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- Updated to: August 26, 2015 -
(Includes Amendments Approved on
July 28, 2015)
(Click
HERE for Previous Version of this
Regulation)
CHAPTER E-9
ENVIRONMENTAL PROTECTION ACT
DRINKING WATER AND
WASTEWATER FACILITY OPERATING REGULATIONS
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Pursuant to section 25 of the
Environmental Protection Act
R.S.P.E.I. 1988, Cap. E-9, Council made the following regulations:
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Definitions
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1.(1)
In these
regulations |
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Act
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(a) "Act" means the
Environmental
Protection Act R.S.P.E.I. 1988, Cap. E-9;
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Atlantic Canada
Water &
Wastewater
Voluntary
Certification Board |
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(b) "Atlantic Canada Water and
Wastewater Voluntary Certification Board" means the Board established by the
Atlantic Canada Water and Wastewater Association to classify facilities and to certify the operators of
these facilities; |
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Chief
Public Health
Officer |
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(c)
"Chief Public Health Officer" means the Chief Public Health Officer appointed under
the Public Health Act R.S.P.E.I. 1988, Cap. P-30.1;
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contact hour |
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(d)
"contact hour" means a fifty-minute classroom instruction session or its
equivalent as determined by the Minister; |
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continuing
education unit |
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(e)
"continuing education unit" means 10 hours of participation in a continuing
education program recognized by the Minister; |
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Department
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(f)
"Revoked by (EC463/15); |
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detailed
chemical
analysis |
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(g)
"detailed chemical analysis" means a detailed chemical analysis of a water
quality sample for the chemicals listed in section 2 of Schedule C; |
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direct responsible
charge, or DRC experience |
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(h)
"direct
responsible charge" or "DRC experience" means experience as
an operator having direct responsibility for, and charge of, a process that
controls the effectiveness or efficiency of a facility; |
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facility |
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(i)
"facility" means a public drinking water supply facility, water
treatment facility, water distribution facility, wastewater treatment
facility or wastewater collection facility; |
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facility
classification
certificate |
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(j)
"facility classification certificate" means a facility
classification certificate issued or deemed to have been issued pursuant to
section 2; |
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general
chemical
analysis |
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(k)
"general chemical analysis" means a general chemical analysis of a water
quality sample for the chemicals listed in section 1 of Schedule C; |
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Guidelines
for
Canadian Drinking
Water Quality |
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(l)
"Guidelines for Canadian Drinking Water Quality" means the recommendations
for drinking water quality published by Health Canada; |
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modification |
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(m)
"modification" means an alteration to a facility whereby a new structure or
equipment is added or an existing structure or equipment is eliminated and
the alterations do not change the purpose or function of the facility; |
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operator |
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(n)
"operator" means a person who directs, adjusts, inspects, tests or
evaluates an operation or a process that controls the effectiveness or
efficiency of a facility; |
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operator-in-charge |
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(n.1)
"operator-in-charge" means a person, designated pursuant to
subsection 4(1) or section 4.1, who has direct responsibility for, and
charge of, the overall operation, repair and maintenance of a facility; |
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operator's
certificate |
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(o)
"operator's certificate" means a certificate of qualification issued by the
Minister under Part II; |
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owner |
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(p)
"owner" means a person who owns, operates or maintains a public drinking
water supply facility, small facility or a semipublic drinking water supply
system; |
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public
drinking
water supply
facility |
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(q)
"public drinking water supply facility" means a water supply
facility with five or more service connections that supplies drinking water
to the public; |
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semi-public
drinking water
supply system |
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(r)
"semi-public drinking water supply system" means a water supply
system with limited distribution, not connected to a public drinking water
supply facility, that supplies drinking water to the public; |
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small
public
drinking water
supply facility |
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(s)
Revoked by (EC463/15); |
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small
wastewater collection facility |
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(t)
Revoked by (EC463/15); |
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Standards
Council of Canada |
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(u)
"Standards Council of Canada" means the corporation established by the
Standards Council of Canada Act (Canada); |
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wastewater |
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(v)
"wastewater" means sewage or industrial process water; |
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wastewater
collection facility |
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(w)
"wastewater collection facility" means a publicly or privately owned
facility for the collection or transmission of wastewater; |
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wastewater
treatment facility |
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(x)
"wastewater treatment facility" means a publicly or privately owned facility
for the treatment and disposal of wastewater, but does not include an
on-site sewage disposal system; |
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water
distribution
facility |
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(y)
"water distribution facility" means a publicly or privately owned facility
for the production, collection, storage and transmission of drinking water; |
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water
treatment
facility |
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(z)
"water treatment facility" means a publicly or privately owned facility for
the treatment of drinking water, but does not include water treatment
equipment used in private residences or a bottled water treatment facility.
(EC463/15) |
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Application |
(2)
Sections 2 to 19 apply only in respect of a facility that is either owned or
operated by a municipality. |
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Repeal |
(3) This subsection and subsection (2) are repealed on January 1, 2006. |
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PART I |
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FACILITY CLASSIFICATION |
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Facility
classification
certificate |
2.
(1) No owner of a facility
shall operate the facility, or permit it to be operated, unless
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(a)
a facility classification certificate has been issued for the facility under
this section; or |
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(b)
a facility classification certificate is deemed to have been issued for the
facility under subsection 3(2). |
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Application for a
facility
classification
certificate |
(2) An
application for a facility classification certificate shall be made on a form
approved by the Minister. |
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Issuance of facility
classification
certificate |
(3)
After reviewing an application for a facility classification certificate, the
Minister shall |
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(a)
classify the facility in accordance with section 3; and |
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(b)
issue a facility classification certificate to the owner of the facility
that specifies the class level of the facility. |
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Reclassification |
(4)
Where the Minister determines at any time that a facility requires
reclassification based on changes in the condition or circumstances of the
facility, the Minister may advised the owner of the facility of the
Minister's determination in writing and issue a new facility classification
certificate for the facility to the owner of the facility. |
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Validity of
certificate |
(5)
WiA facility classification certificate is valid unless or until it is revoked
or replaced by the Minister. |
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New classification
facility certificate |
(6)
Revoked by (EC463/15). (EC463/15) |
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Criteria for
classification |
3. (1) The Department
shall classify a facility in accordance with Schedule A to these
regulations, which forms part of these regulations.
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Deemed
classification and
certification
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(2)
Where, before the date this section comes into force, a facility was
classified by the Atlantic Canada Water and Wastewater Voluntary
Certification Board, a facility classification certificate is deemed to have
been issued for the facility under these regulations, and the facility is
deemed to have been classified under these regulations at the class level
equivalent to that assigned by the Atlantic Canada Water and Wastewater
Voluntary Certification Board. (EC463/15) |
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PART II |
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OPERATOR CERTIFICATION |
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Operator's
certification
requirement |
4.
