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缅甸的法律

Directive No. (5/98) on Water and ice standard for fish industry

颁布于 1998-08-03 · 文本截至 2026-10-01

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语言
English
类型
条例
组织
Mekong River Commission (MRC)
国家
缅甸
主题
Food and nutrition, Water
关键词
fish products, processing/handling, food safety and quality, hygiene/sanitary procedures, potable water, toxicity/poisoning, treated food, water quality standards, standards

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  1. 3 I Government of the Union of !Vlyanmar Ministry of Livestock and Fisheries DEPARTMENT OF FISHERIES DIRECTIVE No. (5/98) August 3, 1998 ln exerccise of the powers. conferred by Section 23 of the Myanmar Marine Fisheries Law 1990, the Director General of the Departmet ofFisheries hereby issues the following Directive for quality of water & ice standard for fishery industry. Water and Ice Standard for Fishery Industry I l This Directive concerns standard for water intended for human consumption. 1.2 For the purpose of this Directive, water intended for human consumption shall mean all water used (or that purpose, either in its orginal state or after treatment regardless of orign, (i) whether supplied for consumption, or (ii) whether (a) used in food production of fish and fishery products undertaking for the manufacture, processing, preservation or marketing of products or substances intended for human consumption and; (b) affecting the wholesomeness of the fish & fishery products in its finished fonn. 2. 1 Any licence-holder for the processing of fish and fishery products shall abide by this Directive as one of the conditions of the licence. · 32 2.2 On violation of the any terms or conditions of the Direct+ive, criminal action may be taken under Section45 of the Ivlyaruna Marine Fisheries Lav,1 1990 and the licence-holder may also be liable to suspension, revocation, termination and cancellati'on of the licence under Section 24 of the said Law Sd xx Soe Win Director General Department of Fisheries. Parameten 1. Colour 2. Turbidity 3. Odour 4. Taste Parameters 33 ANNEX 1 LIST OF PARAMETERS A. ORGANOLEPTlC PARAMETERS fa:pression Guide Maximum of the level admissible Comments results (G.L) concentratior (MAC) mg/1 pt Co scalt: I 20 mg/1Sio2 1 lO Jackson units 0.4 4 Replaced in certain circum stances by a transparency test, ,.,,th a Secchidisc read ing in meters; GL:6m MAC: 2m ~ t-"'""'"'-~----------~-- --·-------~ Dilution number 0 2 at 12°c To be related to the tests. 3 at 25°,C Dilution number 0 2 at 12°c To be related to the tests. 3 at 25°C B. PHYSICO-CHEMICAL PARAMETERS (in relation to the water's natural structure) Expression Guide Maximum of the level a.dmissable Comments results (GL) ... oncentrati011 (MAC) 5. Temperature oc 25 30 6. Hydrogen pH unit 6.5:S"pHs.:8.5 -The water should not be concentration aggressive. • The pH values do not apply to water in closed containers. 34 Expression Guide Maximum Parameters of the level admissible Comments results (G.L) concentration (MAC} 7. Conducth·ity pScm·1 400 - Corresponding to the mineralieation of the water. Corresponding relathity values in ohms/cm: 2.500. 