21 NABEUL RMIL ET FARJOUN SONEDE Connection C - - 1 4
101 NABEUL BASATINE SONEDE Connection B - - - 42 NABEUL BEN THAMEUR ET BKIR SONEDE Connection B - - - 23 NABEUL BIR BEN ZAHRA SONEDE Connection B - - - 24 BEJA MZOUGHA-ZELDOU (1ST) SONEDE Connection C - - 1 15 BEJA MZOUGHA-ZELDOU (1st&2nd) SONEDE Connection A - - - -
6-1 BEJA KEF DAROUGUI-SFAYA Spring D - 1 - -6-2 Extension GR A - - - -7 BEJA GASR HDID A BEJA SUD Deep well D - 1 - -8 MEDENINE CITE KRICHID SONEDE Connection D - 2 4 39 MEDENINE CITE KRID SONEDE Connection D - 2 - 3
10 MEDENINE CITE MARS SONEDE Connection D - 2 - 311 SFAX GARGOUR-BRAHMA FKAHIA SONEDE Connection B - - - 312 SOUSSE OULED FALEH SONEDE Connection B - - - 113 KAIROUAN GRAIRIA Extension GR B - - - 314 KAIROUAN DOUAR EL BELDI Extension GR B - - - 1
15-1 KAIROUAN ROUAOUNA Deep well D - 1 4 315-2 SONEDE Connection B - - - 316 KAIROUAN OULED ABBES SONEDE Connection B - - - 417 KAIROUAN OULED BOUDABOUS Extension GR C - 1 1 318 MANOUBA EL MAAFRINE SONEDE Connection B - - - 1
19-1 MANOUBA TIRASSET SONEDE Connection D - 1 - -19-2 SONEDE Connection C - - 1 -20 SILIANA BIR EZZOUZ SONEDE Connection D - 1 - 121 SILIANA SFINA Deep well D - 1 3 422 SILIANA FEJ-ASAKRA Extension GR (Deep well) B - - - 223 SILIANA KSAR-OULED BOUHANI SONEDE Connection C - - 1 -24 ARIANA CEBELAT A AMMAR SONEDE Connection A - - - -25 MAHDIA SLAIMIA SONEDE Connection B - - - 226 MAHDIA SKHAIBIA Extension GR B - - - 127 MAHDIA KHIOUR SONEDE Connection B - - - 228 MAHDIA RMADHNIA SONEDE Connection B - - - 229 JENDOUBA SOUALHIA SONEDE Connection B - - - 130 JENDOUBA EL ISLAH SONEDE Connection B - - - 2
31-1 LE KEF EZZAGAYA SONEDE Connection B - - - 231-2 SONEDE Connection C - - 1 432-1 LE KEF OULED GANA Extension GR (Spring) D - 2 - 132-2 SONNEDE Connection D - 2 - 433-1 GAFSA HENCHIR BONCHMEL Extension GR D - 3 2 133-2 Deep well for irrigation D - 3 3 333-3 Extension GR D - 1 1 134 GAFSA EL AHCHACHNA Extension GR C - - 3 135 GAFSA OUED ZITOUN Extension GR B - - - 236 KASSERINE AIN DEFLA Deep well C - - 1 2
37-1 KASSERINE FAKET EL KHADEM Deep well B - - - 237-2 Deep well 2 B - - - 238-1 KASSERINE OULED BARKA Deep well D - 1 - 238-2 Deep well (Bouganem) C - - 3 138-3 Extension GR (ZID) B - - - 139 KASSERINE SIDI SHIL Deep well A - - - -40 SIDI BOUZID MBARKIA (SIDI ALIBEN AOUN) Extension GR C - - 2 341 SIDI BOUZID OULED NAOUI Extension GR B - - - 142 SIDI BOUZID OULED YOUSSEF GALLEL Extension GR C - - 1 343 MAHDIA RQUIAT SONNEDE Connection C - - - 3
44-1 SIDI BOUZID OUAMRIA-ABABSIA Extension GR D - 2 1 344-2 Extension GR D - 2 1 345 SIDI BOUZID GOULEB Extension GR D - 2 1 346 SIDI BOUZID GHRIST EST SONEDE Connection D - 2 2 2
＊Categorization of key constituentsCategory Classification
I Total coliform bacteria, thermotolerant coliform and E. Coli exceed 25 MPN/100ｍL A: AdequateII Toxic/Health concerning chemicals exceed criteria value B: Acceptable with small Complaints
III-1 Parameters of no direct consequences to health exceed the standard value of NT 09.14 C:Acceptable with large complaintsIII-2 D: Inadequate
Sub-project
Parameters of no direct consequences to health exceed acceptable level of the GDWQ, although meet thestandard value of NT 09.14.
Evaluation
RankType of Water Source
Number of water analysis parameters of each category whichexceeded the criteria value*ID No. Governorate
Table 8-7 (B) Summary of Water Source Assessment for Project 2006
I II III-1 III-21 1 ARIANA EL ACHICHI SONEDE Connection B - - - 22 2 MANOUBA SIDI ACHOUR SONEDE Connection A - - - -3 - NABEUL BOULAHOUADH SONEDE Connection B - - - 3
4-1 - NABEUL TASSELMINE ET SOUASSI EXTENSION GR D 1 - - 54-2 - NABEUL TASSELMINE ET SOUASSI SONEDE Connection B - - - 25 7 BEJA AIN DAM-NEFZA SONEDE Connection A - - - -6 - BEJA AIN SOLTANE DEEP WELL D 2 - - 1
10 - LE KEF EL ARGOUB-ERRHAMNA DEEP WELL D - 1 - 111-1 11 SILIANA AGBA SPRING A - - - -11-1 11 SILIANA AGBA SPRING A - - - -11-2 - SILIANA AGBA SONEDE Connection B - - - 112 9 SILIANA GHANGUEST ZGALASS EXTENSION GR B - - - 313 12 SILIANA NSIRAT SONEDE Connection A - - - -14 10 SILIANA SIDI DAHER EXTENSION GR C - - 2 215 14 KAIROUAN GHANZOUR DEEP WELL C - - 1 3
16-1 - KAIROUAN GOUAAD DEEP WELL D - 2 2 216-2 15 KAIROUAN GOUAAD EXTENSION GR A - - - -19 23 KASSERINE BNANA / OULED BENAJEH DEEP WELL A - - - -20 24** KASSERINE MKIMEN DEEP WELL D - 4 - 321 28 SIDI BOUZID AIN JAFFEL DEEP WELL A - - - -26 - SIDI BOUZID SOUASSIA DEEP WELL D - 2 5 427 29 SIDI BOUZID GARD HADID DEEP WELL C - - 1 -28 18 SOUSSE CHRAIFIA EXTENSION GR B - - - 329 19 MAHDIA AMMAR SONEDE Connection B30 20 MAHDIA ESSAAFI SONEDE Connection B31 32 GAFSA ENJAMIA SONEDE Connection C - - 1 232 - MEDENINE CITE CHAABAT EL MAAREK SONEDE Connection D - 1 - 233 - MEDENINE HLALMA ET OUDHANACHAAIBIASONEDE Connection D - 1 - 334 - MEDENINE TOGUI ET RAHHALCHAAIBIA SONEDE Connection D - 1 - 335 25 KASSERINE CHAAIBIA DEEP WELL A - - - -36 26 KASSERINE OUED LAHTAB DEEP WELL C - 1 - -37 - JENDOUBA EL FRACHICH DEEP WELL D - 2 - 238 8 BEJA GMARA SONEDE Connection C - - 1 -39 21 LE KEF FORNA SONEDE Connection C - - 1 -40 22 LE KEF EL OUENA EXTENTION GR A - - - -41 3 BIZERTE ETRAMIS-EDMIN DEEP WELL C - - 1 242 4 BIZERTE EL KALBOUSSI DEEP WELL A - - - -43 5 BIZERTE SIDI HASSEN SONEDE Connection C - - 1 144 16 KAIROUAN KHOUALDIA EXTENSION GR B - - - 445 17 KAIROUAN HSAINIA EXTENSION GR C - - 1 146 31 SIDI BOUZID SLATNIA EXTENSION GR C - - 4 247 30 SIDI BOUZID OULED MOUSSA EXTENSION GR C - - 1 -48 - SILIANA NFOUTA SONEDE Connection D - 1 - 149 27 KASSERINE OULED MASSOUD RIZG DEEP WELL B - - - 350 - KAIROUAN FRATHIA EXTENSION GR D - 1 - -51 33 GAFSA SMAIDIA DEEP WELL C - - 1 252 6 KAIROUAN MAAMRIA EXTENSION GR A - - - -53 13 LE KEF ESBIAAT, EL ARGOUB ET SOUALHIA DEEP WELL B - - - 1
＊Categorization of key constituents** The water sourcrec was changed the water source of Ain defla which water quality was evaluated as acceptable for project 2005Categor Classification
I Total coliform bacteria, thermotolerant coliform and E. Coli exceed 50 MPN/100ｍL A: AdequateII Toxic/Health concerning chemicals exceed criteria value B: Acceptable
III-1 Parameters of no direct consequences to health exceed the standard value of NT 09.14 C: Acceptable with complaintsIII-2 D: Inadequate
Note: There are 35 water sources which are categorized from Rank A to C, because one replaced subproject 'BOULAHOUADH' is included.
Same water source with Rquiat of project 2005Same water source with Rquiat of project 2005
Parameters of no direct consequences to health exceed acceptable level of the GDWQ,although meet the standard value of NT 09.14.
Evaluation
RankType of Water Source
Number of water analysis parameters of each categorywhich exceeded the criteria value*Sub-projectID No. GovernoratePjt No.
Table 8-9 (1) Evaluation of Projected Water Sources 2006
Project 1Governorate Subproject Water Source Rank
ARIANA EL ACHICH SONEDE Connection B
Project 2Governorate Subproject Water Source Rank
MANOUBA SIDI ACHOUR SONEDE Connection A
Project 3Governorate Subproject Water Source Rank
BIZERTE ETRAMIS-EDMAIN Deep Well C
Project 4Governorate Subproject Water Source Rank
BIZERTE EL KALBOUSSI Deep Well B
Project 5Governorate Subproject Water Source Rank
BIZERTE SIDI HASSEN SONEDE Connection CNoticable Parameters
TDS: 1400 mg/L, Phenolic compounds: 0.046 mg/L, Chloride: 288 mg/L, Residual chlorine: 0.02 mg/LEvaluation and Recommendation
Acceptable with complaintThe concentration of residual chlorine is low. It should be chlorinated for the new water supply system.Phenolic compounds was higher than the Tunisian standard. It might make foul smell.
Noticable ParametersTotal coliform 35 MPN/100ml, Turbidity: 11.6 NTU
Evaluation and RecommendationAcceptableThe MPN of total coliform is high. Furthermore turbidity which weaken the effect of disinfection is alsohigh. The chlorination must be strictly implemented to maintain the residual chlorine at the farthestdistribution point. If the residual chlorine will be null at the furthest distribution point, other water
Noticable ParametersFaecal streptococci: 7 MPN/100ml, TDS: 1900 mg/L, Phenolic compounds: 0.04 mg/L, Chloride: 588mg/L, Ammonia: 302 mg/L
Evaluation and RecommendationAcceptable with complaintThe existence of faecal streptococci suggests the faecal contamination. The source of contamination shouldbe found to prevent the infection. TDS and chloride were above the GDWQ Acceptable level to consumers.Phenolic compounds was higher than the Tunisian standard. It might make foul smell. Langelier's index isrelatively low and erosive free carbonic acid was detected. It has not been the corrosive level, however, pH
AdequateThe concentration of residual chlorine is low. It should be chlorinated for the new water supply system.Langelier's index is relatively low. It has not reached the corrosive level, however, pH should be monitored.
Noticable ParametersTDS: 1500 mg/L, Sulfate:287 mg/L
Evaluation and RecommendationAcceptableThe taste was a bit salty. TDS and sulfate were above the GDWQ Acceptable level to consumers. Howeverthe concentrations were not so high relatively to Tunisia, therefore complaint is not predicted.
Noticable ParametersResidual Chlorine: 0.08 mg/L, Langelier’s index: -0.67
Evaluation and Recommendation
Table 8-9 (2) Evaluation of Projected Water Sources 2006
Project 6Governorate Subproject Water Source Rank
KAIROUAN MAAMRIA Extension GR A
Project 7Governorate Subproject Water Source Rank
BEJA AIN DAM-NEFZA SONEDE Connection A
Project 8Governorate Subproject Water Source Rank
BEJA GMARA SONEDE Connection C
Project 9Governorate Subproject Water Source Rank
SILIANA GHANGEUET ZGALASS Extension GR B
Project 10Governorate Subproject Water Source Rank
SILIANA SIDI DAHER Extension GR C
Noticable ParametersNO3-: 33.4 mg/L
Evaluation and RecommendationAdequateThe concentration of nitrate is relatively high though it is less than the standard value. The fertilizer use inthe catchment area should be careful.