(1) Every owner of a facility for which a facility classification
certificate has been issued, or is deemed to have been issued, shall
designate, as the operator-in-charge of the facility, an operator who holds, or is deemed
to hold, a valid operator's certificate of a classification that is
equivalent to or greater than the classification assigned to the facility. |
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Level of
classification
required |
(2)
No person shall act as the operator-in-charge of a facility unless |
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(a) the person holds, or is deemed to hold, a valid operator's certificate
of a classification that is equivalent to or greater than the
classification assigned to the facility; or |
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(b) the person holds a valid temporary permit issued under subsection (3). |
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Temporary permit |
(3)
Where the classification of a facility has been upgraded above the
classification of the operator-in-charge of the facility, the Minister may
issue a temporary permit to the operator-in-charge that authorizes him or
her to act as the operator-in-charge of the facility for the period specified in the permit. |
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Deemed
certification |
(4)
Where, before the date this section comes into force, an operator was
certified by the Atlantic Canada Water and Wastewater Voluntary
Certification Board, the operator is deemed, until the expiry of the
certification, to hold an operator's certificate under these regulations
with a classification level equivalent to that assigned by the Atlantic
Canada Water and Waste Water Voluntary Certification Board. |
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Certification
outside the province |
(5)
An operator who has been certified outside the province by an equivalent
certifying agency, and who produces information requested by the Minister,
may be issued an operator's certificate, under these regulations. |
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Exception
Class A facility |
4.1 Notwithstanding section 4, the owner of a Class A water
distribution facility may designate as the operator-in-charge of the
facility a person who holds |
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(a) a valid certificate of qualification or permit in the plumbing trade
issued under the Apprenticeship and Trades Qualifications Act R.S.P.E.I.
1988, Cap. A-15.2; and |
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(b) a valid plumbing contractor's license issued under A Code for Plumbing
Services Regulations (EC666/86), |
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and that person may act as the operator-in-charge of the facility.
(EC463/15) |
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Exception,
wastewater collection facility |
(2)
Notwithstanding section 4, the owner of a Class I wastewater collection
facility that serves less than 250 persons may designate as the
operator-in-charge of the facility a person who holds a Class B operator's
certificate and that person may act as the operator-in-charge of the
facility.
(EC463/15) |
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Transitional, small facility operator's
certificate |
4.2 A person who, immediately
before the date this section comes into force, holds a small facility
operator's certificate is deemed on the coming into force of this section to
hold a Class B operator's certificate, until the date of expiry of the
original certificate, unless it is sooner deemed invalid under these
regulations.
(EC463/15) |
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Operator's
certificate |
5.
(1) The Minister shall, on application made on a form approved by the
Minister, issue an operator's certificate to an applicant, or renew the
operator's certificate of an applicant, who satisfies the requirements of
these regulations. |
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Duration of
operator's
certificate |
(2)
An operator's certificate that is issued or renewed under subsection (1) is
valid for four years from the date of issuance. |
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Renewal of
operator's
certificate |
(3)
A person who holds an operator's certificate may apply to the Minister to
have it renewed on its expiry. |
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Proof of continuing
education units |
(4)
A person who applies to renew an operator's certificate shall provide proof,
satisfactory to the Minister, |
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(a) if the application is to renew a Class I or Class II operator's
certificate, that the person has successfully completed at least 2.4
continuing education units since the date the operator's certificate was
last issued to or renewed for the person; or |
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(b) if the application is to renew a Class III or Class IV operator's
certificate, that the person has successfully completed at least 4.8
continuing education units since the date the operator's certificate was
last issued to or renewed for the person. |
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Requirements for
operator's
certification |
(5)
An applicant for a particular type or class of operator's certificate shall
satisfy the educational and operating experience requirements for that type
or class of operator's certificate that are prescribed in Schedule B of
these regulations. |
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Substitutions for
education or
operating
experience |
(6)
Notwithstanding subsection (5), where an applicant fails to meet the
educational or operating requirements prescribed in Schedule B, the Minister
may accept substitutions for education or operating experience, if they are
within the limits prescribed in Schedule B regarding substitutions. |
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Examination |
(7)
In order to be certified to operate a particular type of facility for which
a facility classification certificate has been issued, or is deemed to have
been issued, an applicant shall |
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(a) write an examination approved by the Minister; and |
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(b) achieve a pass mark established by the Minister. |
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Maintenance of
operator's
certificate |
(8)
Every operator who terminates employment at a facility that is subject to
these regulations may maintain the operator's certificate for up to two
years after the termination on payment of the renewal fee. |
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Invalid operator's
certificate |
(9)
Where an operator's certificate has been maintained for two years after the
termination under subsection (8), the operator's certificate is deemed
invalid at the end of the two-year period. |
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Reinstatement of
operator's
certificate |
(10) Where an operator's certificate has been deemed invalid under
subsection (9), the former operator may have the operator's certificate
reinstated where |
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(a) proof, satisfactory to the Minister, of the former operator's
competency is presented to the Minister; and |
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(b) the former operator successfully completes an examination approved by
the Minister. |
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Fee - application
for examination |
(11) An applicant who applies for an examination under subsection (7) or
(10) shall pay a fee of $50. |
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Fee - renewal
application |
(12) An applicant who applies for renewal of a operator's certificate under
subsection (1) shall pay a fee of $20. |
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PART III |
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DRINKING
WATER SUPPLY FACILITY
MONITORING REQUIREMENTS |
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Application |
6.
This Part applies to all public drinking water supply facilities and
semi-public drinking water supply systems. |
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Registration of
public drinking
water supply
facility |
7.
(1) No person shall operate a public drinking water supply facility or a
semi-public drinking water supply system unless the public drinking water
supply facility or semi-public drinking water supply system is registered
with the Minister.
(EC463/15) |
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Idem
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(2)
A person may register with the Minister a public drinking water supply
facility or a semi-public drinking water supply system by submitting to the
Minister a completed registration application in a form approved by the
Minister.
(EC463/15) |
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Assessment of
monitoring results |
8.
The assessment of water quality monitoring results under this Part shall be
based on the recommendations in the most recent version of the Guidelines
for Canadian Drinking Water Quality, or, where no such guidelines exist, on
the advice of the Chief Public Health Officer.
(EC463/15) |
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Monitoring
frequency - semi -public drinking
water supply system |
9.
