HomeMy WebLinkAbout012-640-17-2416-SAN-2023-279 ,jy,xr„ County -� _
. Department of Safety SAWYER �
�,, �, , & Professional Services, �
�S I�,� Sanitary Permit Number(to be filled in by C�
� �, �_ _� Industry Services Division � �
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State Transaction Number �
Sanitary Permit Application �
In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit �'A -,
is required prior to obtaining a sanitary permit.Note:Application fonns for state-owned POWTS are submitted to Project Address(if different than mailing ad� �
the Department of Safety and Professional Services.Personal information you provide may be used for secondary
purposcs in accordance with the Privacy Law,s.15.04(1)(m),stats. 8798N RNER ROAD
i.Application information-Plesse Print All information
Property Owncr's Naine Parcel#
BRIAN J. & ERIN E. OBERT ���" �`��-�� - 2 y��
Property Owner's Mailing Addre Pro��ion -
235 MOUNT CURVE BLVD �—�
City,State Zip Code Phone Number
ST. PAUL� MN 55105 SE
N W '/4, Section
tt.Type of Buitding(check all that apply) Loc# � � T 4� N TN6 w
�X l or Z Family Dwelling-Number ofBedrooms � Subdivision Name
B,o�k# NA
❑Public/Commercial-Describe
NA ❑c�tY of
Use
CSM Number#7684 ❑Villageof
❑StateOwned-DescribeUse V31� Pg3 1"�►yo� HUNTER _
��j ❑Town of—
III.Type of POWTS Permit:(Check either"New^or°`Rep(acement"and other applicable on line A. Check one box on line B.Complete line C if
a licable.
A.
New System �Keplacement System U Oeher Modificatiun to Existing System(explain) Additional Pretreannent Unit(explain)
B' ❑ Holding rank X In-Ground GEOMAT ❑ At-Grade ❑ Mound ❑ Individual Site Design ❑Other Type(explain)
(couveutional)
C. ❑ Renewal[3efore ❑ Re�ision ❑ Change of Plumber ❑ Transfer to New Owner
is�Previous Permit Numbec and Date Issued
Expiration y3-�� ]993
TV.DispersalPl'reatment Area and Tank information:
Desig���(gpd) Design Soil�pplication Rate(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed(s� System Elevation �Y,�S j
� 225 227.50 FT.
Capacity in Total #of Manufacturer �
G V
Tank Information Gallons Gallons Units p � U � y
New Tanks Existing Tanks � � :: � � .�°'o � �
0
a U cn �: cn u- C7 P�.
Septic or Holding Tenk 1000 1�000 1 WIESER COMB X
Dosing Chambcr 650 650
V.Responsibility Statertie�lt-I,the undersigned,assume res ibility fo ltatiun uf the PbWT5 shown on the sttached plsns.