8. Chlorides CI mg/1 25 Approximate concentration above which effects ought occur 200mgtl 9. Sulphates S04 rngfl 25 250 10. Silica Si02 mg/I - 11. Silica Ca mg/] JOO 12. Magnesium Mgmgll 30 so 13. Sodium Namg/J 20 17.5 - The value of the this parameter (as from 1984 take account of the recommenda and with a tion of a WHO walking - party percentile of 90 (The Hague, May 1978) on the progressive reduction of the current total daily salt intake to 6g. 150 - As from I January 1984 the (as from 1987 Commission will submit and with a to the Council reports on ptrcentile of 80) trends in the total daily intake of salt per population. 35 Expression Guide Maximum Parameters of the level admissible Comments results (GL) concentratim (MAC) (these + In these reports the Comrni percentiles ssion \\·ill examine to \\·hat should be extent the l20 mg/I ivIAC calculated suggested by the \VHO work D\"er a referena: ing party is necessary to period of achie\"e a satisfactory total three years) salt intake level, and if app propriatc. will suggest a nc\\ salt MAC value to the Council & a deadline for compliance with that value. + Before, 1 January 1984 , Commission will submit to the Council a report on whether the reference period <.1( thtee ';,"e<'.tb fm C\'.l.c•,•Jw..~\'.g, these percentiles is acienti fically well founded. ,.... -· 14. Potassium Kmg/1 10 12 ~-~-~ ·---~- ----~~ 15. Aluminium Al mg/I 0.05 0.2 T------~- ~-~ ~ ------ ' - ----~~ i-----,.-. 16. Total hardnesi -See Table f.page 23 ~ ---~ ~· 17. Dry residues mg/I after 1500 drying at 180°( ~--~- -.-----~ 18. Dissolved %02 saturation • Saturation nlue > 75% Oxygen except for underground waler. .,..., ·- ..... - ...... •-·"· I 9. Free carbon CO2 mg/I - The water should not be dioxide aggressive. · 36 C. PARAMETERS CONCERNING SUBSTANCES UNDESIRABLE EXCESSIVE AMOlJNTS (1) E~pression Gmck r-.foximum admissib!t: Parameters of the k:\cl 2<J Nitrates Nitrogen (excluding N ~1-i n N ?1 & ~?-1 results( ) 2-1-. {K Mn NO4) 0 1 mg/I Oxidizab1 lity 25. Total organic C mg/I carbon (TOC 26. Hydrogen sulphide 27, Substances extractable in chlorofom1 .. ~--·-----· 28, Disso!Yed or crnulished hydrocarbons {after cxtrac tion by petro• leum other): Minerai Oils S pg/I mg/1 dry residue ~tg/1 ( Ci.L.) cor1ccntratioi (~,tAC) 25 2 undetect lble organo !epucally 0.1 50 5 10 Comments Measure when heated in acid medium The reason for any increase in the usual concentration he im·estigated. Expression Guidt.: Parameters 2<J. Phenob of the rt::sults (phenol inde~J 30. 31. Boron t- --- ·~ -· •' • ~ T" Surfactuants (reacting with methy lene blue) B ~tg/1 , .... ~ig/1 (buy: sulphate level (G.L) 1000 · - -··- -·· 32. Other -~µ-git - (organochlm ne compounds rot coYered by parameter N1 .55) • 7,7 Maxinmm ,l(Lnissiblc ·onccntration (MAC) 200 ➔----------•a•-~ 33. Iron Fe µg/1 50 200 34. Manganese Mn µg/l 20 50 Comments • Excluding natur;ll phcnu!s 1\ hidi dn ll('l rcac\ lei ch!onnc Haloform concentralions must be as low as possible. . --+----·-···· -···- ---·----···· -1------- -~ ---, - -~ 35. Copper Cu ~ig/1 IO0 -- Above 3000 µg/1 astringent at outlets tast d1scolouration ofoumping 1 andior treatment works and their subsation 300 after the water has been standing for 12 hours in the pipmg and a\ \\\e point where thr. water is made avail able to the consumer. + corrosion may occur. Expression Parnnil.