Subject to subsection 12(1), the owner of a semi-public drinking water
supply system shall ensure that water quality samples are |
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(a)
collected and analyzed for the presence of coliform bacteria and E. coli at
least once per quarter each year; and |
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(b)
collected from each source of supply and subjected to a general chemical
analysis at least once every three years.
(EC463/15) |
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Monitoring
frequency - small
public drinking
water supply
facility |
10.
(1) Subject to subsection 12(2), the owner of a public drinking water supply facility
classified as a Class B water distribution facility shall ensure that
water quality samples are |
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(a)
collected from each source of supply, and from at least two sites within the
distribution system, and analysed for the presence of coliform bacteria and
E.coli at least once per quarter each year; and |
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(b)
collected from each source of supply and subjected to a general chemical
analysis at least once every three years.
(EC463/15) |
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Idem |
(2)
Subject to subsection 12(3), the owner of a public drinking water supply facility
classified as a Class A water distribution facility shall ensure that
water quality samples are |
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(a)
collected from each source of supply, and from at least one site within the
distribution system, and analysed for the presence of coliform bacteria and
E.coli at least once per quarter each year; and |
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(b)
collected from each source of supply and subjected to a general chemical
analysis at least once every three years.
(EC463/15) |
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Monitoring
frequency -
chlorinated public
drinking water |
11.
(1) The owner of a public drinking water supply facility where a free
chlorine residue of 0.1 milligrams per litre or more is maintained in the
distribution system shall ensure that sampling is conducted such that the
interval between the collection of water quality samples from the
distribution system does not exceed two weeks and that |
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(a)
a minimum of four water quality samples per month or, where the population
served exceeds 5,000, one water quality sample per month for every 1,000
persons served, is collected from the distribution system and analyzed for
the presence of coliform bacteria and E.coli; |
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(b)
a minimum of one water quality sample per month is collected from each
source of supply and analyzed for the presence of coliform bacteria and
E.coli; |
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(c)
a minimum of one water quality sample per year is collected from each source
of supply and analyzed for a general chemical analysis; |
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(d)
a minimum of one water quality sample every three years is collected from
each source of supply and analyzed for a detailed chemical analysis; |
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(e)
a minimum of one measurement per week is made of the disinfection residue at
representative points within the distribution system, and that the results
are recorded and available for inspection by the Department; and |
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(f)
any other minimum water quality sampling requirements as directed by the
Department. |
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Monitoring
frequency -nonchlorinated
public
drinking water |
(2)
The owner of a public drinking water supply facility classified as a Class
I, II, III or IV water distribution facility or water treatment facility
where a free chlorine residue of 0.2 milligans per litre is not maintained within the
distribution system shall ensure that sampling is conducted such that the
interval between the collection of water quality samples from the
distribution system does not exceed one week and that |
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(a)
a minimum of four water quality samples per month or, where the population
served exceeds 5,000, one water quality sample per month for every 1,000
persons served, is collected from the distribution system and analyzed for
the presence of coliform bacteria and E.coli; |
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(b)
a minimum of one water quality sample per week is collected from each source
of supply and analyzed for the presence of coliform bacteria and E.coli; |
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(c)
a minimum of one water quality sample per year is collected from each source
of supply and subjected to a general chemical analysis; and |
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(d)
a minimum of one water quality sample every three years is collected from
each source of supply and subjected to a detailed chemical analysis. |
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Seasonal operation,
semi-public system |
12.
(1) Where a semi-public drinking water supply system is not operated
year round, the owner shall ensure that, prior to resuming operations, water
quality samples are collected and analysed for the presence of coliform
bacteria and E.coli. |
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Seasonal
operation, public supply facility |
(2)
Where a public drinking water supply facility classified as a Class B water
distribution facility is not operated year round, the owner shall ensure
that, prior to resuming operations, water quality samples are collected from
each source of supply, and from at least two sites within the distribution
system, and analysed for the presence of coliform bacteria and E.coli. |
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Idem |
(3) Where a public drinking water supply facility classified as a Class A
water distribution facility is not operated year round, the owner shall
ensure that, prior to resuming operations, water quality samples are
collected from each source of supply, and from at least one site within the
distribution system, and analysed for the presence of coliform bacteria and
E.coli. (EC463/15) |
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Use of accredited
laboratory |
13.
(1) The owner of a public drinking water supply facility or a semipublic
drinking water supply system shall ensure that water quality samples
collected as a requirement of these regulations are analyzed by a laboratory
accredited by the Standards Council of Canada or by an equivalent
accreditation body. |
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Reporting of results
from laboratories
other than PEI
Analytical
Laboratories |
(2) Where
a water quality sample is analyzed by a laboratory other than the PEI
Analytical Laboratories, the owner shall submit the results of the analysis
to the Minister within five working days of the receipt of the analysis. |
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Notification to
Department of
results |
(3)
Where a water quality sample is analyzed by a laboratory other than the PEI
Analytical Laboratories and where the results of the analysis indicate the
presence of E.coli, the owner shall notify the Minister immediately by
telephone or facsimile. (EC463/15) |
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Reporting to
customers |
14.
(1) The owner of a public drinking water supply facility shall report,
in summary form, the results of water quality analyses required by these
regulations to the customers of the public drinking water supply facility,
at least once a year. |
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Record retention |
(2)
The owner of a public drinking water supply facility or semipublic drinking
water supply system shall ensure that a record of all water quality analyses
required under these regulations is maintained for a period of at least five
years. |
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PART
IV |
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WASTEWATER TREATMENT FACILITY
MONITORING REQUIREMENTS |
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Wastewater
treatment facilities |
15.
This Part applies to all wastewater treatment facilities. |
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Registration of
wastewater
treatment facility |
16.
(1) No person shall operate a wastewater treatment facility unless the
wastewater treatment facility is registered with the Department. |
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Idem |
(2)
A person may register with the Department a wastewater treatment facility by
submitting to the Department a completed registration application in a form
approved by the Department. |
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Analysis of
wastewater samples |
17.
(1) The owner of a Class I wastewater treatment facility shall ensure
that samples of treated wastewater are collected and analyzed for |
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(a)
biological oxygen demand, suspended solids and fecal coliform bacteria on a
quarterly basis per year; |
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(b)
ammonia, total phosphorous and total nitrogen on a yearly basis; and |
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(c) any other water quality sampling requirements directed by the
Minister. |
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Class II or III
wastewater
treatment facilities |
(2)
The owner of Class II, Class III or Class IV wastewater treatment facility
shall ensure that samples of treated wastewater are collected and analyzed
for |
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(a)
biological oxygen demand, suspended solids and fecal coliform bacteria on a
monthly basis; |
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(b)
ammonia, total phosphorous and total nitrogen on a yearly basis; and |
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(c)
any other water quality sampling requirements directed by the Department.
