Dam Sheet; State O - Hotpoint 20 Manual Del Propietario E Instalación

Performance Data Sheet
SmartWater Filtration System
MWF Cartridge
This system has been tested according to NSF/ANS142/53 for reduction of the substances listed below.
The concentration of the indicated substances in water entering the system was reduced to a concentration
less than or equal to the permissible limit for water leaving the system, as specified in NSF/ANS142/53.*
100%safety
faetors built in for unmetered
usage)
Standalx| No. 42: Aesthetic Effects
Parameter USEPA hffluent Influent
MCL Challenge C.oncentrafion Average
( hlofine -- 2.0 m_¢L + 10% 1,96 m_¢L
T&O -- -- --
Paniculate _i_ -- -> 10,000 i)arficlcs/ml, 6,400,000 #iml
Effluent
Average Maximtml
0,06 mgi[, 0.l 1 mgi1,
58,833 #/mL 150,000 #/mi,
% Reduction
Average Mh_nlnn
96.77% {)4.74%
{_).14% {!7.97%
Min. Reqoh'ed
Reduction
> 50%
_>85%
Standard No. 53: Health Effects
Pm_ameter
Turbid( b
(.ysls
Asl)esms
lzad at pH 6.5
lzad at pH 8..'t
Mcl(tn_ it pH 6.5
Mel(tn_ it pH 8.5
Aladflor
1.indane
2,gI)
T(_xaphene
( aflx)filran
1,4dichloroI×mzene
Ahazine
USEPA
MCL
0.5 NqU
-> {)9.95% Reduction
->{}9% P,cducdon
0.015 mgi1,
0.015 mgi1,
0.002 mgi1,
0.002 mgi1,
0.002 mg/l
0,0002 mg/L
0.070 rag/l,
0.003
mgi1,
0.005
mgi1,
0.0_) rag/l,
0.075mgi1,
0.003 mg/l
Influent
Chanenge Concentration
11 + 1 NTU**::
Minimum 50,0(X) i,
] 07 63 [ 08
fibm'_i1
; >
10pro
0.15 mgi1,+ 10%
0.15 mgi1,+ 10%
0.006 mgii, + 10%
0.006 mgii, + 10%
0.04 lngil + 10%
0.002 rag/I, + 10%
0.2] 0 mg/L + 10%
0.015 mg/i, + 10%
0.015 mg/i, + 10%
0.080 rag/I, + 10%
0225 mg/i, + 10%
0.009 mg/L + 10%
hlfluent
Avel_e
10.5 NT(
l ]8,750 #,1
57 MF/L
0.1567 mg/l,
0.1433 ng/l,
0.0(159 ilgi1,
0.0(1_',7mgi][,
0.0367mgil,
().0020 mgi][,
0.2033 mgiL
().01ti0 I/Igi][,
0.0145 I/Igi][,
0.0830 I/Igil,
0.2283 I_N/1,
0.0(}87 I_N/1,
Effluent
Average
Maximlml
0.14 NTU (}.28NT[
< ] #/1, 4#/1,
0,996 MFiI, < 1 MFiI,
< 0,00] mgil < 0.001 lng/l
< 0,00] mgil < 0.001 lng/l
0.000350 mg/[, 0.(1607 lngil
0.000325 mg/[, 0.(1606 lngil
(}.116023mgi1, 0.01,_14mg,'l,
< 0.(_1002 mg,'i, < 0.0(,_102rag, l,
0.00337 lng/l, 0.01 ]000 mgi1,
0.00]00 lng/l, 0.00]000 mgi1,
0.000500 mgi[, (}.(}1,_)500 m gi1,
0.001000 mg/[, 0.001000 mgi1,
0.000500 mg/[, 0.0(,_)500 mgi1,
< 0.0005 mgii, < 0.0005 mgil
% Reduction
Average Min_num
98.54% 97.20q_
> {_).991i, >99.99%
99.60% 99.391_
99.36_ 99.29%
99.301_ 99.29%
94.70% 87.50C_
93.20% 89.29q_
99.341_ 98.67%
99.00% 98.95%
98.32% 94.50%
{)3.44% 91.67%
96.51% 95.83%
{)8.78% 98.65%
99.78% 99.77%
{)4.22% 93.33%
Mha. Reqtfired
Reduction
0.5 NTU
->99.95%
2 99%
0.010 i_g/1,
0.010 i_g/1,
0.002 ngil
0.002 nNil
0.0002 rag/I,
0,070 mgil
0,003 mgil
0,005 mgil
0.04 mgi1,
1t,1t75mgil
0,003 mgil
Tested using a flow rate of 0.50 gpm, prossuro of 80 psig, pH of 7.5 + 0.5, temp. of 88 °-+ 5°F 120°+ 3%')
_ Measurement in Particles/mL Particles used were 0.5-1 microns
__ NTU-Nephelometric Turbidity units
OperathtO Specifications
• Ca l)a( itv'. (crlified fin-.u [) 1o .400 g,aligns (l [ :.'5 1). Ill[ k .Io six
.
