2001-098 To Enter into a Water System Operations Agreement between the Corporation of the Township of Oro-Medonte and the Lake Simcoe Regional Airport CommissionTHE CORPORATION OF THE TOWNSHIP OF ORO-MEDONTE
BY-LAW NO. 2001-98
Being a By-law to Enter into a Water System Operations Agreement between The Corporation of
the Township of Oro-Medonte and the Lake Simcoe Regional Airport Commission.
WHEREAS the Municipal Act, R.S . 0., 1990, c.M.45, Section 102, as amended, authorizes the Council of a
Municipality to enact a by-law for the health and safety of its inhabitants;
AND WHEREAS The Corporation of the Township of Oro-Medonte deems it desirable to enter into an
agreement with the Lake Simcoe Regional Airport commission to provide opts of the Oneration and ta ri mao Drinki in
ntenance of the
Airport wter supply and distribution system in order to meet the requiremeng Water
Standards;
NOW THEREFORE The Council of the Corporation of the Township of Oro-Medonte enacts as follows:
1. That the Mayor and Clerk be authorized to execute the Water System operations Agreement, shown as
Schedule "A" attached hereto and forming part of this By-law.
2, That this By-law shall come into full force and effect on its final passing thereof.
BY-LAW READ A FIRST AND SECOND TIME THIS 3rd DAY OF OCTOBER, 2001-
BY-LAW READ A THIRD TIME AND FINALLY PASSED THIS 3 rd DAY OF Oc t 2001-
THE CORPORATION OF THE TOWNSHIP OF ORO-MEDONTE
c.21
Mayor, Ian Beard
Clerk, Marilyn Pennycook
40
D
LAKE SIMCOE REGIONAL AIRPORT
WATER SYSTEM OPERATIONS AGREEMENT
WITH
THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE
� to
-2-
Therefore, the parties to this agreement agree to the following:
1. The Township shall operate the Airport's water supply and distribution system utilizing
licensed operators in order to meet the requirements of the Ontario Drinking Water
Standards.
2. The Township shall be responsible for all water testing to meet the requirements of the
Certificates of Approval and the Ontario Drinking Water Standards.
3. The Township shall be responsible for maintenance of the water system including:
chlorine and aquamag chemical feed system (including chemical supply);
- water meters (including consumption records);
well pumps and wells;
valves, blow -offs, curb stops;
watermains (including flushing);
ancillary items.
4. The Township shall provide all necessary reporting to the Ministry of the Environment
and the public in keeping with the Ontario Drinking Water Standards and the Certificates
of Approval.
5. The Township will invoice the Commission, via the Airport Manager, on a quarterly
basis for the following itemized routine functions:
- daily inspection, testing, and routine operations;
- weekly testing;
- quarterly testing;
- annual testing;
- chemicals;
- watermain flushing, valve operating.
6. The Township will invoice the Commission, via the Airport Manager, for non- routine
system repairs.
7. The Township will provide the Commission, in November, with information relating to
the operation and maintenance of the water system required to prepare the annual budget
for the Commission's approval.
8. The Township shall report to the Airport Manager:
- all water testing results including actions taken to remedy any anomalies;
- any non - routine system repairs including costs.
-3-
9. The Township will only be liable for any fines or claims that arise from the operation and
maintenance of the water supply and distribution system for which they have accepted
responsibility (per item 1, 2, 3 & 4 above) and shall adequately insure themselves for this
eventuality. In this regard the parties agree to each respectively take out adequate
insurance in the amount of not less than $1,000,000.00 and to include each of the other as
coinsured and to keep such policies in full force and effect.
10. The Commission will pay any invoices received within 45 days of their receipt.
4 11. Delivery of any correspondence shall be deemed to have been received within 3 business
days of its mailing by prepaid first class mail when addressed as hereinafter provided:
i) to Commission
Lake Simcoe Regional Airport Commission
R. R. #2
Oro Station, Ontario
LOL 2E0
Attention: Airport Manager
to Township
Corporation of the Township of Oro - Medonte
148 Line 7 South
Box 100
Oro, Ontario
LOL 2X0
Attention: Director of Engineering and Environmental Services
Facsimiles shall be deemed to have been received upon receipt of notification of
successful transmission:
i) to Commission (705) 487 -1411
ii) to Township (705) 487 -0133
12. The parties to this agreement agree that one year's notice by either party, duly served,
shall constitute the official notification that this agreement shall be null and void on
December 31St on the year following receipt of said notice.