(EC463/15) |
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Use if accredited
laboratory |
18.
(1) The owner of a wastewater treatment facility shall ensure that
wastewater quality samples collected as a requirement of these regulations
are analyzed by a laboratory accredited by the Standards Council of Canada
or by an equivalent accreditation body. |
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Reporting of results
from laboratories
other than PEI
Analytical
Laboratories |
(2) Where
a wastewater quality sample is analyzed by a laboratory other than the PEI
Analytical Laboratories, the owner shall submit the results of the analysis
to the Minister within five working days of the receipt of the analysis.
(EC463/15) |
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Reporting to
customers |
19.
(1) The owner of a wastewater treatment facility shall report, in summary
form, the results of wastewater analyses required by these regulations to
the customers of the wastewater treatment facility, at least once a year. |
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Record retention |
(2)
The owner of a wastewater treatment facility shall ensure a record of all
wastewater analyses required under these regulations is maintained for a
period of at least five years. |
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PART V |
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WELL
FIELD PROTECTION REQUIREMENTS |
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Submission of well
field protection plan |
20.
(1) Where a municipality is the owner of a public drinking water supply
facility, the municipality shall, on or before January 1, 2006, develop and
submit to the Minister for approval, a well field
protection plan for the protection of the principal sources of drinking
water supply of the municipality, including any well fields or wells that
collectively provide two-thirds or more of the overall drinking water demand
of the serviced area of the municipality. |
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Capture zones |
(2)
For the purposes of subsection (3), the Department |
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(a)
may identify any areas of a municipality or the province as a 250-day,
5-year or 25-year capture zone of the well field of a municipality; |
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(b)
shall advise the municipality of any capture zones the Minister identifies
pursuant to clause (a); and |
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(c)
may direct the municipality to take into consideration in the development of
its well field protection plan such potential sources of contamination as
the Minister considers appropriate. |
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Contents of plan |
(3)
A well field protection plan shall include |
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(a)
a description of the proposed measures, including zoning bylaws, legally
binding agreements, or the purchase or lease of sensitive lands, that the
municipality intends to implement to prevent the contamination of ground
water within any capture zone that has been identified by the Minister for
the well field; |
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(b)
an emergency response plan or contingency plan to address accidental
releases of contaminants or other unplanned events that may threaten the
quality of ground water within any capture zone that has been identified by
the Minister for the well field; |
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(c)
a copy of a map describing the area that includes the capture zones that
have been identified by the Minister and that shows the boundaries of any
land use control zones proposed for the protection of ground water quality; |
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(d)
an inventory of all non-conforming land uses or activities identified within
any capture zone that has been identified by the Minister for the well
field; |
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(e)
a description of measures and time frames proposed to address existing
non-conforming land uses or activities within any capture zone that has been
identified by the Minister for the well field; |
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(f)
a description of any present or future bylaws intended for the control,
restriction or elimination of future non-conforming land uses or activities
within any capture zone of the well field that has been identified by the
Minister for the well field. |
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Approval |
(4)
After reviewing a well field protection plan submitted by a municipality in
accordance with this section, the Minister may provide a written approval of
the plan to the municipality if, in the opinion of the Minister, the plan
will, on implementation, provide adequate protection for the drinking water
supply of the municipality. |
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Implementation
schedule |
(5)
In a written approval provided under subsection (4), the Minister |
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(a)
shall set out the date by which the implementation of all or a part of a
well field protection plan must be completed; and |
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(b)
may attach such conditions to the approval as the Minister considers
appropriate. |
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Duty to implement |
(6)
A municipality shall complete the implementation of an approved well field
protection plan, or a part of such a plan, on or before the later of |
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(a)
the completion date specified on the written approval; or |
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(b)
the completion date specified in the most recent written extension granted
under subsection (7). |
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Extensions |
(7)
On application, the Minister may, in writing grant an extension, extend the
date for the completion of all or a part of an approved well field
protection plan. |
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Report |
(8)
A municipality shall, within 90 days of completing the implementation of an
approved well field protection plan, submit to the Minister a written
report containing such information as the Minister may require respecting
the implementation of the approved plan. |
|
Completion |
(9)
For the purposes of this section, the implementation of an approved well
field protection plan is deemed to be completed where the bylaws, agreements
and other measures of the plan referred to in clauses (3)(a), (e) and (f)
have been enacted, entered into or otherwise completed, as the case may be.
(EC463/15) |
|
Commencement |
21.