°:t..:rs of th-: r..:sults 37. Phosphoms PP~ µg/1 38. Fluoride F µgit 8° - I2°C 25° - 30°C Guide kH:I (GL) \1)1) al Ollllcts of pumping and/or tr..::at mcnl works and their substations 500 after tl\c \"Utcr has beer standing for l2 hours in the piping & al the point where the ~niter is made arnilablc to }1e consumer. 400 I ~fa\.llrllllll adm1ss1blc onc~ntr::irion 5000 Corn111cnrs AbO\..:: 5noo ~1g/l astringent taste. opaksccu;.:o.: and sand like deposits ma~ occur. MAC \·,uies. according lo axcrage temperature geographical area concerned . . -, .... 1----• ., ·- ·--- ------ -~--------- ····- ·------- ·- ------------ .... - ------···---------- ·-- ---- -~---. 39. Cobalt Co µg/l ·-----------·-· ,... ....... .------ ----~--------f--••-- ,, .J.O. Suspended solids •H. Residual Chlorine ,,. ... .. 1-2 . Barium .. - - ·-· - -·. 1-3. Sil\"er ... Note . - -- . Ba µg/1 100 ·- -- ... - Ag pg/I See article 8 If. exceptionally. sih-cr is used noorH>·ystematically to process the water. a MAC value of RO µg/1 may authorized. 39 D. PARAMETERS CONCERNING TOXIC SUBSTANCES : Parameters I :Expression 1 : I ! of the ' results( ) Guidt: ~ l\Iaximum ' Level ' Admissable (GL) 'Concentration (MAC) Comments J-J. - Arsenic : As rig/I ~------ -- - ----i---- --- - L - 50 ,s Bef) Ilium I Be ttg,g/ : -·t,' J6. Cadmium r , 5 47. Cyanides · ~g/1 · 1-·· ---f----5(-) +----- --- - - -+-- ----0----••• I ··-+------· I l&. Chromium Cr µg/1 50 1 ~~-i:-:~~-t)-' -+-t:i t-t =-,~ ~~==-=~~-= 51. Lead Pb }tg/ I · · 50 I ·· Where lead pipes are present [ (in running i the lead content should not water) i exceed 50 ug/1 in a sample I taken after flu~hing. If the I sampel is taken either directly I or after flusing and the lead I content either frequently or to 1 I an appreciable extent exceeds i '1 i l 00 ug/1, suitable measures I ! I I must be taken to reduce the I I I I exposure to lead on the part of 521 A;rin.ony :I Sb µgl]-: ---r~l!Oo =I the cons~meir ----- ~-:.l~nium Se µgll 1 +-- .. -----···I-------------·-· ? ~·'j Vana~~t1 m -+- V µg/1 l ---------+---•-··---l- 55. 1 Pesticides and µ.-.- 11 1 1 Pesticides and related El ' I related pro- ! t products' means: ducts 1- substances · considered separately i 0.1 1-- insecticides: i ' j 1-~ persistent organochlorine 1 1- compounds 1 -- organophosphorous com j pounds Parameters ' -- total i E , I xpress1on: of the results( ) ' 4U • Guide: Maximum Levd I Adrnissable (G.L) '.Concentration' I I (l\1AC) Comments ll 5 . -- carbonates ; -- herbicides 561 Puh~~t;, I •• : -- fung1c1des , ! -- PCBs and PCTs . i l- ----- --r 1-- reference substances: µg/1 0.2 j ' ! aromatic I I hydrocarbons I I I ! I l, I I ! I I ·- flouranthene / benzo 3-4 flouranthene/benzo 11-12 flouranthene/benzo 3-4 1 -- pyrcne/benzo 1-12 1 .. perylene/indeno (l,2,3-ed) pyrene '------~---------'-------------·-- -- --- E. MICOROBIOLOGICAL PARAMENTRES I Results: I r (·o\ume of the ! 1 Gui.de Lew\ I Maximum A.dmiss,b\e Ccni.tertta\iun. 1sample in ml I (G.L) 1 (MAC) ·-- ····------+----------;r-------+----, 1 ! I 57. Total coliforms(!) ! JOO i O + MPN<l ' 58. Fecat coliforms ' 100 0 ... ----~ MPN<l 59. Fecal streptococci 100 I O lvfPN<l +----- .. ---·-·· ---- -------- ----·-·· · 60 1 Sulphite-reducing 20 1 ! 0 / MPN<l l~!~stridia 1 ------------L----- l J I [ Water intended for human consumption should not contain pathogenic orgarusrns. I i If it is necessary to supplement the microbiological analysis of water intended for hunban consumpion. the samples'should be examined not only for the bacteria referred to in Tab)e E but also for pathogens including. Salmonella. 