13. The parties agree and acknowledge that each is satisfied as to its jurisdiction to enter into
this agreement. Therefore, each of the parties agrees that it shall not question the
jurisdiction of the Township or of the Commission to enter into this agreement or
question the legality of any portion of the foregoing. The parties hereto, their successors,
assigns and lessees are and shall be stopped from contenting otherwise at any proceeding
before a court, tribunal or other body.
M
14. , The parties hereto agree and acknowledge that the recitals are accurate and shall form part
of this agreement.
15. This agreement shall be construed with all changes in number and gender as may be
required by the context.
16. Time shall be of the essence in this agreement.
17. This agreement shall be binding upon and enure to the benefit of the parties hereto, their
respective successors and assigns. -•
18. In this agreement, words denoting the singular include the plural and vice versa.
19. If any individual provisions of this agreement are determined by a court of competent
jurisdiction to be illegal or beyond the power, jurisdiction or capacity of either of the
parties bound hereby, such provision shall be severed from this agreement and both the
Commission and the Township agree that the remainder of the agreement shall remain in
force and effect mutates mutandis. In such case, the Commission and the Township agree
to negotiate in good faith to amend this agreement in order to implement the intention as
set out herein.
IN WITNESS WI-IEREOF the Parties hereto duly executed this Agreement under seal.
Dated at this � � "day of ~ ? in the year ;2°t` .1/
LAKE SIMCOE._REGIONAL AIRPORT COMMISSION
President
THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE
Clerk
Mayor
SG�z LL
(t.Onta no
Central Region' du
Region Centre l
Ministry of Minist6re de . 7 Ovedea Boulevard : a Alward Ovefiea - }
Environment I'Environnemerd or p N M4H 1Aa a -Toronto ON M4H 1A8 .•
and Energy et de i`Energie
Tel. (416)424 -3000 .Tel. :(416) 424 -3000 '
Fax (416) 325 -6345 Fax (416) 325 -6345
1994 April. 20
►n1 Or 1r;Z3
-Barre Orillia Re 'onai .Airport Commission
Oro gi
P.o. Box 400: APR 2 9J994
Barrie, ON
TNE Cl1- pF
L4M 4T5..: �et�NiciPA� tvBA SAlE
Attention• D M James, P. Eng. :
RE:- • . • •PERMIT TO TAKE: WATER: - PUBLIC. SUPPLY
LOT 20, CONCESSION 7
TOWNSHIP OF ORO; COUNTY_ OF SIMCOE ;
ME: PTTW 94 -P -3027
Please "find attached ' Permit No. 94 -P -3027 irssued to Oro- Barrie tlrillia Regional :A�rport
Commission which authorizes the withdraw al. of water in accordance:withthe application.#or this
Permit to Take. Water, and Schedule "A" and Schedule . "B" which. are attached to. and form part
of this Permit
This Permit -is valid :until March 31-,,2004 and shall be kept available 'for inspection by Ontario
n
Ministry of Enviroment and. Energy. staff:
Take notice that in issuing this Permit to Take'•Water, terms -and conditions pertauung to _the
taking of water and to the results' of the taking have. been -imposed •on the Oro-Barrie
Regional.Airport Commission. The. terms and .donditions'have been. designs d to allow' for the
development of water, resources for beneficial purposes, while providing reasonable protection
to existing water uses and users:.
Our main concern is that the taking of -water under the authority. of this Permit does. not cause
negative impacts to other water supplies which were in use prior. to .the date of this Permit. If
the ticking of water' should result in any negative impacts, the permittee will be `reduued. to
restore the water supplies of those affected in a manner acceptable to•,the Ontario Mini try of
Environment and Energy or-to reduce the:,rate and arimount of taking until:any negative impacts
are eliminated. :
Any change of address or ownership of the. property, for Which this Pe nit is issued must be
reported promptly to the Director.
7.
0761 cF Q (M , . : 100% unb ggWhed rte- consume* z
Ministry
of the
Env nment
Ontario nergy
LI
Minister .
de
ie de i nerg e nt
. -ERMIT TO TAKE WATER
94 -P -3027
Page 1 of 6
Notice of Terms and Conditions
Section 100, Ontario Water Resources Act, R.S.O. 1990
Pursuant to Section 34 of the Ontario Water Resources Act, R.S.O. 1990 permission is hereby
granted to:
Oro - Barrie - Orillia Regional Airport Commission
P.O. Box 400
Barrie, ON
UM 4T5
for the taking of water, for public water supply, in accordance with the application for this
Permit to Take Water, and Schedule "A" and Schedule "B ", which are attached to and form part
of this Permit.