(1) Subject to subsections (2), (3) and (4), these regulations come into
force on December 18, 2004. |
|
Idem |
(2)
Section 4 of these regulations comes into force on April 1, 2005. |
|
Idem |
(3)
The following provisions of these regulations come into force on January 1,
2005: |
|
|
|
(a)
subsection 7(1); |
|
|
|
(b)
sections 8 to 14; |
|
|
|
(c)
subsection 16(1); |
|
|
|
(d)
sections 17 to 19. |
|
Idem |
(4)
Section 20 of these regulations comes into force on January 1, 2006. |
| |
SCHEDULE A |
| |
CLASSIFICATION OF FACILITIES |
|
|
1. A facility shall be classified as one of the following types: |
|
|
|
(a)
water treatment facility (WT); |
|
|
|
(b)
water distribution facility (WD); |
|
|
|
(c)
wastewater treatment facility (WWT); |
|
|
|
(d)
wastewater collection facility (WWC). |
|
|
(2) A public drinking water supply facility shall be classified as a water
distribution facility unless a chemical other than chlorine is added to the
water supplied, in which case it shall be classified as a water treatment
facility. |
|
|
(3) A wastewater facility with only collection, lift stations and chlorination
shall be classified as a wastewater collection facility. |
|
|
2. (1) Subject to sections 3, 4 and 5, a water distribution facility or
wastewater collection facility shall be classified as Class A, B, I, II, III or
IV based on the number of service connections the facility has or the size
of
the population served by the facility, in accordance with Table 1. |
|
|
(2) A water treatment facility or wastewater treatment facility shall be
classified as Class I, II, III or IV based on the number of points assigned
to it under Table 2 or 3, as the case may be. |
|
|
3. Class A and Class B apply only to public drinking water
supply facilities classified as water distribution facilities that are not
owned by a municipality. |
|
|
4. A public drinking water supply
facility classified as a water distribution facility that is not owned by a
municipality, has more than 150 service connections and supplies a
campground, is deemed to be a
Class B facility. |
|
|
5. A public drinking water supply facility classified as a
water distribution facility that serves less than 500 persons but does not meet
the criteria for Class A or Class B is deemed to be a Class I facility. |
|
|
6. (1) A facility that was, immediately before the date this
subsection comes into force defined as a small public drinking water supply
facility is, on the coming into force of this subsection, deemed to be |
|
|
|
(a) where the facility is not owned by a municipality
and has 5 to 20 service connections, a Class A water distribution facility; |
|
|
|
(b) where the facility is not
owned by a municipality and has more than 20 but less than 150 service
connections, a Class B water distribution facility; |
|
|
|
(c) where neither clause (a) nor (b) apply, a Class I
waterdistribution facility. |
|
|
(2) A wastewater collection facility that was,
immediately before the date this subsection comes into force, defined as a small
wastewater collection facility is, on the coming into force of this subsection,
deemed to be a Class I
wastewater collection facility. (EC463/15) |
|
|
TABLE 1
FACILITY CLASSIFICATION SYSTEM |
|
Facility |
Units |
Class A |
Class B |
Class
I |
CLASS
II |
CLASS
III |
CLASS
IV |
|
WT |
Range of
Points |
N/A |
N/A |
30 or less |
31-55 |
56-75 |
76 &
greater |
|
WD |
Service Connections |
5 - 20 |
21 - 150 |
N/A |
N/A |
N/A |
N/A |
|
|
Population
served |
N/A |
N/A |
500 - 1500 |
1,500 - 15,000 |
15,001 - 50,000 |
> 50,000 |
|
WWT |
Range of
points |
N/A |
N/A |
30 or less |
31 - 55 |
56 - 75 |
>75 |
|
WWC* |
Population
served |
N/A |
N/A |
1,500 or less |
1,501 -
15,000 |
15,001 -
50,000 |
>50,000 |
|
|
|
TABLE 2
POINT SYSTEM
CLASSIFICATION OF
WATER TREATMENT FACILITIES (WT):
|
|
The addition of any chemical, other than chlorine,
to a public drinking water supply facility shall be considered water
treatment and the person in direct responsible charge should use this
rating worksheet to determine the classification of the facility. Each
unit process shall have points assigned only once.
|
|
Item |
Points |
|
Size
(2 points minimum to 20 points maximum) |
| |
Maximum population or
parts served, peak day (1 point minimum to 10 points maximum) |
1 point per
10,000 persons
or fraction |
| |
Design flow average day
or peak month's part flow average day, whichever is larger (1 point
minimum to 10 points maximum) |
1 point per
4,546 m3/d or fraction |
|
Water
supply sources |
| |
Groundwater |
3 |
| |
Groundwater under the
influence of surface water |
5 |
| |
Surface water |
5 |
| |
Average raw water
quality varies enough to require treatment changes 10% of the time |
2 - 10 |
|
|
• Little or no variation |
0 |
|
|
• High variation. Raw
water quality subject to periodic serious industrial waste pollution |
10 |
| |
Raw water quality is
subject to or has elevated: |
|
|
|
• Taste and/or odor
levels |
3 |
|
|
• Color levels |
3 |
|
|
• Iron and/or manganese
levels |
5 |
|
|
• Turbidity levels |
5 |
|
|
•
Coliform and/or fecal counts |
5 |
|
|
•
Algal growths |
5 |
| |
Raw
water quality is subject to periodic: |
|
|
|
•
Industrial and commercial waste pollution |
5 |
|
|
•
Agricultural pollution |
5 |
|
|
•
Urban runoff, erosion, and storm water pollution |
3 |
|
|
•
Recreational use (boating, fishing, etc.) |
2 |
|
|
•
Urban development and residential land use pollution |
2 |
|
Chemical treatment/addition process |
| |
Fluoridation |
5 |
| |
Disinfection |
|
|
|
•
Gaseous chlorine |
5 |
|
|
•
Liquid or powdered chlorine |
5 |
|
|
•
Chlorine dioxide |
5 |
|
|
•
Ozonization (on-site generation) |
10 |
| |
pH adjustment* (Calcium
carbonate, carbon dioxide, hydrochloric acid, calcium oxide, calcium
hydroxide, sodium hydroxide, sulfuric acid, other) |
5 |
| |
Stability or corrosion control (Calcium oxide, calcium hydroxide,
sodium carbonate, sodium hexametaphosphate, other) |
10 |
|
Coagulation
and flocculation process |
| |
Chemical addition (1 point for each type of chemical coagulant added,
maximum 5 points) (Aluminium sulfate, bauxite, ferrous sulfate, ferric
sulfate, calcium oxide, bentonite, calcium carbonate, carbon dioxide,
sodium silicate, other) |
5 |
| |
Rapid mix units |
|
|
|
•
Mechanical mixers |
3 |
|
|
•
Injection mixers |
2 |
|
|
•
In-line blender mixers |
2 |
| |
Flocculation tanks |
|
|
|
•
Hydraulic flocculators |
2 |
|
|
•
Mechanical flocculators |
3 |
|
Clarification/sedimentation
process |
| |
Horizontal-flow (rectangular basins) |
5 |
| |
Horizontal-flow (round basins) |
7 |
| |
Up-flow solid-contact sedimentation |
15 |
| |
Inclined-plate sedimentation |
10 |
| |
Tube sedimentation |
10 |
| |
Dissolved air flotation |
30 |
|
Filtration
process |
| |
Single media filtration |
3 |
| |
Dual or mixed media filtration |
5 |
| |
Microscreens |
5 |
| |
Diatomaceous earth filters |
5 |
| |
Cartridge filters |
5 |
| |
Slow sand filters |
5 |
| |
Direct filtration |
5 |
| |
Pressure or greens and filtration |
20 |
|
Other
treatment processes |
| |
Aeration |
3 |
| |
Packed tower aeration |
5 |
| |
Ion-exchange/softening |
5 |
| |
Lime-soda ash softening |
20 |
| |
Copper sulfate treatment |
5 |
| |
Powdered activated carbon |
5 |
|
Special
processes (reverse osmosis, electrodialysis, other) |
15 |
|
Residuals
disposal |
| |
Discharge to lagoons |
5 |
| |
Discharge to lagoons and then to raw water source |
8 |
| |
Discharge to raw water source |
10 |
| |
Disposal to sanitary sewer |
3 |
| |
Mechanical dewatering |
5 |
| |
On-site disposal |
5 |
| |
Land application |
5 |
| |
Solids composting |
5 |
|
Facility
characteristics |
| |
Instrumentation |
|
|
|
•
The use of SCADA or similar instrumentation systems to provide data
with no process operation |
0 |
|
|
•
The use of SCADA or similar instrumentation systems to provide data
with limited process operation |
2 |
|
|
•
The use of SCADA or similar instrumentation systems to provide data
with moderate process operation |
4 |
|
|
• The use of SCADA or
similar instrumentation systems to provide data with extensive or
total process operation |
6 |
| |
Clearwell size less than average day design flow |
5 |
|
|
Water
Treatment Definitions
Aeration
The process of adding air to water. Air is added to water by passing air
through water or passing water through air.