Noticable ParametersNo anxious parameter
Evaluation and RecommendationAdequateMonitoring should be exactly implemented according to the instruction of health section.
Noticable ParametersPhenolic compounds: 0.047 mg/L
Evaluation and RecommendationAcceptable with complaintPhenolic compounds was higher than the Tunisian standard. It might make foul smell.
Noticable ParametersTDS: 1960 mg/L, Sulfate: 542 mg/L, Sodium: 320 mg/L, Residual chlorine: 0 mg
Evaluation and RecommendationAcceptableThe concentration of residual chlorine is null. It should be chlorinated for the new water supply system.TDS and chloride were above the GDWQ Acceptable level to consumers.
Noticable ParametersFaecal streptococci: 4 MPN/100ml, Residue on Evaporation: 2320 mg/L, Hardness: 1270 mg/L, Sulfate:1150 mg/L, Residual chlorine: 0 mg/L
Evaluation and RecommendationAcceptable with complaintThe existence of faecal streptococci suggests the faecal contamination. The source of contamination shouldbe found to prevent the infection. The concentration of residual chlorine was null. It should be chlorinatedfor the new water supply system. Hardness and sulfate were above the Tunisian standard. These might leadto complaints, therefore the agreement with users is necessary.
Table 8-9 (3) Evaluation of Projected Water Sources 2006
Project 11Governorate Subproject Water Source Rank
SILIANA AGBA SPRING A
Project 12Governorate Subproject Water Source Rank
SILIANA NSIRAT SONEDE Connection A
Project 13Governorate Subproject Water Source Rank
LE KEF ESBIAAT, EL ARGOUB ET SOUALHIA Deep Well C
Project 14Governorate Subproject Water Source Rank
KAIROUAN GHANZOUR Deep Well C
Project 15Governorate Subproject Water Source Rank
KAIROUAN GOUAAD Extension GR A
Noticable ParametersThermotolerant coliform: 17 MPN/100ml
Evaluation and RecommendationAdequateThe existence of thermotolerant coliform suggests the faecal contamination. The source of contaminationshould be found to prevent the infection.
Noticable ParametersNO3-: 33.4 mg/L
Evaluation and RecommendationAdequateThe concentration of nitrate is relatively high though it is less than the standard value. The fertilizer use inthe catchment area should be careful.
Noticable ParametersPhenolic compounds: 0.047 mg/L
Evaluation and RecommendationAcceptable with complaintPhenolic compounds was higher than the Tunisian standard. It might make foul smell.
Noticable ParametersThermotolerant coliform: 5 MPN/100ml, Turbidity: 19.7 NTU, Phenolic compounds: 0.216 mg/L
Evaluation and RecommendationAcceptable with complaintThe existence of thermotolerant coliform suggests the faecal contamination. The source of contaminationshould be found to prevent the infection. Furthermore turbidity which weaken the effect of disinfection isalso high. The chlorination must be strictly implemented to maintain the residual chlorine at the farthestdistribution point. Phenolic compounds was higher than the Tunisian standard. It might make foul smell.
Noticable ParametersResidual chlorine: 0 mg/L
Evaluation and RecommendationAdequateThe concentration of residual chlorine is null. It should be chlorinated for the new water supply system.
Table 8-9 (4) Evaluation of Projected Water Sources 2006
Project 16Governorate Subproject Water Source Rank
KAIROUAN KHOUALDIA Extension GR B
Project 17Governorate Subproject Water Source Rank
KAIROUAN HSAINIA Extension GR C
Project 18Governorate Subproject Water Source Rank
SOUSSE CHRAIFIA Extension GR B
Project 19Governorate Subproject Water Source Rank
MAHDIA AMMAR SONEDE Connection B
Project 20Governorate Subproject Water Source Rank
MAHDIA ESSAAFI SONEDE Connection B
Noticable ParametersFaecal streptococci: 3 MPN/100ml, TDS: 1830 mg/L, Chloride: 337 mg/L, Sulfate: 393 mg/L, Residual
Evaluation and RecommendationAcceptableThe existence of faecal streptococci suggests the faecal contamination. The source of contamination shouldbe found to prevent the infection. The concentration of residual chlorine was null. It should be chlorinatedfor the new water supply system. TDS, chloride and sulfate were above the GDWQ Acceptable level toconsumers. However the concentrations were not so high relatively in Tunisia, therefore complaint is not
Noticable ParametersPhenolic compounds: 0.078 mg/L, Residual chlorine: 0 mg/L
Evaluation and RecommendationAcceptable with complaintPhenolic compounds was higher than the Tunisian standard. It might make foul smell. The concentration ofresidual chlorine was null. It should be chlorinated for the new water supply system.
Noticable ParametersBoron: 0.493 mg/L, TDS: 2000 mg/L, Chloride: 424 mg/L, Sodium: 343 mg/L
Evaluation and RecommendationAcceptableTDS, chloride and sodium were above the GDWQ Acceptable level to consumers. The concentration ofboron is relatively high. These should be monitored.
Noticable ParametersTDS: 1460 mg/L, Sulfate:363 mg/L
Evaluation and RecommendationAcceptable (Same water source with Rquiat of project 2005)The taste was a bit salty. TDS and sulfate were above the GDWQ Acceptable level to consumers. Howeverthe concentrations were not so high relatively in Tunisia, therefore complaint is not predicted.
Noticable ParametersTDS: 1460 mg/L, Sulfate:363 mg/L
Evaluation and RecommendationAcceptable (Same water source with Rquiat of project 2005)TDS and sulfate were above the GDWQ Acceptable level to consumers. However the concentrations werenot so high relatively in Tunisia, therefore complaint is not predicted.
Table 8-9 (5) Evaluation of Projected Water Sources 2006
Project 21Governorate Subproject Water Source Rank
LE KEF FORNA SONEDE Connection C
Project 22Governorate Subproject Water Source Rank
LE KEF EL OUENA Extension GR A
Project 23Governorate Subproject Water Source Rank
KASSERINE BNANA ET OULED BENAJEH Deep Well A
Project 24Governorate Subproject Water Source Rank
KASSERINE MKIMEN Deep Well C
Project 25Governorate Subproject Water Source Rank
KASSERINE CHAAIBIA Deep Well A
Noticable ParametersNO3-: 33.4 mg/L, Phenolic compounds: 0.047 mg/L
Evaluation and RecommendationAcceptable with complaintPhenolic compounds was higher than the Tunisian standard. It might make foul smell.
Noticable ParametersNo anxious parameter
Evaluation and RecommendationAdequateMonitoring should be exactly implemented according to the instruction of health section.
Noticable ParametersNo anxious parameter
Evaluation and RecommendationAdequateMonitoring should be exactly implemented according to the instruction of health section.
Noticable ParametersTDS: 1520 mg/L, Sulfate:328 mg/L, pH: 8.6
Evaluation and RecommendationAcceptable with complaint (Same water source with Ain defla of project 2005)pH was above the Tunisian standard. It might prevent the disinfection.
Noticable ParametersFluoride: 1.38 mg/L
Evaluation and RecommendationAdequateThe concentration of fluoride was relatively high. Monitoring should be exactly implemented.
Table 8-9 (6) Evaluation of Projected Water Sources 2006
Project 26Governorate Subproject Water Source Rank
KASSERINE OUED LAHTAB Deep Well C
Project 27Governorate Subproject Water Source Rank
KASSERINE OULED MASSAOUD RIZG Deep Well B
Project 28Governorate Subproject Water Source Rank
SIDI BOUZID AIN JAFFEL Deep Well A
Project 29Governorate Subproject Water Source Rank
SIDI BOUZID GARD HADID Deep Well C
Project 30Governorate Subproject Water Source Rank
SIDI BOUZID OULED MOUSSA Extension GR C
Noticable ParametersFluoride: 1.6 mg/L
Evaluation and RecommendationAcceptable with complaintThe concentration of fluoride was above the GDWQ guideline level and the information disclosure to theusers is recommended. Monitoring should be exactly implemented according to the instruction of health
Noticable ParametersTDS: 1550 mg/L, Sulfate:505 mg/L
Evaluation and RecommendationAcceptable (Same water source with Rquiat of project 2005)TDS and sulfate were above the GDWQ Acceptable level to consumers. However the concentrations werenot so high relatively in Tunisia, therefore complaint is not predicted.
Noticable ParametersNo anxious parameter
Evaluation and RecommendationAdequateMonitoring should be exactly implemented according to the instruction of health section.
Noticable ParametersPhenolic compounds: 0.027 mg/L
Evaluation and RecommendationAcceptable with complaintPhenolic compounds was higher than the Tunisian standard. It might make foul smell.
Noticable ParametersPhenolic compounds: 0.042 mg/L
Evaluation and RecommendationAcceptable with complaintPhenolic compounds was higher than the Tunisian standard. It might make foul smell.
Table 8-9 (7) Evaluation of Projected Water Sources 2006
Project 31Governorate Subproject Water Source Rank
SIDI BOUZID SLATNIA Extension GR C
Project 32Governorate Subproject Water Source Rank
GAFSA ENJAIMIA SONEDE Conection C
Project 33Governorate Subproject Water Source Rank
GAFSA SMAIDIA Deep Well C
Noticable ParametersBoron: 0.533 mg/L, Residue on Evaporation: 2250 mg/L, TDS: 2000 mg/L, Phenolic compounds: 0.067mg/L, Hardness: 1900 mg/L, Chloride: 749 mg/L, Sulfate: 642 mg/L
Evaluation and RecommendationAcceptable with complaintThe concentration of boron is above the GDWQ guideline level. Phenolic compounds was higher than theTunisian standard. It might make foul smell. Hardness was quite above the Tunisian standard. It ispredicted to lead to complaints about taste, therefore the agreement with users is necessary.
Noticable ParametersResidue on Evaporation: 2800 mg/L, TDS: 2000 mg/L, Hardness: 984 mg/L, Chloride: 301 mg/L, Sulfate:845 mg/L
Evaluation and RecommendationAcceptable with complaintResidue on Evaporation and sulfate were above the Tunisian standard. It is predicted to lead to complaintsabout taste, therefore the agreement with users is necessary.
Noticable ParametersTDS: 1400 mg/L, Phenolic compounds: 0.042 mg/L, Sulfate: 406 mg/L
Evaluation and RecommendationAcceptable with complaintPhenolic compounds was higher than the Tunisian standard. It might make foul smell.
Appendices
Appendix 1 Standard / Guideline of Water Quality .................................................................. A-1
Appendix 2 Sampling manual ................................................................................................... A-2
Appendix 3 The results of water analysis for each sub-project of project 2005/2006 .............. A-5
Appendix 4 Characteristics of Water Quality Analysis Parameters ........................................ A-98
Appendix 1: Organizations relative to Standard/Guideline of Water Quality (1) World Health Organization (WHO), Guidelines for Drinking-water Quality: The WHO
published the first edition of Guidelines for drinking-water quality in three volumes in place of the International standard for drinking-water (1972). The main reason for not promoting the adoption of International standards for drinking-water quality is to avoid that the adoption of drinking-water standards, that are too stringent, could limit the availability of water supplies that meet those standards - a significant consideration in regions of water shortage. That is, the WHO emphasizes the guideline values recommended are not mandatory limits. In order to define such limits, it is necessary to consider the guideline values in the context of local or national environmental, social, economic, and cultural conditions for which national standards will be developed. Moreover, it is planned to establish a counting process of revision of the Guideline for drinking-water quality with a number of substances of agents subject to evaluation each year. Where appropriate, addenda will be issued, containing evaluations of new substances already evaluated for which new scientific information has become available.
(2) NT 09.14. 1983, Norme Tunisienne Enregistrée (Qualité des eaux de boisson),
Deuxieme édition juin 1997, l’institut national de la normalisation et de la propriété industrielle (INORPI) : NT09.14 was established in 1983. It referred to the International Standards for drinking-water quality (WHO, 1972), the European Standards relative to drinking-water (JOCE No L 229/11, 1980) and the Lebanese Standards No.75 (1970). The revision to 2nd edition was registered in 1997. Only references and analysis methods for some parameters were revised. However, there were no supplement of new substances and re-evaluation of the standard values.