Located at: Oro - Barrie- Orillia Airport
Lot 20, Concession 7
Township of Oro, County of Simcoe
DEFINITIONS
1, (a) "Director" means a Director, Section 34, Ontario Water Resources Act, R.S.O.
1990.
(b) "District Office" means Barrie District Office, Mid Ontario Region, Ontario
Ministry of Environment and Energy.
(c) "Ministry" means Ontario Ministry of Environment and Energy.
(d) "Permit" means this entire Permit to Take Water including its schedules, if any,
issued in accordance with Section 34 of the Ontario Water Resources Act, R.S.O.
1990.
(e) "Permit Holder" means Oro - Barrie- Orillia Regional Airport Commission.
GENERAL CONDITIONS
2. This Permit shall be kept available for inspection by Ministry staff.
3. The Director may, from time to time, where a situation of interference or anticipated
interference with water supplies exists, or in a situation requiring information on water
takings for purposes of water resource inventory and planning, give written notice to the
Permit Holder to undertake any of the following actions. The Permit Holder shall
comply with any such notice:
Ministry Mihiste,., reERMIT TO TAKE WATER
{ of the de 94 -P -3027
V Eand rpn e t etEde i'f'(ne gie n Page 2 of 6
Ontario
(a) To establish and maintain a system for the measurement of the quantities of water
taken;
(b) To operate such a system and to record measurements of the quantities of water
taken on forms provided by the District Manager or the Director, with such
frequency or for such time periods as the District Manager or the Director may
specify;
(c) To return to the District Manager or the Director records made pursuant to clause
3(b) at such times or with such frequency as the District Manager or the Director
may specify; and
(d) To keep records made pursuant to clause 3(b) available for inspection until such
time as they are returned to the District Manager or the Director pursuant to
clause 3(c).
4. The Permit Holder shall immediately notify the District Manager of any complaint
arising from the taking of water authorized under this Permit and shall report any action
which has been taken or is proposed with regard to such complaint.
5. For Surface -Water Takings, the taking of water (including the taking of water into
storage and the subsequent or simultaneous withdrawal from storage) shall be carried out
in such a manner that streamflow is not stopped and is not reduced to a rate that will
cause interference with downstream uses of water or with the natural functions of the
stream.
6. For Ground -Water Takings, if the taking of water is forecast to cause any negative
impact, or is observed to cause any negative impact to other water supplies obtained from
any adequate sources that were in use prior to initial issuance of a permit for this water
taking, the Permit Holder shall take such action necessary to make available to those
affected a supply of water equivalent in quantity and quality to their normal takings, or
shall compensate such persons for their reasonable costs of so doing, or shall reduce the
rate and amount of taking to prevent the forecast negative impact or alleviate the
observed negative impact. Pending permanent restoration of the affected supplies, the
Permit Holder shall provide, to those affected, temporary water supplies adequate to meet
their normal requirements, or shall compensate such persons for their reasonable costs
of so doing.
7. No water may be taken under authority of this Permit after the expiry date of this Permit,
unless the Permit is renewed, or after the expiry date shown on any subsequent renewal
of this Permit, unless it is likewise renewed.
(5) EaMinistry Minister eERMIT TO TAKE WATER
of the de 94 -P -3027
Ontario
d�ren re gy t etEdnene gleent Page 3 of 6
8. Prior to the taking of water under the authority of this Permit to Take Water, the Permit
Holder shall ensure that the works complies with Section 52 of the Ontario Water
04 Resources Act, R.S.O. 1990.
9. Prior to the taking of water under the authority of this Permit to Take Water, the Permit
Holder shall ensure that the discharge complies with Section 53 of the Ontario Water
Resources Act, R.S.O. 1990. a,
10. The Permit Holder shall report to the Director any changes of address or telephone
number, or change of ownership of the property for which this Permit is issued and shall
report to the Director any changes in the general conditions of water taking from those
described in the permit application within thirty days of any such change. The Permit
Holder shall not assign his rights under this Permit to another person without the written
consent of the Director.
11. This Permit does not release the Permit Holder from any legal liability or obligation and
remains in force subject to all limitations, requirements, and liabilities imposed by law.
This Permit shall not be construed as precluding or limiting any legal claims or rights
of action that any person, including the Crown in right of Ontario or any agency thereof,
has or may have against the Permit Holder, its officers, employees, agents, and
contractors.
12. The Permit Holder must forthwith, upon presentation of credentials, permit Ministry
personnel, or a Ministry authorized representative(s) to carry out any and all inspections
authorized by Section 15, 16 or 17 of the Ontario Water Resources Act, R.S.O. 1990,
Section 156, 157 or 158 of the Environmental Protection Act, R.S.O. 1990 or Section
19 or 20 of the Pesticides Act, R.S.O. 1990.