Diatomaceous earth filters
A filter technology using a thin layer of diatomaceous earth (a fine,
siliceous material) that is deposited on a porous plate to serve as a
filter. A good technology for smaller systems because of its relative
simplicity of units and maintenance requirements.
Direct
filtration
A filtration process where the sedimentation stage of conventional
filtration is omitted. Filtration is performed directly after the
flocculation stage of treatment. A filter aid is usually added before
filtration.
Dissolved air flotation
The process of solids removal whereby dissolved air is added to the
clarifier from the bottom of the basin and the air raises suspended
particles to the top of the water where the particles are removed by
skimming.
Electrodialysis
The process where brackish water flows between alternating
cationpermeable and anion-permeable membranes. A direct electronic current
provides the motive force to cause ions to migrate through the membranes and
either react to create a gas or remain in a separate solution as brine
wastewater.
Horizontal-flow
A flow of water in a horizontal direction through a rectangular or round
sedimentation and clarification basin, as opposed to the vertical or upward
flow that is found in a solids-contact clarifier.
Injection mixers
The use of perforated tubes or nozzles to disperse the coagulant into
the water being treated. Provides uniform distribution of the coagulant over
the entire basin. Generally sensitive to flow changes and may require
frequent adjustments to produce the proper amount of mixing.
In-line blender mixers
Used for coagulant mixing where coagulant is added through a diffuser in
a pipe directly to water being treated. Provides rapid dispersion of the
coagulant without significant heat loss. Energy consumption is less than a
comparable mechanical mixer.
Mechanical dewatering
The use of mechanical devices such as centrifuges and rotational mechanisms
to force the separation of solids (sludge) from liquids (water).
Mechanical mixers
These are paddles, turbines, and propellers frequently used in coagulation
facilities. Mechanical mixers use electrical energy for mixing the coagulant
with the water being treated.
pH
adjustment
The alteration of the pH of the raw water or pretreated water by
mechanical or chemical procedures to enhance the performance of the
treatment process.
Reverse osmosis
The passage of water from a concentrated solution through a
semipermeable membrane to fresh water with the application of pressure.
SCADA
instrumentation
The Supervisory Control And Data Acquisition system is a computerbased
system that monitors and controls remote water facility sites. A SCADA
master control is typically located in a dedicated control centre or
treatment facility control room. Remote sites are equipped with remote
terminal units to gather information and issue instructions from the master
station.
Solids
composting
The mixing of sludge with decaying organic material for eventual use as
fertilizer.
Stability or corrosion control
The removal of dissolved gases, treatment of the finished water to make
it noncorrosive, and the building of protective coating inside the pipe.
Tube
sedimentation
Tube settlers or high rate settlers are placed in rectangular or
circular basins. Water enters the inclined settler tubes and is directed
upward through the tubes. Each tube functions as a shallow settling basin.
Particles collect on the inside surfaces of the tubes or settle to the
bottom of the basin.
Up-flow solid-contact sedimentation
A unit that combines the coagulation, flocculation, and sedimentation
processes into a single basin, which is either rectangular or circular in
shape. Flow is an upward direction through a sludge blanket or slurry of
flocculated, suspended solids.
Urban
runoff
During dry periods, oil, grease, gasoline, and other residues accumulate
on paved surfaces. During a storm, this material is washed into local
receiving water from roadway storm drainage systems. Urban runoff also
contains animal droppings from pets and fertilizers used for landscaping,
the residues of which contribute to taste and odor complaints in drinking
water. |
|
TABLE 3
POINT SYSTEM
CLASSIFICATION OF WASTEWATER
TREATMENT FACILITIES (WWT) |
|
A wastewater facility with
only collection, lift stations, and chlorination is considered a
collection system and not a wastewater treatment facility. Each unit
process shall have points assigned only once. |
|
Item |
Points |
|
Size
(2 points minimum to 20 points maximum) |
| |
Maximum population
equivalent (PE) or part served, peak day (1 point minimum to 10 points
maximum) |
1 point per
10,000 persons |
| |
Design flow average day
or peak month's part flow average day, whichever is larger (1 point
minimum to 10 points maximum) |
1 point per
4,546 m3/d |
|
Variation
in raw waste (0 points minimum to 6 points maximum)¹ |
| |
Variations do not
exceed those normally or typically expected |
0 |
| |
Recurring deviations or excessive variations of
100 to 200% in strength and/or flow |
2 |
| |
Recurring deviations or excessive variations of
more than 200% in strength and/or flow |
4 |
| |
Raw wastes subject to toxic waste discharges |
6 |
| |
Impact of septage or truck-hauled waste (0 points
minimum to 4 points maximum) |
|
|
Preliminary
treatment |
| |
Facility pumping of main flow |
3 |
| |
Screening, comminution |
3 |
| |
Grit removal |
3 |
| |
Equalization |
1 |
|
Primary
treatment |
| |
Clarifiers |
5 |
| |
Imhoff tanks or similar |
5 |
|
Secondary
treatment |
| |
Fixed-film reactor |
10 |
| |
Activated sludge |
15 |
| |
Stabilization ponds without aeration |
5 |
| |
Stabilization ponds with aeration |
8 |
|
Tertiary
treatment |
| |
Polishing ponds for advanced waste treatment |
2 |
| |
Chemical/physical advanced waste treatment
without secondary treatment |
15 |
| |
Chemical/physical advanced waste treatment
following secondary |
10 |
| |
Biological or chemical/biological advanced waste
treatment |
12 |
| |
Nitrification by designed extended aeration only |
2 |
| |
Ion exchange for advanced waste treatment |
10 |
| |
Reverse osmosis, electrodialysis and other
membrane filtration techniques |
15 |
| |
Advanced waste treatment chemical recovery,
carbon regeneration |
4 |
| |
Media filtration |
5 |
|
Additional
treatment processes |
| |
Chemical additions (2 points each for a maximum
of 6 points) |
6 |
| |
Dissolved air flotation (for other than sludge
thickening) |
8 |
| |