Plumber's Vame(Print) Plumber's Si � ure MP/MPRS Number Business Phone Number
DAN BURCH " � �Q� ��s-aib-�ba2
Plumber's Address(Street,City,State,Zip Code)
N5921 C.T.H.K,SPOONER,WI 54801
VI.County/Department Use Only
Pennit Fee Date Issued lssuing,Agent Signature
�A� >� ❑ Disa ro�ed N -
❑Ownep Given Reason for Denial $ ` �'� � 4' ����^j yL��� ���✓y"'_
Conditi s of A�roval/Reasons for Disapproval /^� � ,_
^ � � l^ �,/7�/�,\s4�� �+'\��'�r� ��1�^.,
w�. .�� �� � � � . I. �'_ X.��. . . � � u��..J�—..��7 l./' C�'�ie f� �
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� 3 � � S�l �:. 3 y�� OCT 18 20e3
�S �" sa�,�r���� c,�,,;>,,- ��
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Attach to complete plans for the system and submit to the County only on paper not less than S ln x 11 inches in size
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SBD-6398(R.03/22) ��S�,J��-"UF f�hf�i i
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INOEX ANO TITLE PAGE
A!1 Water Treatment Systems To Be Removsd From S stem
a.,, �«ea.. ��. . . .E._ a ��,�; �.,� � r �
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Project Name: BRIAN Ww_8 ERIN E OBERT
Owner's Name: _ tSAME} �
Owner's Address: 235 MOUNT CURVE BLVD
ST. PAt1L, MN 55105
Property Address� 8798N RIVER ROAD
Legai Description� SE� NW S �.47 T 40 N R � 6 W
Township Hunter _____�� County:_Sawyer ___�___� rt
Subdivision Name:
Lot Number: 3 Block Number. NA CSM#: ` 1684
.�.,�.._..�_.�.�.�__�_.____.��.,_.._�..�._..n,..�...�_____��____..____..�._�T P83
Parcel l.D. Number. 57-012-2-40-p6.-17-2 04-000-000160 V 1, � ��
Plan Transaction No.:
, 3�, ,. �4 -
� - _ . - _
Page 1 Index and title Page 9 Plot plan ____4_�
Page 2 Data entry Page 10 Fitter specifications �4���
Page 3 GeoMat dist. cell drawings &caiculations Page 11 Pum c�rvu►ve _
Page 4 1.ateral and cell cross section Page 12 �Tank�cs _
Page 5 Management 8�contingency Page 13 3oit test �__
Page 6 Maintenance 8 specifications Page 14 Soi1 test _
Page 7 Tank cross sections Page 15 Soil test ��__��_��_
Page 8 DisVibution media �� �;�hL�age 16 Aerial�
f�l"'f��iNt��s: �RK
MARY JO HUPPERT �icense tJumber. 1859-007 '��g�-�p��iT
Date: 10/13/23 TwV���T�. ph ne Number- y 715-426-1775"
3' nature: �^. ,L; . �: ^ �.� —__-- ____. ..�
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Des�gnet Stam�: �
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= '�� {': � � pesgned Pursuant to the
= �-
� � �; ,.:: t ' �,��!n Gtound Component Manual Apri12019 Version
: ;�t�ti`�:���`;:i3,;' w
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��"nrnnnl�un+���'� Pa9e 1 Of 16
Design Worksheet
All Water Treatment S stems To Be Removed From System
� s .,. ��, .,.�..�.._. ., ,. , R.:. ,._._ �., , ,
R Residential or Commercial Design � ISD Required?
300.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 1.5= 150%)
450.00 Design Flow(gpdj
4.00 Site Slope(%)
94.50 Prop.System Elevation(ft) Sand 8 Native soil Contour
72.00 Depth to Limiting Factor(in)
1.60 In-situ Soil Application Rate(gpd/ft2)
97.00 Lowest Original Grade Ele. In System Area(ft)
97.50 Highest Original Grade Ele. In System Area(ft)
91.00 Limiting Factor Elevation(ft)
1.50 Depth Below Grade
. � __ �_ .r ... �_s. .3_.-
3.25 Cell Width(ft) �2 Number of Cells
2.00 Dispersal Cell Design Loading Rate(gpd/ft2)
2 Influent Wastewater Quality(1 or 2)
E Center or End Manifold, Dist.Box or Drop Box
2 Number of Laterals System dosed[~—Y —�
4.25 Lateral Spacing(ft)
0.98 Forcemain Drainback(gal) Does the forcemain drain back?�— Y
0.50 Forcemain Filter Loss(ft)
2.00 Forcemain Diameter(in)
6.00 Forcemain Length(ft)
86.00 Inside Pump Tank Elevation(ft)
0 System Head(ft)x 1.3
9.94 Vertical Lift(ft)
.08 Friction Loss(ft)
.9.02 Total Dynamic Head(ft) Designer must enter friction loss and system demand(gpm)
45.98 Minimum Dose Volume(gal)