(3) WHO Guidelines for Drinking Water Quality 3rd Edition (2004): WHO published
Guidelines for Drinking Water Quality 3rd Edition in September 2004 as the final version of the 3rd edition.
Appendix 2 Sampling Manual 1. Preparation and planning for sampling
1.1 Basic consideration for preparation of schedule
a) It is necessary that personnel of CRDA guide the survey team to the point of sampling. Accordingly the survey team is required to visit the CRDA office and have a preliminary meeting before going to the site.
b) The sampling schedule should be prepared taking into account the distances between CRDA offices and sampling points and the routes.
c) To consider the office hour of CRDA: 8 :30 - 12 :30 and 15 :00 - 17 :30
1.2 Data/information
a) To send fax to CRDA with the information of site visit for sampling and confirm the followings :
i) Meeting place ii) Time of meeting iii) Name of persons to be accompanied iv) Number of mobile phone of the person to be accompanied
b) To ask preparation of the following data and to collect them on the day of sampling:
i) Detail map (scale : 1 / 2 500 ~ 50 000) which shows : ・ project site and point of water source ;
・ existing pipeline route in case the water source is SONEDE connection or GR extension
ii) Fiche de forage iii) Existing results of water quality analysis
2. Sampling on site
2.1 Meeting with CRDA
a) Explain the objective of sampling and confirm the point of sampling on the map. Sampling should be made principally in the upstream from the connection point in cases of existing water supply system.
b) The team should be punctual in meeting. In case of delay, it is necessary to inform CRDA on the telephone.
c) The Engineer of CRDA who will guide the team to the sampling point is deeply involved with the study of our project. You are requested not to be late so as to disturb the work schedule of the Engineer.
d) There is a possibility that a substitute who is not so familiar with the sampling point
may attend the team to the sampling point. Accordingly you are requested to confirm the point on the map while you are in the CRDA office.
2.2 Confirmation of the sampling point and preparatory works
a) The public taps or potences are often locked and accordingly required to be opened by the keepers. In such cases, you are requested to pay for the services.
b) If the intake facility (public tap, potence, home tap, etc.) has not been used for long to supply water, there is a risk of detection of a large number of coliform or other indicators of bacteriological contamination. In this case, it is necessary to confirm the frequency of utilization of the facility and prolong as required the duration of flow before sampling.
c) Normally sampling should be conducted after: - 1 hour of flow for SONEDE connection and GR extension - 8 hours of pumping for deep well
d) Conditions of pumping facility and water tank should be checked. Frequency and condition of utilization should be checked. (to provide a space in the logbook for this purpose)
e) You are requested to pay for the amount of water for sampling in case the water source is an existing system. Water is very precious in the service area.
f) If you do not pay for the consumption, population will not allow enough flow of water before sampling.
g) If nylon hose is connected to the taps ::
i) Principally sampling should be conducted directly from the tap after detaching the hose because there is a risk of bacteriological contamination.
ii) After sampling, do not forget to connect the hose again.
h) In case of sampling from house taps:
i) Identify the most frequently utilized tap and take sample from the tap: iii) There is a risk of contamination due to sediments if sampling is made from less
frequently utilized taps.
2.3 Sampling work
- Polyetylene flask for sampling heavy metals:
a) The flak should be washed in the laboratory. However, it is necessary to wash the flask on site with the water of sampling.
b) To avoid oxidation of sample, put the stopper after filling up the flask with the sample.
c) A seal should be stuck on the flask with indication of date of sampling and ID number of the sampling place.
- Sampling for bacteriological analysis :
a) Sterilize metal tap by flame before sampling for bacteriological analysis
b) Person in charge of sampling should wash hands with running water.
c) The flask should be opened in the running water just before sampling and capped soon after sampling
2.4 Test on site
The on-site test results should be recorded in the recording sheet.
<Measurement of pH/EC>
a) The test should be conducted after washing the sensor of the portable measurement instrument with the sample water.
<Measurement of residual chlorine>
b) The test should be conducted after washing the colorimeter.
<Taste, smell>
c) Do not take foods of strong taste.
d) Do not take food or drinks offered by the population until the test on site has been finished.
e) Carefully rinse the testing cups.
<Turbidity>
a) Carefully distinguish the suspended particles of the sample from air bubbles in the cup.
2.5 Filtration and fixation of sample
Filtration and fixation of samples should be conducted on site in the following procedure for the purpose of analysis of Fe2+ and Fe3+ of samples taken from deep wells:
a) Sample water should be filtered immediately after sampling from the deep wells.
b) An adequate volume of filtrate should be put into a 100 ml flask.
c) A volume of 5 ml of 1, 10-phenanthroline solution (1 g/L)should be added to adjust the pH to about 5.
In cases the power source for filtration device is not made available on sampling site, best effort should be given to secure the power supply from the neighboring public facilities or the population.
A-4
Appendix 3-1(1) Results of Water Analysis For Sub-projects 2005 1/47
ID Number 1Governorate NABEULDelegation MENZEL TEMIMEsubproject RMIL ET FARJOUN
NT 09.14 (1983) OMS Guideline (2004) SONEDE Connection
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
1
Total coliform bacteria CT MPN/100ml - <2 - 0 - <2Thermotolerant coliform CF MPN/100ml - - - - - <2Facal streptococci ST MPN/100ml - - - - - 2E-coli E. Coli MPN/100ml - 0 - - - <2arsenic As µg/l 50 - - 10 - <1.00cadmium Cd mg/l 0.005 - - 0.003 - <0.003cyanide Cn mg/l 0.05 - - 0.07 - <0.010total mercury Hg µg/l 1 - - 1 - <0.91lead Pb µg/l 50 - - 10 - <1.7selenium Se µg/l 10 - - 10 - <1.095antimony Sb µg/l 20 - - 18 - <1.08silver Ag mg/l 0.02 - - - - <0.007barium Ba mg/l － - - 0.7 - <0.0023molybdenum Mo mg/l － - - 0.07 - 0.013cobalt Co mg/l － - - - - <0.004fluoride F mg/l - - 1.5 - 0.49nitrate NO3
- mg NO3/l - 45 50 - <0.5
nitrite NO2- mg NO2/l - - - 3/
0.2 - <0.011
boron B mg/l - - - 0,5 - 0.339nickel Ni mg/l - - - 0,02 - <0.005chromium Cr mg/l - - - 0,05 - <0.050total chlorine Cl- mg/l - - - 5 - 2.2color - TCU - - 50 TCU - 15 TCU uncoloredodour - dilution - - acceptable - - 5taste - dilution - - acceptable - - 5
turbidity - NTU - - 25 NTU - 5 NTU 0.12- - - 25 NTU - 5 NTU
residue on evaporation - mg/l - - 2,500 - - 1,940total dissolved solids TDS mg/l - - - 1,000 >1999Anionic surface active agent - mg ABS/l - - 0.5 - - <0.10mineral oils - mg/l - - 0.3 - - <10phenolic compounds - mg/l - - 0.002 - - <0.025hardness (CaCO3) °f - - 100 - - 77.6calcium Ca mg/l - - 300 - - 177chloride Cl mg/l - - 600 - 250 625copper Cu mg/l - - 1 2 1 <0.011iron Fe mg/l - - 1 - 0.3 <0.057magnesium Mg mg/l - - 150 - - 87.5manganese Mn mg/l - - 0.5 0.4 0.1 <0.080sulfate SO4 mg/l - - 600.0 - 250 505zinc Zn mg/l - - 5 - 3 <0.068aluminum Al mg/l - - - - 0.2 <0.05sodium Na mg/l - - - - 200 384ammonia NH4 mg NH4/l - - - - 1.5 <0.05residual chlorine Cl- mg/l - - - - 0.6-1.0 1.9pH - - 6.5-8.5 - - 8.30Carbonate CO3 mg/l - - - - - 0
°f - - - - - 0Total alkalinity HCO3 mg/l - - - - - 317
°f - - - - - 26Mineral acidity °f - - - - - -Total acidity °f - - - - - -iron bivalent Fe2+ mg/l - - - - - -iron trivalent Fe3+ mg/l - - - - - -Temperature T °C - - - - - 13.7Electrical Conductivity EC mS/m - - - - - 311Potassium K mg/l - - - - - 7.4salinity - ‰ - - - - 1.3LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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Appendix 3-1(2) Results of Water Analysis For Sub-projects 2005 2/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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101NABEULMENZEL TEMIMEBASATINESONEDE Connection
101
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.025
<0.012<0.004
0.716.4
<0.011
0.240<0.005<0.050
0.3uncolored
13
0.24
1,390>1999
<0.10<10
<0.02557.6172
470<0.011<0.057
36<0.080
406<0.068
0.067270
<0.050.3
8.0500
17114
----
15.32255.6
1
Appendix 3-1(3) Results of Water Analysis For Sub-projects 2005 3/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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2NABEULKORBABEN THAMEUR ET BKIRSONEDE Connection
2
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.5211.2
<0.011
0.144<0.005<0.050
1.17uncolored
12
0.21
7121,110
<0.10<10
<0.02533.697.8149
<0.011<0.057
22.4<0.080
225<0.068
<0.05102
<0.051.12
8.4500
12310.1
----
11.11123.80.3
Appendix 3-1(4) Results of Water Analysis For Sub-projects 2005 4/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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3NABEULHAMMAMETBIR BEN ZAHRASONEDE Connection
3
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.5310.5
<0.011
0.131<0.005<0.050
0.98uncolored
12
0.12
7021,120
<0.10<10
<0.02533
97.6152
0.013<0.057
22.8<0.080
226<0.068
<0.05102
<0.050.958.25
00
1169.5
----
14.2112.1
3.80.3
Appendix 3-1(5) Results of Water Analysis For Sub-projects 2005 5/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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4BEJATESTOURMZOUGHA-ZELDOU (1ST)SONEDE Connection
4
<2<2
2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.12.09
<0.011
0.021<0.005<0.050
0.1uncolored
11
1.84
171259
<0.10<10
<0.0258.2
29.222
<0.011<0.057
2.24<0.080
60<0.068
0.2613.0
<0.050.05
9.956
0.5312.5
00--
1526.6
3.30
Appendix 3-1(6) Results of Water Analysis For Sub-projects 2005 6/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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5BEJATESTOURMZOUGHA-ZELDOU (1st&2nd)SONEDE Connection
5
<2<2
2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.013
<0.012<0.004
<0.102.15
<0.011
0.013<0.005<0.050
0.025uncolored
11
0.94
126217
<0.10<10
<0.0258.6
27.320
<0.011<0.057
4.37<0.080
53<0.068
0.07711
<0.050
7.6000
23.41.92
00--
11.622.6
1.60
Appendix 3-1(7) Results of Water Analysis For Sub-projects 2005 7/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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6-1 6-2BEJABEJA NORDKEF DAROUGUI-SFAYASpring Extension GR
6-1 6-2
<2 <2<2 <2
2 2<2 <2