Intermittent sand filter |
2 |
| |
Recirculating intermittent sand filter |
3 |
| |
Microscreens |
5 |
| |
Generation of oxygen |
5 |
|
Solids
handling |
| |
Solids stabilization |
5 |
| |
Gravity thickening |
2 |
| |
Mechanical dewatering of solids |
8 |
| |
Anaerobic digestion of solids |
10 |
| |
Utilization of digester gas for heating or cogeneration |
5 |
| |
Aerobic digestion of solids |
6 |
| |
Evaporative sludge drying |
2 |
| |
Solids reduction (including incineration, wet oxidation) |
12 |
| |
On-site landfill for solids |
2 |
| |
Solids composting |
10 |
| |
Land application of biosolids by contractor |
2 |
| |
Land application of biosolids under direction of operator-in-charge |
10 |
|
Disinfection
(0 points minimum to 10 points maximum) |
| |
Chlorination or ultraviolet irradiation |
5 |
| |
Ozonation |
10 |
|
Effluent
discharge (0 points minimum to 10 points maximum) |
| |
Mechanical post aeration |
2 |
|
|
• Direct recycle and reuse |
6 |
|
|
• Land treatment and disposal (surface or
subsurface) |
4 |
|
Instrumentation
(0 points minimum to 6 points maximum) |
| |
The use of SCADA or similar instrumentation
systems to provide data with no process operation |
0 |
| |
The use of SCADA or similar instrumentation
systems to provide data with limited process operation |
2 |
| |
The use of SCADA or similar instrumentation
systems to provide data with moderate process operation |
4 |
| |
The use of SCADA or similar instrumentation
systems to provide data with extensive or total process operation |
6 |
|
Laboratory
control (0 points minimum to 15 points maximum)² |
| |
Bacteriological/biological (0 points minimum to 5 points maximum) |
|
|
• Lab work done outside the facility |
0 |
|
|
• Membrane filter procedures |
3 |
|
|
• Use of fermentation tubes or any dilution
method; fecal coliform determination |
5 |
|
Chemical/physical (0 points minimum to 10 points
maximum) |
|
|
• Lab work done outside the facility |
0 |
|
|
• Push-button or visual methods for simple tests
such as pH, settleable solids |
3 |
|
|
• Additional procedures such as DO, COD, BOD, gas
analysis, titrations, solids, volatile content |
5 |
|
|
• More advanced determinations such as specific
constituents; nutrients, total oils, phenols |
7 |
|
|
• Instrumentation such as atomic absorption, gas
chromatography |
10 |
|
1. The key concept is frequency and/or intensity
of deviation or excessive variation from normal or typical
fluctuations; such deviation can be in terms of strength, toxicity,
shock loads, inflow/infiltration, with points from 0 to 6. |
|
2. The key concept is to credit laboratory
analyses done on-site by facility personnel, under the direction of
the operator-in-charge, with points from 0 to 15. |
|
|
Wastewater Treatment Definitions
The
following definitions are provided for the interpretation of Table 3 of
Schedule A.
Activated sludge
The wastewater treatment by aeration of suspended organisms followed by
clarification, including extended aeration, Intermittent Cycle Extended
Aeration System (ICEAS), and other similar processes. A sequencing batch
reactor with the purpose of providing this form of treatment is rated under
this category.
Biological or chemical and biological advanced waste treatment
The advanced treatment of wastewater for nutrient removal, including
nitrification, denitrification, or phosphorous removal using biological or
chemical processes or a combination. If the facility is designed to nitrify
based solely on detention time in an extended aeration system, only the
points for nitrification by designed extended aeration shall be given.
Chemical addition/Pretreatment
The addition of a chemical to wastewater at an application point for the
purposes of adjusting pH or alkalinity, improving solids removal,
dechlorinating, removing odors, providing nutrients, or otherwise enhancing
treatment, excluding chlorination for the disinfection of effluent and the
addition of enzymes or any process included in the tertiary treatment
chemical and physical processes. The capability to add a chemical at
different application points for the same purpose is rated as one
application; the capability to add a chemical or chemicals to dual units is
also rated as one application. The capability to add a chemical at different
application points for different purposes is rated as a separate
application.
Chemical or physical advanced treatment following secondary treatment
The use of chemical or physical advanced treatment processes following,
or in conjunction with, a secondary treatment process. This includes
processes such as carbon adsorption, air stripping, chemical coagulation,
and precipitation.
Chemical or physical advanced treatment without secondary treatment
The use of chemical or physical advanced treatment processes without the
use of a secondary treatment process. This includes processes such as carbon
adsorption, air stripping, chemical coagulation, and precipitation.
Fixed-film reactor
Biofiltration by trickling filters or rotating biological contactors
followed by secondary clarification.
Imhoff
tanks (or similar)
Includes Imhoff tanks, septic tanks, spirogester, clarigester, or other
single units for combined sedimentation and digestion.
Land
application of biosolids by contractor
The land application or beneficial reuse of biosolids by a contractor
outside of the control of the operator in direct responsible charge of the
wastewater treatment facility.
Land
treatment and disposal (surface or subsurface)
The ultimate treatment and disposal of the effluent onto the surface of
the ground by rapid infiltration or rotary distributor or by spray
irrigation. Subsurface treatment and disposal is accomplished by
infiltration gallery, injection, or gravity or pressurized drain field.
Mechanical dewatering of solids
The removal of water from sludge by any of the following processes,
including the addition of polymers in any of the following: vacuum
filtration; frame; belt or plate filter presses; centrifuge; or dissolved
air flotation.
Mechanical post-aeration
The introduction of air into the effluent by mechanical means such as
diffused or mechanical aeration. Cascade aeration would not be assigned
points.
Media
filtration
The advanced treatment of wastewater for removal of solids by sand or
other media or mixed media filtration.
Solids
composting
The biological decomposition process producing carbon dioxide, water,
and heat. Typical methods are windrow, forced air-static pile, and invessel.
