Annex 7.1 National Ambient Air Quality Standards for Nepal, 2003

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Annex 7.1 National Ambient Air Quality Standards for Nepal, 2003 Parameters Units Averaging Time TSP (Total Suspended Particulars) Concentration in Ambient Air, maximum Test method µg/m 3 Annual - 24-hours* 230 High Volume Sampling PM 10 µg/m 3 Annual - 24-hours* 120 Low Volume Sampling Sulphur Dioxide µg/m 3 Annual 50 Diffusive sampling based on weekly average 24-hours** 70 To be determined before 2005A.D Nitrogen Dioxide µg/m 3 Annual 40 Diffusive sampling based on weekly average 24-hours** 80 To be determined before 2005A.D Carbon Monoxide µg/m 3 8 hours** 10,000 To be determined before 2005A.D 15 minute 100,000 Indicative samplers *** Lead µg/m 3 Annual 0.5 Atomic Absorption Spectrometry, analysis of PM 10 samples**** 24-hours - Benzene µg/m 3 Annual 20***** Diffusive sampling based on weekly average 24-hours - * Note: 24 hourly values shall be met 95% of the time in a year. 18 days per calendar year the standards may be exceeded but not on two consecutive days. **Note: 24 hourly standards for NO2 an SO2 and 8 hours standard for CO are not to be controlled before MoPE has recommended appropriate test methodologies. This will be done before 2005. ***Note: Controlled by spot sampling at roadside locations: Minimun one sampler per week taken over 15 minutes during peak traffic hours, i.e in the period 8am-10am or 3pm-6pm on a work day. This test method will be re-evaluated by 2005. ****Note: If representativeness can be proven, yearly averages can be calculated from PM10 samples from selected weekdays from each month of the year. *****Note: To be re-evaluated by 2005.

Annex 7.2: Generic Standard Part I: Tolerance Limits for Industrial Effluents to be Discharged into Inland Surface Waters Characteristics Tolerance Limit Total Suspended solids, mg/l, Max 30-200 Particle size of total suspended particles Shall pass 850-micron Sieve. ph 5.5 to 9.0 Shall not exceed 40 degree C in any Temperature section of the stream within 15 meters down-stream from the effluent outlet. Biochemical oxygen demand (BOD) for 5 days at 20 degree 30-100 C, mg/l, Max Oils and grease, mg/l, Max 10 Phenolic compounds, mg/l, Max 1 Cynides (as CN), mg/l, Max 0.2 Sulphides (as S), mg/l, Max 2 Radioactive materials: a. Alpha emitters, c/ml, Max 7-Oct b. Beta emitters, c/ml, Max 8-Oct Insecticides Absent Total residual chlorine, mg/l 1 Fluorides (as F), mg/l, Max 2 Arsenic (as As), mg/l, Max 0.2 Cadmium (as, Cd), mg/l, Max 2 Hexavalent chromium (as Cr), mg/l, Max 0.1 Copper (as Cu), mg/l, Max 3 Lead (as Pb), mg/l, Max 0.1 Mercury (as Hg), mg/l, Max 0.01 Nickel (as Ni), mg/l, Max 3 Selenium (as Se), mg/l, Max 0.05 Zinc (as Zn), mg/l, Max 5 Ammonical nitrogen, mg/l, Max 50 Chemical Oxygen Demand, mg/l, Max 250 Silver, mg/l, Max 0.1

Annex 7.3: Monitoring and Analysis Methods Part I Sampling Guidelines Guidance on the design of sampling programs Guidance on sampling techniques Guidance on the preservation and handling of samples Guidance on sampling of wastewaters Prescribed ISO Standard Numbers 5667 (1) 5667 (2) 5667 (3) 5667 (10) Part II: Analyzing Parameters Prescribed ISO Standard Numbers Total Suspended solids, mg/l, Max 11923 ph 10523 Biochemical oxygen demand (BOD) for 5 days at 20 5815 degree C, mg/l, Max Oils and grease, mg/l, Max 9377 (1,2,4) Phenolic compounds, mg/l, Max 14402 / 6439 Cyanides (as CN), mg/l, Max 6703 (1) Sulphides (as S), mg/l, Max 10530 Chloride (Cl), mg/l, Max 10304 (2) / 9297 Insecticides 6468 Sulphates (SO4), mg/l, Max 10304 (2) Fluorides (as F), mg/l, Max 10304 (1) Arsenic (as As), mg/l, Max 11885/11969/6595 Cadmium (as, Cd), mg/l, Max 5961/8288 Total Chromium, mg/l, Max 9174/11083 Copper (as Cu), mg/l, Max 8288/11885 Lead (as Pb), mg/l, Max 8288/11885 Mercury (as Hg), mg/l, Max 5666 Nickel (as Ni), mg/l, Max 8288 /11885 Selenium (as Se), mg/l, Max 9965/11885 Zinc (as Zn), mg/l, Max 8288/11885 Ammonical nitrogen, mg/l, Max 11905 (1)/5664 Chemical Oxygen Demand, mg/l, Max ISO/DIS 15705 / 6060 Silver, mg/l, Max 11885 Mineral Oils, mg/l, Max 9377 (1,2,4) Inhibition of nitrification test* 9509 *note on nitrification test To supplement the analyzing of the wastewater for various parameters, a Nitrification test can be conducted. The test gives information on the general characteristics of the wastewater in relation to the possible effects of the wastewater on the biological processes that takes place in the wastewater treatment plant.