<1.00 <1.00<0.003 <0.003<0.010 <0.010
<0.91 <0.91<1.7 1.8
<1.095 <1.095<1.08 <1.08
<0.007 <0.0070.059 0.033
<0.012 <0.012<0.004 <0.004
0.56 0.7854.6 3.51
<0.011 <0.011
0.026 0.027<0.005 <0.005<0.050 <0.050
- <0.01uncolored uncolored
1 11 3
0.08 0.05
425 318700 557
<0.10 <0.10<10 <10
<0.025 <0.02532.6 26.4108 84.2
52 24.8<0.011 <0.011<0.057 <0.057
13.6 13.1<0.080 <0.080
27 30.5<0.068 0.068
<0.05 0.123 17.4
<0.05 <0.05- -
7.25 7.150 00 0
277 24022.7 19.7
0 -0 -- -- -
19 19.973.4 55.1
0.7 0.4070.1 -
Appendix 3-1(8) Results of Water Analysis For Sub-projects 2005 8/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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7BEJABEJA SUDGASR HDID A BEJA SUDDeep well
7
<2<2
14<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.005
<0.012<0.004
0.4345.8
0.011
0.041<0.005<0.050
-uncolored
11
2.77
441728
<0.10<10
<0.02527.891.4
80<0.011<0.057
12.3<0.080
52<0.068
<0.0543
<0.05-
7.3000
22218.2
00
<0.010<0.057
21.775.1
1.30.1
Appendix 3-1(9) Results of Water Analysis For Sub-projects 2005 9/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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8MEDENINEMEDENINE SUDCITE KRICHIDSONEDE Connection
8
<2<2
2<2
1.72<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.012
<0.012<0.004
1.8315.1
<0.011
0.628<0.005<0.050
0.6uncolored
16
0.21
2,890>1999
<0.10<10
<0.025120
287893
<0.011<0.057
118<0.080
935<0.068
<0.05520
<0.050.6
7.7000
19315.8
----
19.24239.2
-
Appendix 3-1(10) Results of Water Analysis For Sub-projects 2005 10/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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9MEDENINESIDI MAKHLOUFCITE KRIDSONEDE Connection
9
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.008
<0.012<0.004
2.0613.3
<0.011
0.5250.005
<0.0500.05
uncolored13
0.12
1,2401,810
<0.10<10
<0.02553.6107221
<0.011<0.057
65.1<0.080
504<0.068
<0.05220
<0.050.057.90
00
17114
----
16.41868.6
-
Appendix 3-1(11) Results of Water Analysis For Sub-projects 2005 11/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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10MEDENINESIDI MAKHLOUFCITE MARSSONEDE Connection
10
<2<2
13<2
2.32<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.009
<0.012<0.004
2.1414.1
<0.011
0.521<0.005<0.050
0.6uncolored
13
0.52
1,2401,800
<0.10<10
<0.02553.6103205
<0.011<0.057
68<0.080
515<0.068
<0.05205
<0.050.5
7.8000
17114
----
16.2184
9-
Appendix 3-1(12) Results of Water Analysis For Sub-projects 2005 12/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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11SFAXAGAREBGARGOUR-BRAHMA FKAHIASONEDE Connection
11
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.014
<0.012<0.004
0.7813.3
<0.011
0.223<0.005<0.050
0.4uncolored
13
0.21
1,1801,730
<0.10<10
<0.02557.2128
279<0.011<0.057
61.2<0.080
367<0.068
<0.05190
<0.050.3
8.0000
25020.5
----
16.21816.6
-
Appendix 3-1(13) Results of Water Analysis For Sub-projects 2005 13/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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12SOUSSESIDI EL HANIOULED FALEHSONEDE Connection
12
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.5114.1
<0.011
0.132<0.005<0.050
0.1uncolored
11
0.25
6471,020
<0.10<10
<0.02541.6107100
<0.011<0.057
36<0.080
224<0.068
<0.0563
0.070
8.4500
23219
00--
12.51033.60.3
Appendix 3-1(14) Results of Water Analysis For Sub-projects 2005 14/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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13KAIROUANHAJEB EL AYOUNGRAIRIAExtension GR
13
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.55<0.5
<0.011
0.173<0.005<0.050
0.1uncolored
11
5.92
7271,130
<0.10<10
<0.02539.679.4119
<0.0110.38
48.1<0.080
226<0.068
<0.0597
<0.050
7.8500
25621
00--
171135.10.3
Appendix 3-1(15) Results of Water Analysis For Sub-projects 2005 15/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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14KAIROUANNASR ALLAHDOUAR EL BELDIExtension GR
14
<2<2<2<2
<1.00<0.003<0.010
<0.918.1
<1.095<1.08
<0.007<0.0023
0.012<0.004
0.82.83
<0.011
0.253<0.005<0.050
0.2uncolored
11
0.18
6771,110
<0.10<10
<0.02540.2
85124
<0.011<0.057
46.2<0.080
169<0.068
<0.0584
<0.050
8.0000
29223.9
00--
171115.30.3
Appendix 3-1(16) Results of Water Analysis For Sub-projects 2005 16/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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15-1 15-2KAIROUANSHBIKHAROUAOUNADeep well SONEDE Connection
15-1 15-2
<2 <2<2 <2<2 140<2 <2
<1.00 <1.00<0.003 <0.003<0.010 <0.010
<0.91 <0.91<1.7 <1.7
<1.095 <1.095<1.08 <1.08
<0.007 <0.007<0.0023 <0.0023
<0.012 <0.0120.005 <0.004
0.53 0.9317.5 18.5
0.04 <0.011
1.020 0.269<0.005 <0.005<0.050 <0.050
- 0.25uncolored uncolored
1 14 1
2.21 0.08
4,050 1,170>1999 1,600
<0.10 <0.10<10 <10
<0.025 <0.025108 53
208 98.61,570 250
<0.011 <0.0110.204 <0.057
137 69.00.127 <0.080829 275
<0.068 <0.068<0.05 <0.05
1,040 176<0.05 <0.05
- 0.257.90 7.50
0 00 0
284 32123.3 26.3
0 -0 -
0.046 -0.158 -
23.4 16.3649 16911.4 3.703.5 -
Appendix 3-1(17) Results of Water Analysis For Sub-projects 2005 17/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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16KAIROUANBOUHAJLAOULED ABBESSONEDE Connection
16
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.019
<0.012<0.004
0.89.48
<0.011
0.199<0.005<0.050
0uncolored
12
0.13
1,1901,840
<0.10<10
<0.02556.4115
332<0.011<0.057
67.1<0.080
327<0.068
<0.05220
<0.050
8.0000
25621
----
151928.6
-
Appendix 3-1(18) Results of Water Analysis For Sub-projects 2005 18/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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17KAIROUANBOUHAJLAOULED BOUDABOUSExtension GR
17
<2<2<2<2
<1.00<0.003<0.010
<0.912.4
<1.095<1.08
<0.007<0.0023
0.012<0.004
124.6
<0.011
0.522<0.005<0.050
0.01uncolored
13
0.49
1,680>1999
<0.10<10
<0.02568.2131
422<0.011<0.057
86.5<0.080
761<0.068
<0.05374
<0.050.017.65
00
20717
00--
14.528414.8
1.3
Appendix 3-1(19) Results of Water Analysis For Sub-projects 2005 19/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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18MANOUBAMORNAGUIAEL MAAFRINESONEDE Connection
18
<2<2<2<2
<1.00<0.003<0.010
<0.914.1
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.378.27
<0.011
0.112<0.005<0.050
1.132uncolored
12
0.11
535826
<0.10<10
<0.02536.4109
58<0.011<0.057
22.4<0.080
190<0.068
<0.0533
<0.051.061
8.0000
19215.7
00--
14.183.3
1.40.2
Appendix 3-1(20) Results of Water Analysis For Sub-projects 2005 20/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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19-1 19-2MANOUBATEBOURBATIRASSETSONEDE Connection SONEDE Connection
19-1 19-2
<2 <2<2 <2<2 <2<2 <2
<1.00 <1.00<0.003 <0.003<0.010 <0.010
<0.91 <0.91<1.7 2.0
<1.095 <1.095<1.08 <1.08
<0.007 <0.0070.026 <0.0023
<0.012 0.063<0.004 <0.004
0.44 0.2473.7 4.31
0.012 <0.011
0.085 0.031<0.005 <0.005<0.050 <0.050
<0.01 0.3uncolored uncolored
1 12 3
0.10 -
548 206712 349
<0.10 <0.10<10 <10
<0.025 <0.02533.9 12.4110 41.5162 20
<0.011 <0.011<0.057 <0.057
15.6 4.96<0.080 <0.080
54 46<0.068 <0.068
0.061 0.11481 19
<0.05 <0.05- 0.25
7.65 9.000 2.640 0
236 10019.4 8.2
0 -0 -- -- -
15.5 16.8108 341.6 1.810.3 0.0
Appendix 3-1(21) Results of Water Analysis For Sub-projects 2005 21/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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20SILIANAMAKTHARBIR EZZOUZSONEDE Connection
20
<2<2<2<2
<1.00<0.003<0.010
<0.914
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.3768.6
<0.011
0.047<0.005<0.050
0.85uncolored
13
1.80
426757
<0.10<10
<0.02530.8117
490.014
<0.0573.89
<0.08046
0.079<0.05
28<0.05
0.78.45
00
26221.5
----
10.977.710.2
0.1
Appendix 3-1(22) Results of Water Analysis For Sub-projects 2005 22/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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21SILIANASILIANA SUDSFINADeep well
21
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
0.021<0.004
1.061.8
<0.011
<0.005<0.050
-Colored
15
93.50
8691,420
<0.10<10
<0.02520
43.3176
<0.0111.28
22.4<0.080
2170.146
1.42240
0.57-
8.6500
31125.5
00
0.221.0620.7142
40.5
Appendix 3-1(23) Results of Water Analysis For Sub-projects 2005 23/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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22SILIANASILIANA SUD-SILIANA NORDFEJ-ASAKRAExtension GR (Deep well)*
22
<2<2<2
5<1.00
<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.077
<0.012<0.004
0.5714.7
0.028
0.0480.006
<0.050-
uncolored22
16.30
4671,520
<0.10<10
<0.02535
10729
<0.0110.184
20.5<0.080
1010.1480.081
20<0.05
-7.50
00
27522.5
00
<0.010.121
18.872.62.2
-
Appendix 3-1(24) Results of Water Analysis For Sub-projects 2005 24/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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23SILIANABOU ARADAKSAR-OULED BOUHANISONEDE Connection
23
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
0.05<0.004
0.329.16
<0.011
0.088<0.005<0.050
0.45uncolored
14
1.20
314619
<0.10<10
<0.02520.452.9
74<0.011<0.057
17.5<0.080
93<0.068
0.06853
<0.050.05
8.9500
13411
----
12.360.9
2.7<0.1
Appendix 3-1(25) Results of Water Analysis For Sub-projects 2005 25/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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24ARIANASIDI THABETCEBELAT A AMMARSONEDE Connection
24
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.007<0.0023
<0.012<0.004
0.487.46
<0.011
0.115<0.005<0.050
1.068uncolored
13
1.38
585949
<0.10<10
<0.02526.775.8129
<0.011<0.057
19<0.080
178<0.068
0.11785
0.12-
7.8000
110900--
13.594.7
3.30.2
Appendix 3-1(26) Results of Water Analysis For Sub-projects 2005 26/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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25MAHDIAESSOUASSISLAIMIASONEDE Connection
25
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.04
<0.012<0.004
0.5112
<0.011
0.179<0.005<0.050
0.3uncolored
14
0.42
9681,460
<0.10<10
<0.02542.8114241
<0.011<0.057
35<0.080
329<0.068
<0.05154
<0.050.3
8.2000
13911.4
----
151554.5
-
Appendix 3-1(27) Results of Water Analysis For Sub-projects 2005 27/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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26MAHDIAESSOUASSISKHAIBIAExtension GR
26
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.034
<0.012<0.004
0.5311.6
<0.011
0.131<0.005<0.050
0.1uncolored
12
0.18
7141,130
<0.10<10
<0.02534.899.4177
<0.011<0.057
24.3<0.080
248<0.068
<0.05106
<0.050.1
8.3500
12210
----
14.3118
6-
Appendix 3-1(28) Results of Water Analysis For Sub-projects 2005 28/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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27MAHDIASIDI ALOUANEKHIOURSONEDE Connection