SPECIAL CONDITIONS
13. The combined maximum amount of water taken daily from the wells described in Table
1 of Schedule "A ", shall not exceed 36,486 Litres.
14. This Permit expires on March 31, 2004.
Ministry Minist6t ,
of the de
En it nment I'Env r nement
Ontario and hnergy et de � nergie
" 3!911
.-ERMIT TO TAKE WATER
94 -P -3027
Page 4 of 6
Schedule "A"
This Schedule "A" forms part of Permit to Take Water 94 -P -3027 dated
1994.
Table 1
Source
1 1
2
Source Name or Description
Well No. 2
Well No. 3
Ontario Ministry of Environment and
5729548
.5730266
Energy Well Record Number
Maximum Amount Taken per Minute
176
343
(Litres /Minute)
Maximum Amount Taken per Day
36,486
36,486
(Litres /Day)
Maximum Number of Hours of Taking
3.46
1.77
per Day
Maximum Number of Days of Taking
365
365
per Year---
A +
Ministry Minister, rERMIT TO TAKE WATER
of the de 94 -P -3027
Envir nment I'Ednvi�,c nement
Ontario and energy et e nergie Page S of 6
toSchedule "B"
This Schedule "B" forms part of Permit to Take Water 94 -P -3027 dated
1994.
(1) Application for Permit to Take Water dated October 5, 1993 and signed by Bruce
Loveless, R.G. Robinson & Associates Limited.
(2) Report by Ian D. Wilson Associates Limited, entitled "Hydrogeologic Evaluation, Barrie -
Oro and District, Municipal. Airport, Township of Oro," dated March 26, 1990.
(3) Report by Ian D. Wilson Associates Limited, entitled "Well Evaluation, Barrie -Oro and
District, Municipal Airport, Township of Oro," dated February 14, 1992.
(4) Report by Ian D. Wilson Associates Limited, entitled " Well Evaluation, Well 2, Barrie -
Oro and District Municipal Airport, Township of Oro," dated September 21, 1992.
(5) Report by Ian D. Wilson Associates Limited, entitled Well Evaluation, Oro- Barrie-
Orillia Municipal Airport, Well 3, Township of Oro," dated September 23, 1993.
(6) Report by R.G. Robinson and Associates Ltd., entitled Oro - Barrie- Orillia Airport,
Design Brief, Water Works Servicing, South Area Development," dated October, 1993.
(7) Letter from D. M. James, P. Eng, Project Engineer, Oro - Barrie- Orillia- Regional Airport
Commission to L. Lovering, Hydrogeologist, Ministry of Environment and Energy, dated
February 14, 1994.
rm �o n
Ministry Minister rERMIT TO TAKE WATER
of the de 94 -P -3027
Env'r nment I'E viCC nement Page 6 0 6
Ontario and Energy et �e l nergie g
You may by written notice served upon me and the Environmental Appeal Board within 15 days
after receipt of this Notice, require a hearing by the Board. Section 101 of the Ontario Water
Resources Act, R.S.O. 1990, as amended, provides that the Notice requiring the hearing shall
state:
1. The portions of the approval of each term or condition in the approval in respect of
which the hearing is required, and;
2. The grounds on which you intend to rely at the hearing in relation to each portion
appealed.
In addition to these legal requirements, the Notice should also include:
3. The name of the appellant;
4. The address of the appellant;
5. The Permit to Take Water number;
6. The date of the Permit to Take Water;
7. The name of the Director;
8. The municipality within which the works are located;
And the Notice should be signed and dated by the appellant.
This Notice must be served upon:
The Secretary The Director
Environmental Appeal Board Section 34
112 St. Clair Avenue West Ontario Water Resources Act, R.S.O. 1990
Suite 502 AND Ministry of Environment and Energy
Toronto, Ontario 7 Overlea Blvd, 4th Floor
M4V 1N3 Toronto, Ontario
M4H lA8
DATED AT TORONTO this day of �? 1994.
Director, Section 34
Ontario Water Resources Act
4""""
11 �:'A,
Iinisuy of
-nvt,onmenT
--:nc
Ontario
S; C, 4plo d il F-1 I C.-
Tb 6�-14W
linistere ce CERTIFICATE OF APPROVAL
on, n -= m ea t WATER
NUMBER 7-0681-93-946
Page I of 10
ORO-BARRIE-ORILLIA REGIONAL AIRPORT COMMISSION
P.O. Box 400
Barrie, Ontario
L4N 4T5
You have applied in accordance with Section 52 11 of the Ontario Water Resources Act for approval of.•
construction of a water supply system to service the Oro-Barrie-Orillia
Airport, in the Township of Oro-Medonte.