4 I patlwgenic s1,1phylococcL fecal bactcriophagcs. entero - \ imses: 110r should such water contain: parns1Jc5 algas. other organisms s11ch as ;11rnnakt1lcs (1) Pro\·idcd a suilc1ent number of samples is c:-.:amincd (95'%:, consistent results} Re~~hsl -----1 ~faxi~~~l- :·-- - ----- -- .. -- ----- size of i Guide I Admissible ! ' I , I Parameters i I sample I Lewi jConcentrat1ori -------+--------f (rn ml)~--(G.L) -t- (MAC) l. Comments 61 Total bacteria ! 37°C I l I 1 on.w2i I - ! I I I . ! I I ' I : ! counts for water suppJied for human ~-- - - [ --- ----! - ------ -- '----1 consumption 22°C! I II00' 1'1:il • ~- - -- -·-----·- I --t -----.---+-----r~--t-- ·--· -+-----------· ----- ··---~-~ 62. Total bacteria 137°C I' I 1. 5 : 20 )On their own responsiblitv I ' I • counts for n-ater 1 1 , i :' ,a11d where parameters in closed r1---+ j l57,58,59and60arecomplied containers l i 20 ] 100 lwith, ~d wh~re the pathogen I I organisms gwcn on page 22 • 1 11 ) 1are absent. Member States . I I I may process water for their I lintemal use the total bacte~ ' jria count of which exceeds ithc MAC values laid down I lfor parameter 62. \MAC ,alucs should be meas~ ]urcd within 12 hous of being :put into closed containers /with the sample water being [kept at aconstant temperature jcturing that 12 hour period. ~------'----'---~------L------,-·-··-··--J " ---~ 42 R MINIMUM REQUIRED CONCENTRATION FOR SOFTENED WATER INTENDED FOR HUMAN COMPTION Paramc\crs Total Hardness 2 Hydrogen ion concentration 3 Alkaliniry : Expression· Maximum l of Uu: required results conccnlralion 1- :(softened water) : mg/I Ca ; 60 pH l mg/I HCo3i 30 ! ' ; Comments Calcium or equi\·alcnt actions The .water should not aggressive 4 D ~s~ h· ed ~·~ 1 'g en L i ····-----·-- . i NB- The provisions for hardness, hydrogen ion concentration, dissol\'ed o,-·ygen and calcium also apply to desalinated water. if. owing to its excessive natural hardness, the water is sofrened i.n acordance with Table F before being supplied for consumption, its sodium content may in exceptional cases be higher than the values gh:en in the Maximum admissible concentration column. HowC\·er, an effort must be made to keep the sodium coment at as low a level as possible and the essential requirements for the protection of public health may not be disregarded. l .. .u TABLE OF CORRESPONDENCE BETWEEN THE VARIOUS LINITS Of WATER HARDNESS MfASllREMENT Frencl1 degree Engitsh dcgri::c German dcgre~l 1Higr:11r1::~Gf i\ !i!hm0k"., 0( French degree I I) 7(1 11'6 ;ons F 111 · Englisli dcgr:~ l,.j, I 1U(1 5 .,J I) !-B Gc11na11 d~grcc: I ~</ I .;~ J ~ ,- 1i l?) ~~~~ \lilligrams ofCa 0 :~ Lil'' I IJ/.j(J l () o:~ \lil!imoles of Ca lO 7 5 (.) ~o 11& I ANNEX II PATTE:RNSAND FREQUENCY OF STANDARD ANALYSES A TABLE OF STANDARD PATTERN ANALYSES I Parameters to be considered in morntorinl~-1 Standard Marnmurn Curren1 Periods Occasional analyses monitoring monitoring monitoring monitoring in special subs!anccs or in case of :iccidents Puramcters I be con,idcred (C.I) (C.2> fC-3> (C-4} A ORGANOLEPTH • odour - odour The com pcten! PARA~IETERS • taste f 1'! • taste national authorities cf I \1ubidif, the Member States (appearance) \\ill determine th::; I • Conductidtyrn parameters C) B PH\SlCO • temperature ( ~ J current according to CHE,\IICAL oiher ph~·sico , conducti,·ity or monitoring consultances taking chemical other phYsical anl'.l\'se nccoun1 of all factors parameter chemical T 11 liich might haw an , residui! parnrne.