months
fin moth
Is without
u 1"( _la,.( m( lit hller
lndl( _/tor hoht;
11 ) 1o OIle xc_tr fin lllodcls with ;J_replm Clllelll tiher ill(]i(illo_F light
) " " N 9 • ] F('SMII'e 1"1< llll-(qll('llt: 40--120 psi (2.,-8._ bar), non-',hock
• [Cml)Cldtulc. 3.,--100 F (0.(_-D8 (,)
•
Flow l'utt': t)._'_ gpm (1.9 lpm)
General htstallation/Operatian/Mahttenance Requirements
• Fhlsh n_w <alal-idge ;atfidl flow fin- 3 lnin!lt_ s to purg_ Otll
ll'apl:)ed all:
• Re dace carlridg( xxh(n lhe indicator light flashes or water
tlo{x
role is re( uce( on non-in( (ca(or u_fits.
St Ireof Caliibnfia
Depaltmmit of l lcalth _ vices
Water Treatment Device
Certificate Number
115- 1698
Dae ls ued: _ebmtry 22(_)5
/ r ad_mar k/Model De_l_narton Rt_laeenlt'nt Ele_nts
MWF MWF
Special Notices
Installatkm instructions, )aFIs flll(I S(?IWiC( availabilip,, and slandard
warranty are included Wiih th_ l)rodu( 1 _sllen shipl)_xl.
• Tiffs drhfldng waler system nlusl be maintained
according I0
lllalltl_a( IIIl-_ 1-S IlIS[I-II([IOllS, lll(hldlll_ F( plait ( lllell[ O_ _l]l_ 1"( _tl'tl'l(]ges.
• Do not us_ with Wa;Ler thai is microbio_ou-icallv unsaR, or oI tmknown
qualilv V:ilhoul ade(luat_ disinfe( lion beh_'n-,, or after the wstem.
S\-,tems c{ llifie(I
for (xsl reductkm
may be us(d on disinfecled waler
that may contain filtei_d)le cv_,ts.
• The coiKaminanls or othel- substances removed or reduc_ d by this
water treatment s3stem are not necessalily in 3our water:
• Checl_. for compliance wilh Ihe state all(I local laxvs and regulations.
• Nole thai while th_ testing wa _, perfomaed lllld{ r standard lab,.n-,mn-v
conditions,
actual perlommnce
ram, vm3: Svslems must I)( inslalled'an(I
O)elWt{(1 ill _lCCOlX]all(e with lll_lllll_[_(-l/ll-( I:'S leCOllllll(lld(d M'OC{!dllFeS
[ : . [
and _uldehn< s.
Standard No. 42: Aesfliefic Effects
( heroical Unh
Chloline "Iaste and Odor
Mechanical Filt/atiola Unil
Pa/liculate Reduction, (_la_ /
Syst< m T_ sted and Cmtified bx NSF hlternati(mal againsl
ANSIiNSF Standald 42 & 5,3 for tile reduction o1:
Stmadard No. 53: Health Effects
Chemical P.eductioi_ tnit
Alachlor and Am_zine Reduction
Benzene and Carbolllla/i Redllcliol/
1.4 dichlo/ob( n/( im and '-),t[) Redu( lion
l.cad and Lindane Reduction
mel-(tll_" and Toxaphl ne Redllclion
Mechmfical Film_tion (nit
Tulbidit_ P.eduction
(:v>l an({ Xq)esms Reduction
ManuPat'tu rer: _ae_[ F_ L.c _:,_m c_'a_
[lie _ ater It (_,lllll (qll (It'l leel_ ISI(_O (ill Ill 1'_c_tiflcute Ila_ t. inet Ihe t_/hlg le( uirelnonls pursuant 1o 3*.t 111_11
116gl0 o_ the ]leaRh and _;a_c tx (_adz _r the (olh_in_ health reIated eon_aminaats;
M kr M_iologicM f ontamalants and _ o r bidR_
Fui b_&ly
T_x_l_mc
94E
Manut Klured _r: General Electric Cotnpan}; [.ouisville, KY 40225
EP& E.C,'I_No, 07059_MN4101
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