The water supply system will be located on Lots 18, 19 Concession 7 as shown
on the General Plan Drawing No. 017-90031-30 G-1 revised June 23, 1993. The
water supply system, using two wells, is based on the following design
parameters:
Population Demand: 6780 litres per day
Commercial Demand: 3750 litres per day
Average Day Demand: 10.53 cubic metres per day
Maximum Day Factor: 3
Maximum Day Demand: 31.59 cubic metres per day
Peak Hour Factor: 15
Peak Hour Demand: 137 litres per minute
including an allowance of 27.2 litres per
minute for airport usage.
The proposed well supply system is located as shown on Drawing No. 017- 90031-
35 W-3 dated October 08, 1993 and involves the following:
- equipping Well No. 2 with a submersible pump capable of delivering 176
litres per minute at 121 metres TDH including a 100mm feedermain to the
existing Well Pumphouse;
equipping Well No. 3 with a submersible pump capable of delivering 170
litres per minute at 73 metres TDH including a 150mm feedermain to the
existing Well Pumphouse;
housing, within the Well Pumphouse, a chlorination system using sodium
hypochlorite solution consisting of a 114 litre chemical solution tank,
a chemical feed pump capable of delivering 91 litres per day, and an in-
line injector;
housing, within the Well Pumphouse, a sequestering system using
polyphosphate solution consisting of a 114 litre chemical solution tank,
a chemical feed pump capable of delivering 91 litres per day, and an in-
line injector;
Ministry CT CERTIFICATE OF APPROVAL
znvironmeni WATER
--na Fnerav
NUMBER 7-0681-93-946
Ontario Page 2 of 10
housing, within the Well Pumphouse, three 454 litre hydropneumatic
tanks, a pressure sustaining valve for each well supply line limiting
the maximum flow rate to 137 litres per minute, flowmeters, all related
piping, valves, appurtenances, instrumentation, mechanical and
electrical equipment;
employing the existing 450mm watermain from the Well Pumphouse as well
as 31 metres east and west of -the subsequent existing 150mm watermain on
the access road as a chlorination contact zone for disinfection;
all in accordance with the Well'Evaluation Well 2 Barrie -Oro and District
Municipal Airport Report dated September 21, 1992 as prepared by Ian D.
Wilson Associates Limited, the Well Evaluation Oro-Barrie-Orillia Municipal
Airport Well 3 Report dated September, 27, 1993 Report as prepared by Ian D.
Wilson Associates Limited, the Design Brief Water Works Servicing South
Area Development Report dated October, 1993 as well as subsequent engineering
details submitted by R.G. Robinson and Associates Ltd., Consulting Engineers.
You are hereby notified that this approval is issued subject to the following terms and conditions
outlined below:
TERMS AND CONDITIONS
1. For the purpose of this Certificate of Approval:
(a) "Director" means any Ministry employee appointed by the Minister
pursuant to section 5 of the Ontario Water Resources
(b) "Regional Director" means the Regional Director of Mid Ontario
Region, Ministry of Environment and Energy;
(c) "District Manager" means the District Manager of the Barrie
District office, Mid Ontario Region, Ministry of Environment and
Energy;
(d) "Owner" means the ORO-BARRIE-ORILLIA REGIONAL AIRPORT COMMISSION
and includes its successors and assignees;
(e) "works" means the facility described in the owner's application,
the Certificate and in the supporting documentation referred to
herein, to the extent approved by this Certificate;
(f) "maximum acceptable concentration" means a limit applied to
concentrations of substances in the drinking water above which
there are known or suspected adverse health effects;
Iinistry CT linistere ne CERTIFICATE OF APPROVAL
-vironment
WATER
Ana Eneray NUMBER 7-0681-93-946
--)ntario Page 3 of 10
(g) "quarterly sampling" means sampling conducted on any day within
each consecutive three-month period such that the time interval
between consecutive quarterly sampling events is not less than
forty-five (45) days.
2. The requirements of this Certificate of Approval are imposed pursuant to
Section 52 of the Ontario Water Resources Act. The issuance of this
Certificate in no way 'abrogates the Owner's legal obligations to take
all reasonable steps to avoid violating other applicable provisions of
this legislation and other legislations and regulations.
3. (a) The requirements of this Certificate are severable. Should any
requirement of this Certificate, or the application of any
requirement of this Certificate to any circumstances, is held
invalid, the application of such requirement to other circumstances
and the remainder of this Certificate shall not be affected
thereby.