27
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.031
<0.0120.004
0.5814.1
<0.011
0.131<0.005<0.050
0.05uncolored
14
0.10
7321,130
<0.10<10
<0.02535.6101
272<0.011<0.057
25.3<0.080
183<0.068
<0.05144
<0.050
8.2000
13711.2
----
15.61144.1
-
Appendix 3-1(29) Results of Water Analysis For Sub-projects 2005 29/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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28MAHDIABOU MERDESRMADHNIASONEDE Connection
28
<2<2
5<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.033
<0.012<0.004
0.5311.1
<0.011
0.153<0.005<0.050
0uncolored
12
1.31
8321,290
<0.10<10
<0.02539.6104192
<0.011<0.057
33.1<0.080
281<0.068
<0.05136
<0.050
8.0000
13711.2
----
131344.5
-
Appendix 3-1(30) Results of Water Analysis For Sub-projects 2005 30/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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29JENDOUBAAIN DRAHAMSOUALHIASONEDE Connection
29
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.014
<0.012<0.004
0.102.13
<0.011
0.025<0.005<0.050
0.25uncolored
12
4.66
180244
<0.10<10
<0.0257.8
28.922
<0.0110.102
<2<0.080
70<0.068
0.85114
<0.050.2
8.45007
0.6----
12.824.9
1.7<0.1
Appendix 3-1(31) Results of Water Analysis For Sub-projects 2005 31/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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30JENDOUBAAIN DRAHAMEL ISLAHSONEDE Connection
30
2<2
2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.013
<0.012<0.004
0.102.17
<0.011
0.031<0.005<0.050
0.1uncolored
12
5.02
168229
<0.10<10
<0.0257.8
24.823
<0.011<0.057
3.89<0.080
66<0.068
0.93513
<0.050.087.80
00
7.10.58
----
12.223.4
1.6<0.1
Appendix 3-1(32) Results of Water Analysis For Sub-projects 2005 32/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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31-1 31-2LE KEFKALAATEZZAGAYASONEDE Connection SONEDE Connection
31-1 31-2
2 <2<2 <2<2 5<2 <2
<1.00 <1.00<0.003 <0.003<0.010 <0.010
<0.91 <0.91<1.7 <1.7
<1.095 <1.095<1.08 <1.08
<0.007 <0.007<0.0023 <0.0023
<0.012 <0.012<0.004 <0.004
0.85 1.1642.3 44.7
<0.011 <0.011
0.206 0.434<0.005 <0.005<0.050 <0.050
0.1 0.15uncolored uncolored
1 11 4
0.80 0.21
1,110 1,6801,690 >1999
<0.10 <0.10<10 <10
<0.025 <0.02560.4 73.2184 167207 342
<0.011 <0.011<0.057 <0.057
35 76.8<0.080 <0.080
311 562<0.068 <0.068
<0.05 <0.05140 275
<0.05 <0.050 0.1
7.70 8.900 00 0
323 30326.5 24.8
0 00 0- -- -
14.2 11.3173 2492.5 60.7 1.1
Appendix 3-1(33) Results of Water Analysis For Sub-projects 2005 33/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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32-1 32-2LE KEFNEBEUROULED GANAExtension GR (Spring) SONNEDE Connection
32-1 32-2
7 <2<2 <2
2 2<2 <2
<1.00 <1.00<0.003 <0.003<0.010 <0.010
<0.91 <0.914.9 <1.7
<1.095 <1.095<1.08 <1.08
<0.007 <0.007<0.0023 <0.0023
<0.012 0.0140.005 <0.004
0.36 1.35153 108
<0.011 <0.011
0.069 0.6320.022 <0.005
<0.050 <0.0500 0.2
uncolored uncolored1 13 3
0.20 0.38
719 1,6101,220 >1999
<0.10 <0.10<10 <10
<0.025 <0.02545.2 69143 134170 353
<0.011 <0.011<0.057 <0.057
23.3 86.5<0.080 <0.080
56 3900.147 0.176
0.1 <0.0580 285
<0.05 <0.050 0.2
8.25 7.450 00 0
220 34118 27.9
0 -0 -- -- -
12.1 14123 2302.7 3.20.4 -
Appendix 3-1(34) Results of Water Analysis For Sub-projects 2005 34/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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33-1 33-2 33-3GAFSASNEDHENCHIR BONCHMELExtension GR Deep well for irrigation Extension GR
33-1 33-2 33-3
<2 <2 <2<2 <2 <2<2 49 <2<2 <2 <2
<1.00 <1.00 <1.00<0.003 <0.003 <0.003<0.010 <0.010 <0.010
<0.91 <0.91 <0.914.4 <1.7 2.10
<1.095 <1.095 <1.095<1.08 <1.08 <1.08
<0.007 <0.007 <0.0070.008 <0.0023 <0.0023
<0.012 <0.012 <0.012<0.004 <0.004 <0.004
2.68 2.55 1.8271.4 48 35.7
<0.011 0.172 <0.011
0.588 0.733 0.418<0.005 <0.005 <0.005<0.050 <0.050 <0.050
0.1 - 0.10uncolored uncolored uncolored
1 1 13 3 3
0.81 0.09 0.81
1,780 1,670 1,5501,020 >1999 >1999
<0.10 <0.10 <0.10<10 <10 <10
<0.025 <0.025 <0.02588.4 136 82168 256 172129 444 207
<0.011 <0.011 <0.0110.065 <0.057 <0.057
113 176 94.8<0.080 <0.080 <0.080
881 1,280 6090.175 <0.068 0.194<0.05 <0.05 <0.05
184 340 171<0.05 <0.05 <0.050.005 - 0.02
8.60 7.45 7.200 0 00 0 0
146 170 19712 14 16.2
- 0 -- 0 -- <0.01 -- <0.057 -
15.7 18.1 20.0224 223 2204.4 4.8 4.35
1 1 1
Appendix 3-1(35) Results of Water Analysis For Sub-projects 2005 35/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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34GAFSAEL GUETAREL AHCHACHNAExtension GR
34
2<2
2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.009
<0.012<0.004
1.4629.1
<0.011
0.330<0.005<0.050
0.08uncolored
13
0.38
2,400>1999
<0.10<10
<0.025138
268177
<0.011<0.057
173<0.080
1,3400.505<0.05
172<0.05
0.058.10
00
15312.5
----
14.12847.51.3
Appendix 3-1(36) Results of Water Analysis For Sub-projects 2005 36/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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35GAFSASNEDOUED ZITOUNExtension GR
35
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.012
<0.012<0.004
0.9211.7
<0.011
0.239<0.005<0.050
0uncolored
12
0.29
9311,370
<0.10<10
<0.02554.4112136
<0.011<0.057
64.2<0.080
382<0.068
<0.05116
<0.050
8.3500
21617.7
----
14.9143
40.5
Appendix 3-1(37) Results of Water Analysis For Sub-projects 2005 37/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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36KASSERINEHAIDRAAIN DEFLADeep well
36
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.033
<0.012<0.004
0.8936.3
<0.011
0.225<0.005<0.050
-uncolored
11
2.98
1,0401,520
<0.10<10
<0.02559.2156170
0.0330.131
49.6<0.080
3280.077<0.05
112<0.05
-8.60
00
30324.8
00
<0.01<0.057
19.71563.50.6
Appendix 3-1(38) Results of Water Analysis For Sub-projects 2005 38/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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37-1 37-2KASSERINEMAJEL BEL ABBESFAKET EL KHADEMDeep well Deep well 2
37-1 37-2
<2 <2<2 <2
5 13<2 <2
<1.00 <1.00<0.003 <0.003<0.010 <0.010
<0.91 <0.91<1.7 <1.7
<1.095 <1.095<1.08 <1.08
<0.007 <0.0070.02 <0.0023
<0.012 <0.012<0.004 <0.004
0.84 0.7612.3 18.2
0.02 0.032
0.220 0.220<0.005 <0.005<0.050 <0.050
0 -uncolored uncolored
1 1- 1
0.50 0.30
696 7591,030 1,120
<0.10 <0.10<10 <10
<0.025 <0.02535.6 35.482.6 85
71 47.7<0.011 <0.011<0.057 <0.057
36.5 34.5<0.080 <0.080
233 322<0.068 <0.068
<0.05 <0.0594 134
<0.05 <0.050 -
7.65 7.450 00 0
244 26420 21.6
0 00 0
0.014 <0.01<0.043 <0.057
20.8 21.1106 1042.5 2.60.3 0.3
Appendix 3-1(39) Results of Water Analysis For Sub-projects 2005 39/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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38-1 38-2 38-3KASSERINEFOUSSANAOULED BARKADeep well Deep well (Bouganem) Extension GR (ZID)
38-1 38-2 38-3
<2 5 <2<2 5 <2<2 <2 <2<2 5 <2
<1.00 <1.00 <1.00<0.003 <0.003 <0.003<0.010 <0.010 <0.010
<0.91 <0.91 <0.914.7 2.0 <1.7
<1.095 <1.095 <1.095<1.08 <1.08 <1.08
<0.007 <0.007 <0.007<0.0023 <0.0023 <0.0023
<0.012 <0.012 <0.012<0.004 <0.004 <0.004
0.88 1.48 0.7950.6 7.19 21.8
<0.011 <0.011 <0.011
0.241 0.253 0.193<0.005 <0.005 <0.005<0.050 <0.050 <0.050
- 0.08 0.15uncolored colored uncolored
1 1 11 5 4
0.83 21.10 0.75
1,240 2,340 8691,760 >1999 1240
<0.10 <0.10 <0.10<10 <10 <10
<0.025 <0.025 <0.02566.4 139 49.6136 388 111161 127 70.6
<0.011 <0.011 <0.0110.17 <0.057 <0.05778.7 102 53.0
<0.080 <0.080 <0.080529 1,230 -<0.068 0.269 <0.068
<0.05 <0.05 <0.05144 151 83.2
<0.05 <0.05 <0.05- 0.05 0.1
8.25 7.80 7.450 0 00 0
209 149 25617.1 12.2 21
0 0 -0 0 -
0.071 0.017 -0.094 <0.040 -
19.2 16.3 19.2178 276 1254.5 11.0 3.800.7 1.3 0.4
Appendix 3-1(40) Results of Water Analysis For Sub-projects 2005 40/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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39KASSERINETHALASIDI SHILDeep well
39
<2<2
5<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.024
<0.012<0.004
0.5127.2
<0.011
0.103<0.005<0.050
-uncolored
11
0.15
579921
<0.10<10
<0.02539.693.8
90<0.011<0.057
39.4<0.080
117<0.068
<0.0548
<0.05-
8.2000
27622.6
00
<0.01<0.057
18.594.2
60.2
Appendix 3-1(41) Results of Water Analysis For Sub-projects 2005 41/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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40SIDI BOUZIDSIDI ALI BEN AOUNMBARKIA (SIDI ALIBEN AOUN)Extension GR
40
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.016
<0.0120.004
0.8227.3
<0.011
0.281<0.005<0.050
0.05uncolored
13
0.22
2,000>1999
<0.10<10
<0.025100
184400
<0.011<0.057
132<0.080
651<0.068
<0.05225
<0.050
8.4500
19516
----
12.12586.11.2
Appendix 3-1(42) Results of Water Analysis For Sub-projects 2005 42/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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41SIDI BOUZIDOULED HAFFOUZOULED NAOUIExtension GR
41
8<2
22<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.047
<0.0120.004
1.1933.1
<0.011
0.384<0.005<0.050
0uncolored
12
0.49
7331200
<0.10<10
<0.02529.256.1184
<0.011<0.057
36.9<0.080
1240.079<0.05
156<0.05
08.00
00
26922
----
21.2124
4-
Appendix 3-1(43) Results of Water Analysis For Sub-projects 2005 43/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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42SIDI BOUZIDMENZEL BOUZAIENEOULED YOUSSEF GALLELExtension GR
42
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.006
<0.012<0.004
0.7617
<0.011
0.487<0.005<0.050
0.15uncolored
15
0.52
2,180>1999
<0.10<10
<0.02596.8183
447<0.011<0.057
124<0.080
9240.154<0.05
340<0.05
0.18.45
00
20116.5
----
14.43158.41.5
Appendix 3-1(44) Results of Water Analysis For Sub-projects 2005 44/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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43MAHDIASIDI ALOUANERQUIATSONNEDE Connection
43
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.0080.030
<0.0040.7616.1
<0.011
0.212<0.005<0.050
1.4uncolored
12
0.22
8551460
<0.10<10
<0.02555
129215
<0.011<0.057
55.4<0.080
363<0.068
<0.05136
<0.051.3
8.2000
20116.5
----
15.9153
5.201.2
Appendix 3-1(45) Results of Water Analysis For Sub-projects 2005 45/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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44-1 44-2SIDI BOUZIDCEBELET OULED ASKAROUAMRIA-ABABSIAExtension GR Extension GR
44-1 44-2
<2 <2<2 <2
5 <2<2 <2
<1.00 <1.00<0.003 <0.003<0.010 <0.010
<0.91 <0.91<1.7 <1.7
<1.095 <1.095<1.08 <1.08
<0.007 <0.0070.005 <0.0023
<0.012 <0.012<0.004 <0.004
2.37 2.2519.4 17.2
<0.011 <0.011
1.015 1.020<0.005 <0.005<0.050 <0.050
0.08 0.1uncolored uncolored
1 13 5
0.34 0.30
2,290 2,020>1999 >1999
<0.10 <0.10<10 <10
<0.025 <0.02590.2 91.4160 169
269 283<0.011 <0.011<0.057 <0.057
122 120<0.080 <0.080
911 9930.121 0.089<0.05 <0.05
290 321<0.05 <0.05
0.05 0.057.70 7.60
0 00 0
226 22118.5 18.1