25.00 System Demand(gpm)
Treatment Tank Information Effiuent Fiiter Information
1000.00 Se tic Tank Ca aci gal) Pol fok Inc./Zabel Filter Manufacturer
Wieser Concrete Products, Inc. Manufacturer � 122 Filter Model Number
Dose Tank Information Gallonsllnch Calculator(optional)
650.00 Dose Tank Capacity(gat) Total Tank Capacity(gal)
17.00 Dose Tank Volume al/in) Total Working Liquid Depth(in)
Wieser Concrete Products, Inc. Manufacturer gal/in (enter result in cell DoseTankVolume)
Project: BRIAN W.&ERIN E.OBERT Page 2 of 16
- In'Ground P#an View
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I 1.00 ft A 3.25 ft Basal Area Required 281.25 �
K 1 ft B 35 ft Basal Area Pro osed 332.5 ft2
S 1.00ft L 37ft
. W 9.50 ft
Basai Area Calculation GeoMat Dis ersai Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
450 1.6 gal/sq fUday 450 2.00 gal/sq ftlday
Total 281.25 ft2 Total 225 ft2
Pro osed 227.5 ft2
Number of Cells 2 GeoMat Width 3.25 ft
Cell Length 35.00 ft Lineal Feet of GeoMat Required 69.2
Min. Cell Len th 34.6 ft Lineal Feet of GeoMat Proposed 70
Cell S acin 1.00 ft NOTE:Min S dimension= 1'
S stem Elevation 94.5 ft
Limitin Factor 91 ft
Se aration 3.5 ft 2�Min
Directions:
Play with cell length to get desired ceil spacing, length and width. Remember system SHOULD be longer than it is
wide. It must aiso Satis basai loadin rate and GeoMat cell loadin rate.
Project: BRIAN W. & ERIN E. OBERT Page 3 of 16
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Hole spacing is every 12",1/2"hole at 4 8 8 O'Gock,starting 4 O'clock 6"from end and
8 O'clock Holes at 12"from end. 4"Perforated pipe may be used.
Pipe Length=GeoMat Length
Lateral Spacing 4.25 ft Pipe Diameter Din
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1.5 ft'—
4"in —► PipeD�t �` �uiu � � Fl��. LVG
--T--�•� Pipe. .��`�...._.,__ ' .
Top of geomat to be at or � .� � � � GEO MAT
below original grade � 1 � I � I � 2•AST'2d33 C�n I � I , t � I � I ��
IaSttra�ve Stufice
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94.5
Project: BRIAN W.&ERIN E.OBERT Page 4 of 16
Notes/Maintenance Reauirements
MANAGEMENT PLAN
This private onsite wastewater(POW7S)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis.Admin.
Code,the in-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P
(N.01I01). GeoMat in ground Component manual April 2019 Version.
1.This POWTS has been designed to accommodate a maximum daily flow of 45Q�gRons of wastewater per day. The qualiry of
influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats,oil and grease
A monthly average of 220 mg/L BODS
A monthly average of 150 mg/L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the entorcement
standards and preventative action limits specifed in ch.NR 140Tables 1&2 at a point of standards appiication,except as provided in DSPS
383.03(4),W is Admin.Code.
2.The owner of this POWTS is responsible for system operation and maintenance.
3.Defects or malfunctions identifed during maintenance described above shall be repaired in conformance with SPS383 Wis.Admin.Code,
and the pertaining county Private Sewage Systems Ordinance.The user's manual,provided to the owner of the POWTS includes the names
and telephone numbers of the properly licensed individuals to contact for such repairs.
5.No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
of Commerce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWTS is replaced,or its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code.
NOTES
Two Effluent Filters to be installed where possible 1 to be installed in ST,and or 1 in pump tank in
order to insure particle size less than or equal to 1/8". Filters should be cleaned once in spring,and once in fali.Also,shainers in sinks in
the building shall be maintained,so that solids and fats are minimized to Flow into system.