The Nitrification test provides data on the inhibitory effect of a sample of the wastewater on a specified population of nitrification bacteria. The inhibitory effect of the wastewater on the nitrification processes should be less than 50% in 200 ml/l solution of the wastewater. The test is described in the ISO 9509:1989 standard. However this standard do not take a possible loss of Nitrate during the test into account. In addition the specified minimum oxygen concentration of 2 mg/l is similarly too low, as the nitrification process will be substantially inhibited at such a concentration of oxygen. It is therefore recommended to use an oxygen concentration of at least 6 mg/l during the test and to analyze for ammonium-n as well as for nitrate and nitrite-n when industrial wastewater is tested.

Categories Physical Chemical Micro- Biology Annex 7.4: National Drinking Water Quality Guidelines, 2006 Parameters Maximum Concentration Limits, (MCLs) Turbidity, (NTU) 5(10) ph 6.5-8.5* Color, (TCU) 5(15) Taste & Odor Total Dissolved Solid, (mg/l) 1000 Electrical Conductivity 1500 Iron, (mg/l) 0.3(3) Manganese, (mg/l) 0.2 Arsenic, (mg/l) 0.05 Cadmium, (mg/l) 0.003 Chromium, (mg/l) 0.05 Cyanide, (mg/l) 0.07 Fluoride, (mg/l) 0.5-1.5* Lead, (mg/l) 0.01 Ammonia, (mg/l) 1.5 Chloride, (mg/l) 250 Sulphate, (mg/l) 250 Nitrate, (mg/l) 50 Copper, (mg/l) 1 Total Hardness, (mg/l) 500 Calcium, (mg/l) 200 Zinc, (mg/l) 3 Mercury, (mg/l) 0.001 Aluminum, (mg/l) 0.2 Residual Chlorine, (mg/l) 0.1-0.2* E-Coli, (MPN Index / 100ml) 0 Total Coliform, (MPN Index / 100ml) 0(95)% ) Remarks Only for chlorinated systems Note: 1. *: Represents the range values. 2. ( ): The indicated values inside the brackets represent for those water if other alternative options are unavailable.

Annex 7.5 : Monitoring and Analysis Methods Part I Sampling Guidelines Guidance on the design of sampling programs Guidance on sampling techniques Guidance on the preservation and handling of samples Guidance on sampling of wastewaters Prescribed ISO Standard Numbers 5667 (1) 5667 (2) 5667 (3) 5667 (10) Part II: Analyzing Parameters Prescribed ISO Standard Numbers Total Suspended solids, mg/l, Max 11923 ph 10523 Cyanides (as CN), mg/l, Max 6703 (1) Sulphides (as S), mg/l, Max 10530 Chloride (Cl), mg/l, Max 10304 (2) / 9297 Sulphates (SO4), mg/l, Max 10304 (2) Fluorides (as F), mg/l, Max 10304 (1) Arsenic (as As), mg/l, Max 11885/11969/6595 Cadmium (as, Cd), mg/l, Max 5961/8288 Total Chromium, mg/l, Max 9174/11083 Copper (as Cu), mg/l, Max 8288/11885 Lead (as Pb), mg/l, Max 8288/11885 Mercury (as Hg), mg/l, Max 5666 Nickel (as Ni), mg/l, Max 8288 /11885 Selenium (as Se), mg/l, Max 9965/11885 Zinc (as Zn), mg/l, Max 8288/11885 Ammonical nitrogen, mg/l, Max 11905 (1)/5664 Chemical Oxygen Demand, mg/l, Max ISO/DIS 15705 / 6060 Silver, mg/l, Max 11885

Annex 7.6: Noise Level Guidelines Receptor Daytime LAeq (dba) Night time LAeq (dba) Residential, institutional 55 45 and educational Industrial, Commericial 70 70 Source IFC EHS Guideline, 2007.