- -- -- -- -
15 18.5266 2795.3 5.031.2 1.3
Appendix 3-1(46) Results of Water Analysis For Sub-projects 2005 46/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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45SIDI BOUZIDREGUEBGOULEBExtension GR
45
<2<2
4<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.008
<0.0120.004
3.0925.7
<0.011
1.015<0.005<0.050
0.05uncolored
14
0.14
1,880>1999
<0.10<10
<0.02575.6131
382<0.011<0.057
104<0.080
753<0.068
<0.05335
<0.050
8.0500
22618.5
----
15.72745.11.3
Appendix 3-1(47) Results of Water Analysis For Sub-projects 2005 47/47
ID NumberGovernorateDelegationsubproject
NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0,5 -nickel Ni mg/l - - - 0,02 -chromium Cr mg/l - - - 0,05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - 25 NTU - 5 NTUresidue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH - - 6.5-8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -LEGENDE10 (Bold+Underline) Exceed criteria values of NT 09.1410 (underline) Exceed criteria values of WHO
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46SIDI BOUZIDMEZZOUNAGHRIST ESTSONEDE Connection
46
<2<2<2<2
<1.00<0.003<0.010
<0.91<1.7
<1.095<1.08
<0.0070.008
<0.012<0.004
2.2635.2
<0.011
0.543<0.005<0.050
0.25uncolored
13
0.14
1,870>1999
<0.10<10
<0.025104
205336
<0.011<0.057
127<0.080
797<0.068
<0.05186
<0.050.2
8.2000
18315
----
15.02585.81.2
Appendix 3-2 (1) Results of Water Analysis for Sub-projects 2006 1/47
ID Number 1Governorate ARIANADelegation EL MNIHLAsubproject EL ACHICH
Date 07/07/2004 NT 09.14 (1983) OMS Guideline (2004) SONEDE CONNECTION
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
1
Total coliform bacteria CT MPN/100ml - <2 - 0 - <2Thermotolerant coliform CF MPN/100ml - - - - - <2Facal streptococci ST MPN/100ml - - - - - <2E-coli E. Coli MPN/100ml - 0 - - - <2arsenic As µg/l 50 - - 10 - <1.0cadmium Cd mg/l 0.005 - - 0.003 - <0.003cyanide Cn mg/l 0.05 - - 0.07 - <0.010total mercury Hg µg/l 1 - - 1 - <0.915lead Pb µg/l 50 - - 10 - <1.7selenium Se µg/l 10 - - 10 - <1.095antimony Sb µg/l 20 - - 18 - <1.08silver Ag mg/l 0.02 - - - - <0.007barium Ba mg/l － - - 0.7 - <0.0023molybdenum Mo mg/l － - - 0.07 - <0.012cobalt Co mg/l － - - - - <0.004fluoride F mg/l - - 1.5 - 0.53nitrate NO3
- mg NO3/l - 45 50 - 12.4
nitrite NO2- mg NO2/l - - - 3/
0.2 - <0.011
boron B mg/l - - - 0.5 - 0.057nickel Ni mg/l - - - 0.02 - <0.005chromium Cr mg/l - - - 0.05 - <0.05total chlorine Cl- mg/l - - - 5 - 0.7color - TCU - - 50 TCU - 15 TCU uncoloredodour - dilution - - acceptable - - 1
- - - - - -taste - dilution - - acceptable - - 2turbidity - NTU - - 25 NTU - 5 NTU 0.65
- - - - - - non turbideresidue on evaporation - mg/l - - 2,500 - - 913total dissolved solids TDS mg/l - - - - 1,000 1,500Anionic surface active agent - mg ABS/l - - 0.5 - - <0.10mineral oils - mg/l - - 0.3 - - <10phenolic compounds - mg/l - - 0.002 - - <0.025hardness (CaCO3) °f - - 100 - - 39.8calcium Ca mg/l - - 300 - - 131chloride Cl mg/l - - 600 - 250 215copper Cu mg/l - - 1 2 1 <0.011iron Fe mg/l - - 1 - 0.3 <0.057magnesium Mg mg/l - - 150 - - 31.0manganese Mn mg/l - - 0.5 0.4 0.1 <0.080sulfate SO4 mg/l - - 600.0 - 250 287zinc Zn mg/l - - 5 - 3 <0.068aluminum Al mg/l - - - - 0.2 0.076sodium Na mg/l - - - - 200 168ammonia NH4 mg NH4/l - - - - 1.5 <0.05residual chlorine Cl- mg/l - - - - 0.6-1.0 0.6pH pH - - - 6.5 - 8.5 - - 7.90Carbonate CO3 mg/l - - - - - 0
°f - - - - - 0Total alkalinity HCO3 mg/l - - - - - 133
°f - - - - - 10.9Mineral acidity °f - - - - - -Total acidity °f - - - - - -iron bivalent Fe2+ mg/l - - - - - -iron trivalent Fe3+ mg/l - - - - - -Temperature T °C - - - - - 25.0Electrical Conductivity EC mS/m - - - - - 145Potassium K mg/l - - - - - 3.91salinity - ‰ - - - - 0.5
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
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Appendix 3-2 (2) Results of Water Analysis for Sub-projects 2006 2/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
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2MANOUBAMORNAGUIASIDI ACHOUR06/07/2004SONEDE CONNECTION
2
3322
<2<1.0
<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
0.234.36
<0.011
<0.002<0.005<0.05
0.15uncolored
1-1
1.89non turbbide
185328
<0.10<10
<0.02511.641.524.2
0.016<0.057
6.19<0.080
43.2<0.068
0.11317.1
<0.050.087.35
00
856.9
----
21.620
1.79<0.1
Appendix 3-2 (3) Results of Water Analysis for Sub-projects 2006 3/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
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3NABEULMENZEL BOUZELFABOULAHOUADH25/06/2004SONEDE CONNECTION
3
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.0070.025
<0.012<0.004
0.5717.0
<0.011
0.0580.005<0.05
0.6uncolored
1javel
13.42
non turbide1,040
1,650<0.10
<10<0.025
45.2136
268<0.011
0.06634.1
<0.080305
<0.0680.138
186<0.05
0.57.80
00
13511.1
----
26.715
4.51-
Appendix 3-2 (4) Results of Water Analysis for Sub-projects 2006 4/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
4-1NABEULKORBATASSELMINE ET SOUASSI25/06/2004EXTENSION GR
4-1
110<2
4<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
0.93<0.5
<0.011
0.106<0.005<0.05
0uncolored
1salée
14.88
turbide1,320
>2000<0.10
<10<0.025
65.0178
371<0.011
0.37161.6
<0.080266
<0.068<0.05
2290.12
07.20
00
37831.0
----
25.62135.76
-
Appendix 3-2 (5) Results of Water Analysis for Sub-projects 2006 5/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
4-2NABEULKORBATASSELMINE ET SOUASSI15/09/2004SONEDE CONNECTION
4-2
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.0070.0480.013
<0.0040.52
12
<0.011
0.044<0.005<0.05
0.5uncolored
1-3
0.32non turbide
8891,360
<0.10<10
<0.02539.8111220
<0.011<0.057
27.5<0.080
276<0.068<0.05
139<0.05
0.38.00
00
12410.2
----
30.71413.990.5
Appendix 3-2 (6) Results of Water Analysis for Sub-projects 2006 6/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
5BEJANEFZAAIN DAM-NEFZA23/06/2004SONEDE CONNECTION
5
<2<2<2<2
<1.0<0.003<0.010<0.915
1.9<1.095<1.08
<0.0070.107
<0.012<0.004
0.325.07
<0.011
<0.002<0.005<0.05
0.5uncolored
1-3
0.29non turbide
492858
<0.10<10
<0.02528.0102149
<0.011<0.057
9.53<0.080
45.4<0.068<0.05
69.50.080.5
7.5500
12410.2
----
30.71413.990.5
Appendix 3-2 (7) Results of Water Analysis for Sub-projects 2006 7/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
6BEJABEJA NORDAIN SOLTANE23/06/2004SPRING
6
130130110
130<1.0
<0.003<0.010<0.915
<1.7<1.095<1.08
<0.0070.05
<0.012<0.004
0.1916.5
<0.011
<0.0020.006<0.05
-uncolored
1-1
0.35non turbide
305532
<0.10<10
0.03124.695.427.8
<0.011<0.057
5.11<0.080
14.1<0.068<0.05
15.1<0.05
-7.35
00
24119.8
----
18.853
1.08<0.1
Appendix 3-2 (8) Results of Water Analysis for Sub-projects 2006 8/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
10LE KEFEL KSOUREL ARGOUB-ERRHAMNA26/01/2005DEEP WELL
10
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.0420.053
<0.0040.43
64.5
<0.011
0.159<0.005<0.05
-uncolored
1--
1.64non turbide
7091,160
<0.10<10
<0.02541.4116151
<0.011<0.057
22.1<0.080
170<0.068
<0.0577
0.07-
7.4000
24820.3
00.78
<0.01<0.057
15.41130.40.3
Appendix 3-2 (9) Results of Water Analysis for Sub-projects 2006 9/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
11-1SILIANAMAKTHARAGBA24/06/2004Spring
11-1
2217114
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
0.1416.6
<0.011
<0.002<0.005<0.050
-uncolored
1-1
0.05non turbide
365591
<0.10<10
<0.02527.110828.2
<0.011<0.057
5.03<0.080
30.9<0.068<0.05
14.4<0.05
-7.50
00
25020.5
----
16.058.40.7
-
Appendix 3-2 (10) Results of Water Analysis for Sub-projects 2006 10/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
11-1SIRIANAMAKTHARAGBA24/02/2005SPRING
11-1
11
<11
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.014
<0.012<0.004
0.424.8
<0.011
0.012<0.005<0.05
-uncolored
1--
0.54non turbbide
367581
<0.10<10
<0.02529
10633.7
<0.011<0.057
4.95<0.080
36.7<0.068
<0.0515.5
<0.06-
7.5500
27122.2
00.4
<0.01<0.057
14.658
0.140
Appendix 3-2 (11) Results of Water Analysis for Sub-projects 2006 11/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
11-2SILIANAMAKTHARAGBA24/06/2004SONEDE CONNECTION
11-2
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
0.3043.4
<0.011
<0.002<0.005<0.050
0.3uncolored
1-3
0.33non turbide
531879
<0.10<10
<0.02534.212272.2
0.019<0.057
13.7<0.080
79.2<0.068<0.05
43.7<0.05
0.37.60
00
26221.5
----
19.387.27.49
-
Appendix 3-2 (12) Results of Water Analysis for Sub-projects 2006 12/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
12SILIANAER-ROUHIAGHANGUET ZGALASS08/07/2004EXTENSION GR
12
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
1.27<0.50
<0.011
0.168<0.005<0.050
0uncolored
1-3
0.46non turbide
1,2901,960
<0.10<10
<0.02537.085.0184
<0.011<0.057
34.4<0.080
5420.194<0.05
320<0.05
07.45
00
22718.6
----
18.81979.960.8
Appendix 3-2 (13) Results of Water Analysis for Sub-projects 2006 13/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
13SILIANAMAKTHARNSIRAT08/07/2004SONEDE CONNECTION
13
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
0.4134.2
<0.011
<0.002<0.005<0.050
0.5uncolored
1-3
0.44non turbide
523859
<0.10<10
<0.02534.012669.8
0.024<0.057
13.5<0.080
84.6<0.068<0.05
41.8<0.05
0.47.75
00
25120.6
----
24.685.45.370.2
Appendix 3-2 (14) Results of Water Analysis for Sub-projects 2006 14/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
14SILIANAER-ROUHIASIDI DAHER02/07/2004EXTENSION GR
14
8<2
4<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
1.1410.2
<0.011
0.299<0.005<0.050
0uncolored
1-2
0.30non turbide
2,320>2000
<0.10<10
<0.025127
238208
<0.011<0.057
139<0.080
1,1500.145<0.05
222<0.05
07.45
00
26922.0
----
24.92863.381.4
Appendix 3-2 (15) Results of Water Analysis for Sub-projects 2006 15/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
15KAIROUANEL OUESLATIAGHANZOUR08/03/2005DEEP WELL
15
13515
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.0160.039
<0.0040.844.27
0.016
0.114<0.005<0.05
-Colored
---
19.70turbbide
7061,050
0.11<10
0.21637.015492
<0.011<0.057
23<0.080
295.0<0.068<0.05
82.0<0.06
-7.35
00
23419.2
00.9
<0.01<0.057
201002.680.3
Appendix 3-2 (16) Results of Water Analysis for Sub-projects 2006 16/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
16-1KAIROUANEL OUESLATIAGOUAAD22/02/2005DEEP WELL
16-1
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.043
<0.012<0.004
0.7552.2
<0.011
0.5370.005<0.05
-uncolored
1--
5.05non turbbide
1,3201,730
<0.10<10
0.05462
169111.0
<0.0110.279
47<0.080
235.0<0.068
<0.05169.00.29
-9
00
39432.3
00.88
0.0150.10820.31812.030.7
Appendix 3-2 (17) Results of Water Analysis for Sub-projects 2006 17/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
16-2KAIROUANEL OUESLATIAGOUAAD08/03/2005EXTENSION GR
16-2
1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.02
<0.012<0.004
0.336.04
<0.011
0.019<0.005<0.050