A minimum of 2 observation pipes per cell shall be instalied.These pipes shall be located approximately at the end of each cell.
The piumber,or county shail see to it that a copy of these plans including this page,maintenance folder,and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump,float,electrical outage causes the dose tank to fill,the homeowner should see to it that
the effluent level in Ihe tank is brought down qradually and not all dosed to the system at once. One large dose could cause damage.
Contact a pumper or your installer it this problem occurs.
The homeowner is responsibie(or formulating a water conservation plan that will ensure the system is rarely ovedoaded. I.E.spread laundry
- out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A Septic Tank.Any structural failure resWling in cracks or leaks in the tank must be corrected by rep�acement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replaciog faWty seals with approved materials to make joints water-
[ight.
B.Outlet Filtec The outlet flter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger
than 1/8 inch or when it has become pertnanently degraded by cloqging so as to interfere with the design Flow out of the septic tank.
C.Dosing chamber and pump.The dosing chamber shali be replaced if any structural failure is found.Leaks in joints between manhole
risers or covers shall be repaired by replacing faWty seals with approved materials to make joints water-tight.The pump and controls shall be
replaced when they are no ionger capable of functioning according to the design plan.
D.Pressure Disinbution Piping.Partial clogging of the distribution nelwork may resWt in unduly long dosing cycles.The ends of the
distribution laterals may be exposed antl the threaded end caps removed.The pipinq can be disconnected on the outlet end of the pump.
The distribution piping may then be back Flushed to cleanse any accumulated matter from the piping.It is recommended that the dosing
chamber then be pumped by a licensed plumber.
E.Soil Absorption Cell.The discharge of sewage or wastewater to the ground surface is strictly prohibited tlue to the human health hazard
createtl by the effluent.All failures created by surface discharge shall immediately be reported to the appropriate county.The pump shall
then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell.The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved.The
replacement shali be initiated only after any necessary plan approvals have been obtained from the
appropriate plan review authority and the repuired sanitary permit is obtained from the county.
Project: BRIAN W.&ERIN E.OBERT Page 5 of 16
.
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a�,
L.ocking co��€r svith evaming label,
locking device and water tight seat
� `
4" Vented Co�er
1;(eetricai bux
as per NEC 300 -"`—�"—
andSPS31G.?8 W�C�
��. . ,�,�,_finishedCrac3e__,__�����td��.___R13r_� __., ----- ._.__ ��iz1���r___..
� � ...�JSC473t1CCI /
„ Clean out Pipc �`� � ' �,_ (�ptional bai �•p�ive
1
�Vires�rom�Elecvic source, , � �� ` � te oontral spe�fd of
�__�__ _. - -----_..____--___ _.._._---.____,�_ _._.__ _ �:.: � ei'fluent bein dose:d
�CTpGonai o tict
4" fniei ��1�----� �� [�__.� ^v-� Forcemain diameter
� I�a111c t ��--- .
� f. �3o�t st.op � i a ASTM 303 � pipc�o�� 2 in.
� � cm_age forctm in rnUo
and�vater — e , a
� tightgaske� �'� � ��''is�ground i Furnca
_ 1t'ccp hole or ani
! -, siplronde�ictt i
i
i ��
�iigh watcr aJamt�,� 3
ump �n Fit>at .�
C u
c
Pump Ofi t�loat�i�� � �,i��n� �j �_ pump off elevation (ft)
���_�� 86.67
pr_�.__._� �
' f31a:k ! i
� Dose tank elevation (ft)
" I3eddi►� un�er tan � � �'f ~— 86.00
z,��.,u�n�.��ag�,
Dimension Inches Gallons Wieser Concrete Products, Inc.