(b) In all matters requiring the interpretation and implementation of
this Certificate, the conditions of the Certificate shall take
precedence, followed in descending order by the owner's application
and the documentation, referred to in this Certificate, which is
submitted in support of the application.
4. The owner shall comply with all the terms and conditions of this
Certificate. Non-compliance constitutes a violation of the Ontario
Water Resources Act and is grounds for enforcement.
5. The Owner shall forthwith upon the request of either the Director or the
Regional Director or the District Manager furnish any, requested
information concerning compliance with this Certificate including any
records required to be kept by this Certificate.
6. The owner shall notify the Director and the Regional Director in writing
of any of the following changes within thirty (30) days of the change
occurring:
(a) change of Owner or operating authority or both;
(b) change of address or address of the new Owner.
7. (a) The Owner shall prepare a complete set of drawings showing the
water works as constructed within one year of substantial
completion of the works. The Owner shall make available these
drawings to Ministry personnel upon request.
(b) A complete set of the "as constructed" drawings, with any
amendments as made from time to time incorporated, shall be kept by
the owner as long as the water works are kept in operation.
i -
Iinistry of ,finis are ce CERTIFICATE OF APPROVAL
--nvironmeni WA TER
-na Energy -=i ce NUMBER 7-0681-93-946
Ontario Page 4 of 10
WERATIONS AND MAINTENANCE
(a) The Owner shall endeavour to take all necessary steps, within his
authority, to ensure protection of the source of water supply
(ground water aquifer) from contamination.
(b) Subsequent to construction of, or repairs to, the works and prior
to employing the works for supplying potable water, the Owner shall
ensure that the works are disinfected adequately.
(c) The owner shall ensure that, at all times, the works as well as all
related equipment and appurtenances are properly operated and
maintained. Proper operation and maintenance includes effective
performance, adequate funding, adequate operator staffing and
training, adequate laboratory and process controls, use of process
chemicals, and other substances, that come in contact with the
treated water which are suitable for the process, compatible with
each other and appropriate for drinking water.
(d) The owner shall prepare an operating and maintenance manual before
commencing operation of the works and keep it up to date. The
Owner shall make the manual available, upon request, to Ministry
personnel.
(e) The Owner shall ensure that contingency plans and procedures are
established as well as adequate equipment and material are
available to cope with any emergency, upset conditions and
equipment breakdowns in the works.
(f) The - owner shall establish procedures to notify the District Manager
and other relevant authorities in the case of an emergency and
record the measures taken to deal with each situation.
PERFORMANCE
9. Subject to Condition No. 13 the owner shall operate the entire water
supply and treatment system in such a manner, and with such facilities,
that water supplied to the consumers serviced by the system satisfies
the water quality objectives, guidelines and requirements as set out in
the publication "Ontario Drinking Water Objectives" 1983, as amended
from time to time by more recently published editions.
10. (a) The ground water wells have been approved to supply water at the
following maximum flow rate of:
Well No. 2 36 486 litres per day
Well No. 3 36 486 litres per day
I -
Ministry of °iiinis*,ere c:-- CERTIFICATE OF APPROVAL
=-,rironnemen-,T WATER
aT
and Energy ce i -:,erme NUMBER 7-0681-93-946
-`)ntario Page 5 of 10
(b) For purposes of this Certificate and subsection 107 (3) of the
Ontario Water Resources Act, the rate of ground water withdrawal
#- shall not exceed the maximum flow rate shown in subsection (a)
above and as noted on the Permit to Take Water 94-P-3027.
11. (a) The owner shall operate the chlorination system in such a manner
and with such facilities that a minimum total, chlorine residual of
0.2 milligram per litre in the treated water, after fifteen minutes
contact time, is maintained at all times prior to the first point
of usage.
(b) In case of identification of poor bacteriological water quality as
defined in the "Ontario Drinking Water objectives" or as directed
by the District Manager, the Owner shall operate the chlorination
system in such a manner and with such facilities that a minimum
total chlorine residual of 0.5 milligram per litre in the treated
water, after fifteen minutes contact time, is maintained at all
times prior to the first point of usage.
(c) The owner shall notify the District Manager and the Medical Officer
of Health forthwith in the event that unchlorinated*water is put
into the distribution system.
MONITORING AND REPORTING
12. (a) The Owner shall maintain and operate f lowmeters with calibration
made at intervals not exceeding one year to ensure accuracy to
within, plus or minus, ten percent for the entire range of flows
and particularly for the average flow rate of the system in order
to measure:
i. the withdrawal flow rate of each groundwater well;
ii. the quantity of treated water supplied daily to the
distribution system.