Solids
stabilization
The processes to oxidize or reduce the organic matter in sludge to a
more stable form. These processes reduce pathogens or reduce the volatile
organic chemicals and thereby reduce the potential for odor. These processes
include lime (or similar) treatment and thermal conditioning. Other
stabilization processes such as aerobic or anaerobic digestion and
composting are listed individually. |
| |
|
SCHEDULE B
OPERATOR CLASSIFICATION |
Type of
Facility/System |
OIT |
CLASS B |
CLASS I |
CLASS II |
CLASS III |
CLASS IV |
| |
ED |
ED |
Op
Exp |
ED |
Op
Exp |
ED |
Op
Exp |
ED |
Op
Exp |
DRC
Exp |
ED |
Op
Exp |
DRC
Exp |
ED |
|
Water
Treatment
(WT) |
12 |
(a) |
N/A |
N/A |
1 |
12 |
3 |
12 |
4 |
(c) |
14 |
4 |
(d) |
16 |
|
Water
Distribution
(WD) |
12 |
(a) |
0.5 |
(b) |
1 |
12 |
3 |
12 |
4 |
(c) |
14 |
4 |
(d) |
16 |
|
Wastewater Treatment
(WWT) |
12 |
(a) |
N/A |
N/A |
1 |
12 |
3 |
12 |
4 |
(c) |
14 |
4 |
(d) |
16 |
Wastewater Collection
(WWC) |
12 |
(a) |
0.5 |
(b) |
1 |
12 |
3 |
12 |
4 |
(c) |
14 |
4 |
(d) |
16 |
|
| |
|
(a) Three months of operating experience (Op Exp) or
completion of an approved basic training course. It is recognized that the
position of operator-in-training (OIT) is not a legally required position.
It is included here to illustrate a method of encouraging new entrants in
the field to enter into the certification program. |
| |
|
(b) Six hours of approved training for one or both of
water and/or wastewater categories. |
| |
|
(c) Two years of the operating experience requirement
for Class III must be experience in Class II or higher positions. One-half
of the operating experience must be direct responsible charge experience. |
| |
|
(d) Two years of the operating experience requirement
for Class IV must be experience in Class III or higher positions. One-half
of the operating experience must be direct responsible charge experience. |
| |
Note:
For Class I, the minimum operating experience requirement is one year,
without substitutions. For Classes II, III and IV, substitutions may be made
for required operating experience, but with the limitation that one half of
all stated experience requirements (both operating and DRC) must be met by
actual on-site operating experience in a facility or system. This experience
should be obtained under the supervision of a certified operator or under an
organized on-the-job training program. |
|
Operator Educational and Operating Experience Requirements
The education and experience
requirements for operators are:
Class B
1. Accumulate six months of acceptable operating experience in a Class B
or higher
facility.
2. Attend a minimum of six hours of approved training for water facilities.
3. Successfully complete a Class B facilities certification exam.
Class I
1. A high school diploma, GED, or equivalent.
2. One year of acceptable operating experience of a Class I or higher
utility.
3. No substitution for experience shall be permitted.
Class II
1. A high school diploma, GED, or equivalent.
2. Three years of acceptable operating experience of a Class I or higher
utility.
3. A maximum of 675 contact hours, or 68 continuing education units, or 68
quarter credits, or 45 semester credits of post-secondary education in the
environmental control field, in engineering or a related science may be
substituted for 1½ years of acceptable operating experience.
Class III
1. A high school diploma, GED, or equivalent.
2. Nine hundred contact hours, or 90 continuing education units, or 90
quarter credits, or 60 semester credits of post-secondary education in the
environmental control field, in engineering or a related science.
3. Four years of acceptable operating charge of a Class II or higher
utility, including two years of direct responsible charge.
4. A maximum of 900 contact hours, or 90 continuing education units, or 90
quarter credits, or 60 semester credits of post-secondary education in the
environmental control field, in engineering or a related science.
Appropriate post-secondary education may be substituted for two years of
experience; however, the applicant must still have one year of direct
responsible charge experience.
5. A maximum of one year of direct responsible charge experience in a Class
II or higher position may be substituted for 450 contact hours, or 45
continuing education units or 45 quarter credits, or 30 semester credits of
post-secondary education in the environmental control field, in engineering
or a related science.
Class IV
1. A high school diploma, GED, or equivalent.
2. One thousand eight hundred contact hours, or 180 continuing education
units, or 180 quarter credits, or 120 semester credits of postsecondary
education in the environmental control field, in engineering or a related
science; and
3. A maximum of 900 contact hours, or 90 continuing education units, or 90
quarter credits, or 60 semester credits of post-secondary education in the
environmental control field, in engineering or a related science.
Appropriate post-secondary education may be substituted for two years of
experience; however, the applicant must still have one year of direct
responsible charge experience.
4. A maximum of two years of direct responsible charge experience in a Class
III or higher position may be substituted for 900 contact hours, or 90
continuing education units, or 90 quarter credits, or 60 semester credits of
post-secondary education in the environmental control field, in engineering
or a related science.
Substitutions
1. Education applied to operating and direct responsible charge experience
requirements shall not also be applied to educational requirements.
2. Operating or direct responsible charge experience applied to the
educational requirements shall not also be applied to the operating or
direct responsible charge experience requirements.
3. Where applicable, related experience in maintenance, laboratories, other
environmental control facility positions and allied trades such as plumbing,
or other certification categories, may be substituted for one half of the
operating or direct responsible charge experience requirements; however, the
applicant for Class III and IV must still have one year of direct
responsible charge experience.
4. The maximum substitution of education and related experience for
operating or direct responsible charge experience shall not exceed one half
of the stated operating or direct responsible charge experience requirement. |
| |
SCHEDULE C
REQUIRED DRINKING WATER QUALITY
MONITORING PARAMETERS |
|
1. A general chemical analysis
for the purpose of these regulations shall include, as a minimum, the
analysis of a water quality sample for the following:
|
alkalinity |
arsenic |
barium |
calcium |
| chloride |
copper |
hardness |
iron |
|
lead |
magnesium |
manganese |
nitrate |
| pH |
potassium |
phosphorous |
selenium |
| sodium |
sulphate |
uranium |
zinc |
2. A detailed chemical
analysis for the purpose of these regulations shall include, as a minimum,
the analysis of a water quality sample for the following*:
Metals and other inorganic
constituents:
|
aluminium |
antimony |
boron |
bromate |
| cadmium |
chromium |
fluoride |
silver |
| strontium |
vanadium |
|
|
Organic constituents:
| benzene |
benzo[a]pyrene |
bromodichloromethane |
|
bromoform |
carbon
tetrachloride |
chloramines |
|
chloroform |
chlorodibromomethane |
chlorophenols |
|
dichlorobenzenes |
dichloroethane |
dichloroethylene |
|
dichloromethane |
ethylbenzene |
monochlorobenzene |
|
tetrachloroethylene |
toluene |
trichloroethylene |
| vinyl
chloride |
xylenes |
|
|
| |
* Note: a standard metals
scan and volatile organic compounds (VOC) scan offered by most commercial
laboratories will normally include the parameters required for a detailed
chemical analysis. (EC463/15) |
|
_______ |