0uncolored
2-1
0.16non turbide
326582
<0.10<10
<0.02532.0
106.037
<0.011<0.057
5.72<0.080
27<0.068<0.05
18<0.06
07.5
00
28623.4
----
12.255
0.940
Appendix 3-2 (18) Results of Water Analysis for Sub-projects 2006 18/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
19KASSERINEFOUSSANABNANA / OULED BENAJEH
01/07/2004DEEP WELL
19
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
0.3112.7
<0.011
<0.002<0.005<0.050
-uncolored
1-1
0.44 turbide
335569
<0.10<10
<0.02522.879.340.1
<0.011<0.057
12.9<0.080
44.0<0.068<0.05
26.7<0.05
-7.65
00
20616.9
01.10
<0.010<0.057
18.856.81.88<0.1
Appendix 3-2 (19) Results of Water Analysis for Sub-projects 2006 19/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
20KASSERINEHAIDRAMKIMEN06/04/2005DEEP WELL
20
24<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.024
<0.012<0.004
1.286.7
0.397
0.563<0.005<0.05
-uncolored
1--
3.72turbide
1,680954
<0.10<10
<0.02564.5151
374.0<0.011<0.057
66.2<0.080
289.0<0.068
<0.05231.0
0.56-
7.2500
293240
0.98<0.010<0.057
21.22206.27
1
Appendix 3-2 (20) Results of Water Analysis for Sub-projects 2006 20/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
21SIDI BOUZIDJELMAAIN JAFFEL07/02/2005DEEP WELL
21
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
0.94<0.5
<0.011
0.178<0.005<0.05
-uncolored
1--
1.46non turbide
628979
<0.10<10
<0.0253061
111.0<0.011
0.12223.2
<0.080233.0
<0.068<0.05130.00.22
-7.75
00
19115.7
01.02
<0.0100.0623.4
963.970.2
Appendix 3-2 (21) Results of Water Analysis for Sub-projects 2006 21/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
26SIDI BOUZIDBIR EL HAFEYSOUASSIA02/02/2005DEEP WELL
26
1<1
1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
1.69.7
<0.011
0.775<0.005<0.05
-uncolored
1--
4.88turbide
3,600>2000
<0.10<10
0.029182498544
<0.0110.132
210<0.080
2,020<0.068
<0.05410
<0.06-
7.0500
27222.3
00.98
<0.010<0.057
22.24169.992.1
Appendix 3-2 (22) Results of Water Analysis for Sub-projects 2006 22/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
27SIDI BOUZIDSIDI BOUZID ESTGARD HADID07/02/2005DEEP WELL
27
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
0.626.62
<0.011
0.194<0.005<0.05
-uncolored
1--
0.29non turbide
7231,110
<0.10<10
0.02739.0
87150
<0.011<0.057
46.4<0.080
236<0.068<0.05
84<0.06
-7.20
00
23719.4
00.98
<0.010<0.057
22.61089.820.3
Appendix 3-2 (23) Results of Water Analysis for Sub-projects 2006 23/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
28SOUSSEBOUFICHACHRAIFIA05\07\2004EXTENSION GR
28
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
1.1428.5
<0.011
0.493<0.005<0.050
0.8uncolored
1-5
0.15non turbide
1,240>2000
<0.10<10
<0.02540.493.1
4240.013
<0.05747.8
<0.080132
0.171<0.05
343<0.05
0.87.45
00
38131.2
----
26.92205.85
1
Appendix 3-2 (24) Results of Water Analysis for Sub-projects 2006 24/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
31GAFSAMDHILAENJAIMIA01/07/2004SONEDE CONNECTION
31
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
1.113.00
<0.011
0.234<0.005<0.050
1.1uncolored
1-2
0.12non turide
1,800>2000
<0.10<10
<0.02598.4254
301<0.011<0.057
116<0.080
845<0.068<0.05
174<0.05
0.87.80
00
20316.6
----
27.824310.31.1
Appendix 3-2 (25) Results of Water Analysis for Sub-projects 2006 25/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
32MEDENINEBENI KHEDECHECITE CHAABAT EL MAAREK29/06/2004SONEDE CONNECTION
32
7<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
2.3222.2
<0.011
0.3960.006
<0.0500.1
uncolored1-2
0.45non turbide
7991,280
<0.10<10
<0.02536.073.5101
<0.011<0.057
45.6<0.080
313<0.068<0.05
156<0.05
0.17.85
00
20616.9
----
33.61288.120.4
Appendix 3-2 (26) Results of Water Analysis for Sub-projects 2006 26/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
33MEDENINESIDI MAKHLOUFHLALMA ET OUDHANA29/06/2004SONEDE CONNECTION
33
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012
0.0041.93
9.59
0.135
0.430<0.005<0.050
0.1uncolored
1-2
0.24non turbide
1,2201,850
<0.10<10
<0.02549.4105195
<0.0110.06359.6
<0.080516
0.607<0.05
242<0.05
0.17.80
00
20116.5
----
28.31868.140.8
Appendix 3-2 (27) Results of Water Analysis for Sub-projects 2006 27/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
34MEDENINESIDI MAKHLOUFTOGUI ET RAHHAL29/06/2004SONEDE CONNECTION
34
7<2<2<2
1.04<0.003<0.010<0.915
<1.7<1.095<1.08
<0.007<0.0023<0.012<0.004
1.9112.2
<0.011
0.413<0.005<0.050
0.4uncolored
1-3
0.26peu turbide
1,3201,980
<0.10<10
<0.02556.8136226
<0.011<0.057
64.7<0.080
5350.086<0.05
240<0.05
0.47.70
00
21417.5
----
30.61988.580.9
Appendix 3-2 (28) Results of Water Analysis for Sub-projects 2006 28/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
35KASSERINESBIBACHAAIBIA28/01/2005DEEP WELL
35
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.0470.039
<0.0041.3820.6
0.011
0.333<0.005<0.05
-uncolored
1--
0.60non turbide
487779
<0.10<10
<0.02526.6
6783
<0.011<0.057
33.6<0.080
93.1<0.068<0.05
59.6<0.06
-7.55
00
23319.1
00.79
<0.010<0.057
18.178.42.590.1
Appendix 3-2 (29) Results of Water Analysis for Sub-projects 2006 29/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
36KASSERINESBIBAOUED LAHTAB31/01/2005DEEP WELL
36
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003
0.015<0.004
1.67.97
<0.011
0.161<0.005<0.050
-uncolored
1--
1.29non turbide
6881,150
<0.10<10
0.0334
58.5143.0
<0.0110.06
53<0.080
202.0<0.068<0.05144.0<0.06
-7.55
00
29724.3
01.22
<0.010<0.057
19.91133.150.3
Appendix 3-2 (30) Results of Water Analysis for Sub-projects 2006 30/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
37JENDOUBAJENDOUBA NORDEL FRACHICH24/01/2005DEEP WELL
37
1<1<1<1
28.7<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.082
<0.012<0.004
0.1670.6
<0.011
0.051<0.005<0.050
-uncolored
1--
4.29non turbide
9521,440
0.1<10
<0.02547
152284.0
<0.011<0.057
25.6<0.080
71.7<0.068<0.05110.0<0.06
-7.10
00
30424.9
01.42
<0.010<0.057
21.51441.370.5
Appendix 3-2 (31) Results of Water Analysis for Sub-projects 2006 31/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
38BEJANEFZAGMARA17/01/2005SONEDO CONNECTION
38
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.119
<0.012<0.004
0.384.38
<0.011
0.068<0.005<0.050
0.5uncolored
1-1
0.62non turbide
567902
<0.10<10
0.04731.2132
121.0<0.011<0.057
9.93<0.080
48.90.089<0.05
59.6<0.06
0.57.20
00
31425.7
----
8.388.91.15
0
Appendix 3-2 (32) Results of Water Analysis for Sub-projects 2006 32/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
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eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
39LE KEFKALAAT KHSBAFORNA26/01/2005SONEDE CONNECTION
39
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.0220.039
<0.0040.4832.1
<0.011
0.129<0.005<0.050
0uncolored
1-1
1.50non turbide
6231,000<0.1<10
0.03341.480.895.0
<0.0110.07336.8
<0.080161.0
<0.068<0.05
48.0<0.06
07.75
00
26221.5
----
6.997.10.810.2
Appendix 3-2 (33) Results of Water Analysis for Sub-projects 2006 33/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
40LE KEFNEBEUREL OUENA24/01/2005EXTENSION GR
40
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.066
<0.012<0.004
0.2125
<0.011
0.091<0.005<0.050
0.4uncolored
1-1
2.47non turbide
4798370.1
<10<0.025
28.891.3128
<0.011<0.057
11.5<0.080
75<0.068<0.05
55<0.06
0.27.9
00
20416.7
----
12.383.52.660.2
Appendix 3-2 (34) Results of Water Analysis for Sub-projects 2006 34/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
41BIZERTEBIZERTE SUDETRAMIS-EDMIN18/01/2005DEEP WELL
41
1<1
7<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.072
<0.012<0.004
0.286.34
<0.011
0.131<0.005<0.050
-uncolored
1--
0.70non turbide
1,0901,900
0.1<10
0.0454.063.6
588.0<0.011<0.057
250.08151.0
<0.068<0.05
302.00.07
-6.9
00
14511.9
00.78
<0.010<0.057
191863.970.8
Appendix 3-2 (35) Results of Water Analysis for Sub-projects 2006 35/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
42BIZERTEGHAZALAEL KALBOUSSI19/01/2005DEEP WELL
42
35<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.041
<0.012<0.004
0.3627.3
<0.011
0.039<0.005<0.050
-uncolored
1--
11.60non turbide
364675
<0.10<10
<0.02531.294.7
75<0.011<0.057
4.67<0.080
27<0.068<0.05
32<0.06
-7.3
00
24520.1
00.92
<0.010<0.057
16.267.50.430.1
Appendix 3-2 (36) Results of Water Analysis for Sub-projects 2006 36/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
43BIZERTEGHAR EL MELEHSIDI HASSEN19/01/2005SONEDE CONNECTION
43
1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.0070.059
<0.012<0.004
0.420.2
<0.011
0.227<0.005<0.050
0.04uncolored
1-2
0.94non turbide
9241,400
0.1<10
0.04638
124288.0
<0.011<0.057
22.8<0.080
157.0<0.068<0.05130.0<0.06
0.027.9
00
22018
----
15.41413.960.5
Appendix 3-2 (37) Results of Water Analysis for Sub-projects 2006 37/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
44KAIROUANHADJEBKHOUALDIA13/02/2005EXTENSION GR
44
<1<1
3<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
0.7<0.5
<0.011
0.202<0.005<0.050
0uncolored
1-1
0.29non turbide
1,2101,830
0.11<10
<0.02550.7121
337<0.011<0.057
64.6<0.080
393<0.068<0.05
216<0.06
07.5
00
25020.5
----
12.11879.080.8
Appendix 3-2 (38) Results of Water Analysis for Sub-projects 2006 38/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
45KAIROUANNASRALLAHHSAINIA09/02/2005EXTENSION GR
45
1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
0.681.19
<0.011
0.244<0.005<0.050
0uncolored
1-1
0.61non turide
7231,090
0.12<10
0.07860
89.2143
<0.011<0.057
49.4<0.080
206<0.068<0.05
98<0.06
07.80
00
22118.1
----
15.81054.670.3
Appendix 3-2 (39) Results of Water Analysis for Sub-projects 2006 39/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
46SIDI BOUZIDREGUEBSLATNIA07/02/2005EXTENSION GR
46
<2<2<2<2
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
0.6526.9
<0.011
0.533<0.005<0.050
0uncolored
1-1
1.02non turbide
2,250>2000
<0.10<10
0.067190.0
192749
<0.0110.084
140<0.080
642<0.068<0.05
287<0.06
07.75
00
14812.1
01.02
--
10.42958.691.4
Appendix 3-2 (40) Results of Water Analysis for Sub-projects 2006 40/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
47SIDI BOUZIDJELMAOULED MOUSSA02/02/2005EXTENSION GR
47
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
0.55<0.5
<0.011
0.115<0.005<0.050
-uncolored
1--
0.70non turbide
484810
<0.10<10
0.04229.867.4
82<0.011
0.07825.2
<0.080168
<0.068<0.05
89<0.06
-7.65
00
22618.5
----
26.779
3.520.2
Appendix 3-2 (41) Results of Water Analysis for Sub-projects 2006 41/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
48SILIANASIDIBOUROUISNFOUTA24/02/2005SONEDE CONNECTION
48
<1<1<1<1
<1.0<0.003<0.010<0.91
2.5<1.095<1.00
<0.0070.059
<0.012<0.004
0.41127
<0.011
0.157<0.005<0.050
0uncolored
1-3
0.72non turbide
8941,380
<0.10<10
<0.02547.5155173
<0.011<0.057
23.7<0.080
90<0.068<0.05
126<0.06
07.30
00
40333.1
03.6
--
16.21422.830.5