A 25.53 434.02 Ca��acit 650.00
B 2.00 4.00 Volume 17.00 gal/inch
C 2.70 45.9 M�X 3 6� Pa�_ 7 �
D 8.00 136.00
Total 38.24 650.00 6 ft. x .163 c�allons = 0.978 gallons flow back
Filter Manufacturer Clearflow l 45.98 - .978 gallons = 45 gallons per dose
Filter Model Number NSSCFF324 j
450 gpd / 45 gallons =10 doses per day
Alarm Manufacturer SJE Rhombus �
Alarm Model Number AB TANK ALERT
Pump Manufacturer Goulds Water Technolo r�x�n brand —�
Pump Model Number PE 31
Pump Must Deliver 25.00 gpm at 9.01 �ft TDH
Note: Switches containing mercury may not be used in this system.
Project: BRIAN W. & ERIN E. OBERT Page 7 of 16
��- _ er�i�n Specifications „����-�;
Service Provider's Name DANIEL BURCH j Phone 715-416-16142
POWTS Regulator's Name Sawyer County SPIA-Zoning Administration � Phone 715 634-8288
Sy�tem Flow and Load Parameters
Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 113.75 ft2 Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Ins ect and/or service once eve 3 ears
Effluent Filter Ins ect and clean as necessa at least once eve 3 ears
Pump and Controls Test once every 3 ears
Alarm Should test eriodicall
Pressure System Laterals should be flushed and ressure tested eve 3 ears
In Ground ins ect for ondin and see a e once eve 3 ears
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver.April 2019.
2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component
Manual Ver April 2019. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code.
4. Scarification of basal area is accomplished with a rake or other tool.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Turn-up Detail
z;�,6-8"oiameter r '� Threaded Cleanout
Fmished
��Lawn Sprinkler ' ':Grade Plug or Ball Valve
� , �
�, Box z > � �
. ., r_. � v t� .
� ,�;� '�.,,_. ,,_Y.� _ �.�� �`. -� Vent if i ' ot Dosed
�C Lateral Ends at last Orifice Where �
t`
�> _ � � � � Long Sweep 90 or Two
�45 Degree Bends Same
�� Diameter as Lateral
�,� � ��
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Distribution Lateral Lateral Cleanout
94.5 Feet
Project: BRIAN W.8�ERIN E. OBERT Page 6 of 16
3.25 Cell Width(ft) 2.63 Sidewail to Lateral(ft)
Distribution Cell Cross-section Arrangements
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O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout-Typical
3.25 Cell Width-A(ft) 35.00 Ceil Length-B(ft)
End Connecfion Lateral Layout Diagram
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See detaits on page 4 for number,size,and spacing of laterals.
Project: BRIAN W.&ERIN E.OBERT Page 8 of 16
' Plat Plan �,�c���
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S 0 l u T i 0 i+ S CitY.State.2ip:Casca,Wi 542SC?
'felephar�e:508-333-3610
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Websike;'www.new�pticsotuiic3ns.com
FIL�`i"ER .