(b) The data generated in accordance with subsection (a) above shall be
deemed to be conclusive as to the maximum flow rates for the
purposes of determining compliance with and enforcing of this
Certificate.
13. The Owner shall ensure that the following monitoring program is carried
out. Sampling locations shall be established to the satisfaction of
the District Manager prior to commissioning of the works.
(a) Samples of raw water and treated water shall be collected and
analyzed for at least the following parameters at the indicated
sampling location and sampling frequency.
11
ministry or viinistere CER TIFJ CA TE OF A PPR 0 VAL
i r c, n -, e m e:-: WATER
_nvironment
ana energy �t Ge 1:E!1_MrC!_= NUMBER 7-0681-93-946
Ontario Page 6 of 10
RAW WATER
Quarterly Weekly
81�
Alkalinity pH
Hardness Turbidity
Calcium colour
Sodium
Iron
Copper
Lead
Zinc
Arsenic
Aluminum
Manganese
Conductivity
Chloride
Sulphate
Ammonia + Ammonium (N)
Total Kjeldahl Nitrogen
Nitrite
Nitrate
Dissolved organic Carbon
Phenols
Whenever the nitrate concentration in the raw water samples exceeds
five milligrams per litre in two consecutive quarterly samples, the
owner shall collect at monthly intervals samples of raw water and
analyze for nitrate concentration levels. should the nitrate
o
c - ncentration continue to increase the owner shall submit a
remedial plan of action satisfactory to the District Manager.
TREATED WATER
(at point of discharge to distribution system)
Quarterly Weekly
Total Coliform
Faecal Coliform
In addition to the above routine sampling program, on-site testing
should be performed and results recorded, at the minimum frequency
of once a day, for the following parameters:
- Free Chlorine Residual, Total Chlorine Residual
',Iinisiry of
�n,;ircnmenT
ana Energy
.-Dntario
11
i'l
`ainistcre ,_
CERTIFICATE OF APPROVAL
NUMBER 7-0681-93-946
Page 7 of 10
DISTRIBUTION SYSTEM
(most remote point)
Ouarterl
Hgekl
Total coliform
Faecal Coliform
Free Chlorine Residual
Total Chlorine Residual
. (b) Subject to subsection (e) of this condition, once a year, the raw
water and treated water samples shall be collected and analyzed for
parameters as listed in Table 1 and 2 of the "Ontario Drinking
Water Objectives" 1983, as amended from time to time by more
recently published editions.
(c) The sampling and analyses required by subsections (a) and (b) of
this condition shall be performed in accordance with the "Guide to
the Collection and Submission of Samples for Laboratory Analysis",
Ministry of the Environment, 1985, and the "Handbook of Analytical
Methods for Environmental Samples", Ministry of the Environment,
1983, or as described in Standard Methods for the Examination of
Water and Wastewater!' 16th Edition, 1985, as amended from time to
time by more recently published editions.
(d) The owner shall submit the analytical results obtained pursuant to
this condition to the District Manager within thirty (30) days of
collection of the samples or within such longer period of time as
the District Manager may agree.
(e) Following review of any analytical results or any of the reports
required by Condition No. 14 of this Certificate, the District
Manager may alter the frequencies and locations of sampling and
parameters for analysis required by this condition upon either the
request of the Owner with the submission of satisfactory supporting
documentation or if deemed necessary to assess properly the quality
of the water being supplied.
Should the owner monitor any of the parameters required by
subsection (b) of this condition, at locations designated for this
purpose and in accordance with subsection (c) above, more
frequently than required by this condition, the analytical results
of all such samples, both required and additional, shall be
included in reporting of the values required by this Certificate,
and the increased frequency, or all dates of sampling, shall be
detailed in the reports.
Ainisiry ci ;%;iinisTere ce CERTIFICATE OF APPROVAL
Znvircnmeni i ir o n n WATER
I -
ana Energy ==rC1!e NUMBER 7-0681-93-946
Ontario Page 8 of 10
(g) Notwithstanding subsection (d) of this condition, the owner shall
notify the District Manager and the Medical officer of Health
forthwith should any analytical result exceeds any maximum
acceptable concentration of a health-related parameter, or shows
unsafe bacteriological water quality, or shows poor bacteriological
water quality, all as defined in the publication entitled "Ontario
Drinking Water Objectives" 1983, as amended from time to time by
more recently published -,editions.