Appendix 3-2 (42) Results of Water Analysis for Sub-projects 2006 42/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
49KASSERINEFOUSSANAOULED MASSAOUD RIZG23/02/2005DEEP WELL
49
<1<1<1<1
<1.0<0.003<0.010<0.91
1.9<1.095<1.00
<0.0070.012
<0.012<0.004
0.658.15
<0.011
0.197<0.005<0.050
-uncolored
1--
5.83non turbide
1,2301,550
<0.10<10
<0.02568
155114
<0.0110.24776.4
<0.080505
<0.0680.164
72<0.06
-7.29
00
29624.3
02.5
<100.24719.21554.060.6
Appendix 3-2 (43) Results of Water Analysis for Sub-projects 2006 43/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
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aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
50KAIROUAN HAFFOUZZFRATHIA25/02/2005EXTENSION GR
50
<1<1<1<1
<1.0<0.003<0.010<0.91<1.7
<1.095<1.00
<0.0070.125
<0.012<0.004
0.8676.6
<0.011
0.222<0.005<0.050
0.2uncolored
1-4
0.12non turbide
535880
<0.10<10
<0.02531.549.5121
<0.011<0.057
27.4<0.080
43<0.068<0.05
82<0.06
0.17.65
00
24820.3
----
20.688
1.540.2
Appendix 3-2 (44) Results of Water Analysis for Sub-projects 2006 44/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
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aram
eter
sTo
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Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
51GAFSAGAFSA NORDSMAIDIA09/03/2005DEEP WELL
51
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
1.0712.19
<0.011
0.253<0.005<0.05
-uncolored
1--
0.83non turbide
9541,400
<0.10<10
0.04240.4100138
<0.0110.08545.1
<0.080406.0
<0.068<0.05143.0<0.06
-7.3
00
24920.4
01.4
<0.010.08521.41382.250.5
Appendix 3-2 (45) Results of Water Analysis for Sub-projects 2006 45/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
Pote
ntia
l Haz
ard
to P
ublic
Hea
lth
Pote
ntia
lly A
ffec
ting
Wat
erSu
pply
Fac
ilitie
sA
ccep
tabl
ity to
Con
sum
ers
Oth
erSu
ppor
ting
Para
met
ers
No
Dire
ct C
onse
quen
se to
Hea
lth
Bact
erio
logi
cal P
aram
eter
sTo
xic
Chem
ical
sH
ealth
Con
cern
ing
Chem
ical
s
52KAIROUANEL ALAAMAAMRIA08/03/2005EXTENSION GR
52
<1<1<1<1
<1.0<0.003<0.010<0.915
<1.7<1.095<1.00
<0.007<0.003<0.012<0.004
0.9333.4
<0.011
0.015<0.005<0.05
0uncolored
1-1
0.31non turbide
507868
<0.10<10
<0.02535.483.3125
<0.011<0.057
23.3<0.080
123.0<0.068<0.05
63.0<0.06
07.9
00
19916.3
----
9.783
3.050.2
Appendix 3-2 (46) Results of Water Analysis for Sub-projects 2006 46/47
ID NumberGovernorateDelegationsubproject
Date NT 09.14 (1983) OMS Guideline (2004)
Category Parameters abb. UnitCriteria ofDrinking-
Water
Criteria forHealth
Concerning
Criteria ofAcceptablityfor domestic
use
Criteria ofHealth
Concerning
Criteria ofAcceptabilityto Consumers
Total coliform bacteria CT MPN/100ml - <2 - 0 -Thermotolerant coliform CF MPN/100ml - - - - -Facal streptococci ST MPN/100ml - - - - -E-coli E. Coli MPN/100ml - 0 - - -arsenic As µg/l 50 - - 10 -cadmium Cd mg/l 0.005 - - 0.003 -cyanide Cn mg/l 0.05 - - 0.07 -total mercury Hg µg/l 1 - - 1 -lead Pb µg/l 50 - - 10 -selenium Se µg/l 10 - - 10 -antimony Sb µg/l 20 - - 18 -silver Ag mg/l 0.02 - - - -barium Ba mg/l － - - 0.7 -molybdenum Mo mg/l － - - 0.07 -cobalt Co mg/l － - - - -fluoride F mg/l - - 1.5 -nitrate NO3
- mg NO3/l - 45 50 -
nitrite NO2- mg NO2/l - - - 3/
0.2 -
boron B mg/l - - - 0.5 -nickel Ni mg/l - - - 0.02 -chromium Cr mg/l - - - 0.05 -total chlorine Cl- mg/l - - - 5 -color - TCU - - 50 TCU - 15 TCUodour - dilution - - acceptable - -
- - - - -taste - dilution - - acceptable - -turbidity - NTU - - 25 NTU - 5 NTU
- - - - - -residue on evaporation - mg/l - - 2,500 - -total dissolved solids TDS mg/l - - - - 1,000Anionic surface active agent - mg ABS/l - - 0.5 - -mineral oils - mg/l - - 0.3 - -phenolic compounds - mg/l - - 0.002 - -hardness (CaCO3) °f - - 100 - -calcium Ca mg/l - - 300 - -chloride Cl mg/l - - 600 - 250copper Cu mg/l - - 1 2 1iron Fe mg/l - - 1 - 0.3magnesium Mg mg/l - - 150 - -manganese Mn mg/l - - 0.5 0.4 0.1sulfate SO4 mg/l - - 600.0 - 250zinc Zn mg/l - - 5 - 3aluminum Al mg/l - - - - 0.2sodium Na mg/l - - - - 200ammonia NH4 mg NH4/l - - - - 1.5residual chlorine Cl- mg/l - - - - 0.6-1.0pH pH - - - 6.5 - 8.5 - -Carbonate CO3 mg/l - - - - -
°f - - - - -Total alkalinity HCO3 mg/l - - - - -
°f - - - - -Mineral acidity °f - - - - -Total acidity °f - - - - -iron bivalent Fe2+ mg/l - - - - -iron trivalent Fe3+ mg/l - - - - -Temperature T °C - - - - -Electrical Conductivity EC mS/m - - - - -Potassium K mg/l - - - - -salinity - ‰ - - - -
LEGEND10 (Bold+Underline) Exceed criteria values of NT 09.1410 (Underline) Exceed criteria values of WHO
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53LE KEFJRISSA ET KHEOBAESBIAAT, EL ARGOUB ET SOUALHIA
10/03/2005DEEP WELL
53
1<1<1<1
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Appendix 4 Characteristics of Water Quality Analysis Parameters
abb. CharacteristicTotal coliform bacteria CT Indicator of bacteriological contamination. It must not be detected in the disinfected water.Thermotolerant coliform CF Indicator of faecal contamination. It must not be detected in the disinfected waterFaecal streptococci ST Indicator of faecal contamination. It must not be detected in the disinfected waterE-coli E. Coli Indicator of faecal contamination. It must not be detected in the disinfected water
arsenic As Consumption of elevated levels of arsenic through drinking water is causally related to thedevelopment of cancer, particularly skin, bladder and lung.
cadmium Cd Cadmium accumulates primafily in the kidneys and has a long biological half-life in humans. It iscarcinogenic.
cyanide Cn Effect on the thyroid and particularly the nervous system.total mercury Hg Methylmercury affects mainly the central nervous system
lead Pb Lead is toxic to both the central and peripheral nervous systems, inducing subencephalopathicneurological and behavioural effects. Infants and pregnant women are most susceptible.
selenium Se The toxic effects of long-term selenium exposure are manifested in nails, hair and liver.antimony Sb Antimony after inhalaion exposure is carcinogenic in the lung.silver Ag Argyria is considered, however the risk has not been cleared.barium Ba Potential to cause hypertension.molybdenum Mo Carcinogenicity is suspected however no data are available.
fluoride FLow concentration of fluoride at around 1 mg/L can provide protection against dental caries, butconcentration above 1.5-2 mg/L may give rise to dental fluorosis which may cause enamel pittingand obvious brown stain, and higher concentration between 3-6mg/L may cause skeletal tissues.
nitrate NO3-
nitrite NO2-
boron B Effect on human health due to short znd long term oral exposures to boric acid and borax is thetoxicity to male reproductive tract such as testicular lesionsthe the nervous system.
nickel Ni Health concern due to nickel is possibly carcinogenic, male and female reproductive effect, growthand development of children and mortality during pregnancy.
chromium Cr chromium(VI) is a carcinogen via the inhalation route, although the limited data available do notshow evidence for carcinogenicity via the oral route.
cobalt Co High concentration of cobalt is carcinogenictotal chlorine Cl- Potential to cause hypertension.color - The yellowish brown caused by the soluble substance and colloid substance which are contained inodour - Unpleasure is caused with mold’s smell substances or organic compounds.
taste - Taste originates from natural inorganic and organic chemical contaminants, biological sources andsynthetic chemicals. Extraordinary taste causes umpleasure.
turbidity - Trubidity has close relevance to disinfecting efficacy. There is a risk of aggregation or absorption ofmicroorganisms on high concentration of suspended solids thereby causes failure of water
residue on evaporation -total dissolved solids TDSpH pH For effective disinfection, the pH should be less than 8, however, lower pH is corrosive.Anionic surface active agent - It become a cause of foaming and it might not be acceptable.mineral oils - a number of other hydrocarbons may give rise to a very unpleasant “diesel-like” odourphenolic compounds - If phenol compounds react with residual chlorine, it gives characteristic odor to water.hardness (CaCO3) Hardness more than 200 mg/L can result in scale deposition and increase in soap consumption.calcium Ca The threshold value for the taste of calcium is said to be 100-300 mg/L
chloride Cl High concentration of chloride gives a salty taste to drinking water. The threshold value of chlorideon the taste is said to be 200-300 mg/L.
copper Cu Staining of laundry and sanitary ware occurs at copper concentrations above 1 mg/litre.iron Fe At the level above 0.3 mg/L, iron stains laundry and plumbing fixtures.magnesium Mg Magnesium is one of the least toxic anions.manganese Mn At the level above 0.1 mg/L, manganese may be objectionable with water discoloration.sulfate SO4 The presence of sulfate in drinking water can cause noticeable taste.zinc Zn Zinc imparts an undesirable astringent taste to water about 4 mg/litre.
aluminum Al At levels above 0.1 mg/L, alminium often leads deposition of aluminium hydroxide floc indistribution system and the exacerbation of discoloration of water by iron.
sodium Na Concentration in excess of 200 mg/L may cause noticeable taste.ammonia NH4 The threshold odour concentration of ammonia at alkaline pH is approximately 1.5 mg/litre.residual chlorine Cl- High concentration of residual chlorine cause noticeable taste.Total alkalinity (HCO3) The water with low alkalinity (less than 20 mg/L) makes an iron pipe corrode easilyMineral acidity (HCO3)Total acidity (HCO3)iron bivalent Fe2+
iron trivalent Fe3+
Temperature T Temperature affects the solubility of substances and the growth of organisms.Electrical Conductivity EC The value correlates with the value of TDS.Potassium K The value relatively correlates with the values of other inorganic chemicals.salinity - The value indicates the concentration of inorganic salts and correlate with residue on evaporation.
Souece: GDWQ 3rd edition (WHO, 2004), GDWQ 2nd edition (WHO, 1996) and Japan drinking water analysis method (,)
Category Parameter
Nitrate is reduced to nitrite in the stomach of infants. Nitrite will help oxidization of haemoglobin tomethaemoglobin, the latter of which prevents transportation of oxygen in the body.Methaemoglobinaemia may cause cyanosis and, at higher concentrations, asphyxia.
5 Po
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Drinking water becomes significantly and increasingly unpalatable at TDS levels greater than about1000 mg/L and residue on evaporation levels greater than about 2500 mg/L.
These parameters are used to calculate the erosive free carbonic acid.
High ratio and value of iron bivalent indicates the necessity of iron removal.
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