lNSTA�.l.L�1TION �ND SERVICE 1NSTRUCTiC31�t5 � . --._._;_.,.,.:,�
MODEL NO. NSSCFF324 �` -'�"-"--------.�}
FiLTRATION 1/16"(.ti62"diameter hoiesj r�� �C �� �
'FLt)W RA"f''E 83.8 gallons per tninute��}�si. ��., � . j s
�'p{� I�trease the tota[dynam�head loss by.05 feet ;
of head to overcome friction loss fratr the fiher i-.---------'"�
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iNSTAUA"tlt3iSi �
The NSSCFF324 C4earFlow is made to fit an the discharge port af any pump with i
a 2-inch NPT discharge,The fiiter can be adapied to�it pumps with a smalier �
diameter d'iseharge.inst�tl the fifter'rn a position wtiere it w�ll be easy to s�rvice. �����.--"'"'"'�v�
i �
• Place a 2-inch Schedule 40 PVC male adapter(M4PT x socket)an the etid of fitte�. f,
� Measure'the amour�t of Schedule 44 PVG�taii sectic�r�)neede�i betwe+�ihe fikter � �'�� l�,
and pu�rep.Cut th�pipe to the desired kngth and insert into it�e pump&filter. � -��
'����
• The�iRer housfng has a 2-inch Cambck coupfing amnectinn to the farc�main. � %�
�C,� L�C1 Nt?7'RE�IfOVE FiLTER iF WlITER L�l.IS A�OYf flL�R CANiSTER � �
. ��
�he length c►#time required between service intervals is uniqu�to every appticatian. �
As such,we recomm�tsd the filtec be checked within 12 months of installation to
determine future service inte�vals.Systems with knawn ar wspected high votume ��'�° �^��''"�""�
�� � e��«fi� �
usage shbuW be checked six mo�ths after i�stailation. - �--°C��-_ ��.�._
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DO NQT USE PI.UMBING WHILE FN.7ER IS REMOVED
. ��e�c�
��1�'�� Df�N4T ALLOW SO�IDS TQ FAU.INtTO FtL.TER CAS� 4 ;�Q�c,os��t
• Unscrew the 4-inch cap and re►nove the screen m the�i�ter housing. "s �e�r�� w
Taking praper protection,ctean the screen using a bose with a spray cannection. "�-� � ����" `� ' `���
• After cieaning,insged the screen#or damage ar ccsrrosion.(Rep{ace if necessary,)
- PGace the screen back into the fitter hau�ing and s�rew khe cap back o+�,taking care {� �
not to cr�s tr�e thresas. �`�w `�' ~��
.� �
QUAUTY
�
Th�fiker housing,cap and coup�ir�g are made of hea�ry-duty ABS injeztron rr�o�ed ;�
p#astic.injeciion malding insures the firsx part made and the te»thousandth part ;°^,�---�-
are virtua�iy#he same,insuriag consistently high qua�rty in every part. �
The staintess steet scr�en fs made af 3161(I�startds fr�r Low-meaning f�w carben� �
316t staink►ss contains molybdent�m,an a�r which increases sErength&hardness Z J
and enhances resist�nce in areas high in satt air and chioride,gi�ing it the nicknarne `
'�►tarine grade'staint�ss steel. r�nn r�a. ; Sw�-�e�ame}fa�r+arroeE
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GOULDS PUMPS
Residential Water Systems
APPLICATIONS MOTOR
Specially designed forthe fo�lowing uses: GeneraL
• Mound 5ystems • Single phase
• Efiiuent/Dosi�g Systems • 60 Nertz
• Low Pressure Pipe Systems • 115and 230 vo�s
• Basement Draining • BuilEin thermal ove�load protedion with automatic reset.
• Heavy Duty Sump/ • Class B inwlation,
Dewaterirg • Oil-filled design.
� High strength carbon steel shaft.
SPECIFICATIONS PE31 Motor.
Pump—General: • .33 HP 3000 RPM
• Discharge�i'�4"NPT • 11 S volts
•Temperature:104°F(40°C1 maximum,continuous when ' �aded pole design
fuily submerged. PE41 Motor:
• Solids handling:Y"maximum sphere. • .40 HP 3400 RPM
•Automatic modets include a float switch. • 11 S and 230 voks
• Manual mode(s available. • PSC design
• Pumping range:see performance chartor curve. PE51 Motor:
PE31 Pump: • .SO I-�3400 RPM
• Maximum capacity:53 GPM • 115 and Z30 vo{ts
• Maximum head:25'TON • PSC design
PE41 Pump:
• Maximum capacity:61 GPM AGENCY LISTINGS
• Maximum head:29'TDN
PE51 Pump: ���
• Maximum capaclty:70 GPM
• Maximum head:3�'TDH C Us
Tested to UL 778 and
CSA 22.2 108 Standards
By Canadian Standards Assaiation
MErERS iEET File#1R38549
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