\cr ,\ht,r par:arn:\e.r~ ad'.'e1se a!Tect on 1he chlorine( 1 > -pH as in root note 4 quality of drinking • residual water supplied to chlorine ( 11 con SU!\\C\S. C FNDESIR:-1.BLE - nit rites PARAMETERS • nitrates ammonia D TOXlCPARA.~!fJ'ERS . E MICRO - total coliform - total co!ifonns BIOLOGICAL or total counts - fecal colifonns PARAMETERS of22 and 37 • total counts of • f,.r~l cnlifoml' ..,.., ~1111 ,7 •. -t,J. Note : Ari initial analysis. to be carried out before a s.ource is expiated, should be added. The parameters to be considered would be the current monitoring analysis plus meter a/ia various toxic or undesirable substance presumed prevent. The list \Vould be draw up by the compclcnt national authorities. (I ) Qualita1h·e asse~sment. (2) Except for \-Vater supplied containers. (3) Or other disinfectants and only in the case of treatment. ( 4) These parameters \Vill be determined by the competent national authority, taking account of all factory \Vhich might after the quality of drinking water supplied to users and which could enable the ionic balance of the constituents to be assessed. ( 5) The competent national authority may use parameters other than those mentioned in A.nnex 1 to this Directive. B. TABLE OF MINIMUM FREQUENCY OF STANDARD ANALYSIS(!) \'ohmi.o:. ~f 'M\\c \>or,11!:ltil}I\ . a\:,·a~is Cl ..\mil}~ii C2 . a\)li5 0 Ansl)·sis C4 produc 1ed or con.:ern~d dislributcd in ssuming 200 ! da · Ntanb.:r of ;-.;umbtr of !I/umber <lf m dur per person samples per p:ar sample per )'e111 sample p.:-r yea IOP ~(iv n) ( ! ) ( ! ) Frequer.cy to be woo 5000 ( t } 1. ') i!) derennined br 2\'JOO 100£)0 12 3 ' ~) 1hc cornpetcrH 10000 5{J(JO{) 60 6 t national 20000 100000 120 12 2 aiuhoritie~ as }00{1(; 150000 180 }8 3 !he siluation 6(1(\G~ 300000 360 l2) 36 b requlrcs 100001) 500000 360(2) 60 10 2(J(J(!(J(j 1000000 36(1<2) 120 (2) 20 (2) 100000/J 501)0000 360i2J 120 (1) 20(1) (I) Frequency left: to the discretion of the competent national authorities. E-lowever. water intended for the food~manufactu.rin.g industries must be monitored at least once a year. (2) The competent health authorities·should endeavour to increase the fre~ q uency as tar as their resources allow. T) (a) ln the case of \Vater \vhich must be disinfected, microbiological analysis should be t\\.fre as frequent {h) \\iliere ana·1ysis are very frequent, it is advisable to take samples at the most r~g ... 1\ar imervab possible (c) \Vhere the rnlues of the resldts obtained from samples taken during the preceding years are constant M1d significant!:, better than the 1im·ns )aid donn in ,, nex I, and \vhere no factor likely to cause deterioration ~n t\1e quality of the water has been discovered, the minimum frequencies of the analyses referred to above may be reduced: for surface \Vat er, by a factor of 2 with the exception of the fre quench~;:, \aitl down for microbiological analyses. for ground water. by a factor of 4 without prejudice to the provi sions of point (a) above.