14. The owner shall prepare and submit a performance report to the District
Manager on an annual basis. The first such report-shall cover the
period form the commencement of operation of the water supply after
modifications to the end of the calendar year and shall be submitted
within ninety (90) days following such reporting period. Each
subsequent report shall be submitted within ninety (90) days of the
completion of the calendar year being reported upon. The reports shall
contain, but need not be limited to, the following information in a
format acceptable to the District Manager:
(a) a summary and discussion of the quantity of water supplied
altogether, and individually by each well, during the reporting
period compared to the design parameters listed in the description
of this Certificate including peak flow rate ' s and monthly average
flows together with the related water levels in the wells;
(b) a summary and interpretation of analytical results obtained in
accordance with Condition No. 13 of this Certificate of Approval;
(c) a tabulation and description of all actions taken for all emergency
and upset conditions which occurred during the period being
reported upon;
(d) a summary of the chemicals used in the treatment processes with
special reference to any abnormal usages.
15. No service connections are to be made on the 450mm waternain from the
pumphouse as well as on 31 metres to the east as well as west of the
subsequent 150mm watermain along the access road.
The reasons for the imposition of these terms and conditions are as follows:
1. Condition No. 1 is included to define terms used in this Certificate of
Approval.
2. Condition No. 2 is included to emphasize that the issuance of the
Certificate does not diminish any other statutory and regulatory
obligations to which the owner is subject in the construction,
maintenance and operation of the works.
k170 106,'03)
'Ainisiry
of -Ainis-ere c:= CER TIFICA TE OF A PPR 0 VAL
-�vircnmeni WATER
-zna Energy ce i E. -erne
NUMBER 7-0681-93-946
linTarlo Page 9 of 10
3. Condition No. 3 is included to clarify how the Certificate is to be
judicially interpreted and specifically, to clarify that the
requirements of the Certificate are severable and that they prevail over
supporting documentation.
4. condition No. 4 is included to emphasize that the Owner is under.a
statutory obligation to ensure compliance with the Certificate.
5. Condition No. 5 is included to ensure that Ministry personnel acting in
the course of their duties will be given unobstructed access to the
facilities, information and records related to the works which are the
subject of this Certificate, to enable the Ministry of be assured of the
Owner's compliance with the terms and conditions of this Certificate.
6. Condition Nos. 6 and 7 are included to ensure that the Ministry records
can be kept accurate and current with respect to approved works and to
ensure that subsequent owners of the works are made aware of the
Certificate and continue to operate the works in compliance with it.
7. Condition No. 8 is included to ensure that the works will be operated,
maintained, funded, staffed and equipped in a manner enabling compliance
with the terms and conditions of this Certificate and that the owner can
deal with contingency and/or emergency situations.
8. Condition Nos. 9 and 12 are included to ensure that the water quality
delivered by the works satisfies the current "Ontario Drinking Water
Objectives" in order to protect public health and to ensure that the
water is aesthetically acceptable.
9. Condition No. 10 is included to ensure that the peak flow rate of water
through the works is within the approved treatment capacity of the
works.
10. Condition Nos. 11, 13 and 14 related to the flow metering, sampling and
monitoring program and performance report are being imposed to ensure
that all pertinent data are available for the water works performance
evaluation and to ensure that the water works is operated and maintained
at a level consistent with the design objectives, and is effective in
producing water of an acceptable quality at all times.
11. Condition No. 15 is to ensure that the water supplied is disinfected
adequately before the first point of usage.
You may by written notice served upon me and the Environmental Appeal Board within 15 days
after receipt of this Notice, require a hearing by the Board. Section 101 of the Ontario Water Resources Act,
R.S.O. 1990, Chapter 0. 40, provides that the Notice requiring the hearing shall state:
1. The portions of the approval or each term or condition in the approval in respect of which the hearing is
required, and;
2. The grounds on which you intend to rely at the hearing in relation to each portion appealed.
f P
inisiry CT
nvsronment
ana Eneray
Ontario
,!in;stere C
:;•:;rcnnerr.:;n�
�_t Ce ! =verge
The Notice should also include:
The name of the appellant;
1&4. The address of the appellant;
5. The Certificate of Approval number;
6. The date of the Certificate of Approval;
7. The name of the Director;
8. The municipality within which the water works are located;
CERTIFICATE OF APPROVAL
WATER
NUMBER 7- 0681 -93 -946
Page 10 of 10
And the Notice should be signed and dated by the appellant.
This Notice must be served upon:
The Secretary, The Director,
Environmental Appeal Board, Section 52, Ontario Water Resources Act,
112 St. Clair Avenue West, Ministry of Environment and Energy,
Suite 502, AND 250 Davisville Avenue, 3rd Floor,
Toronto, Ontario. Toronto, Ontario.
M4V 1 N3 M4S 1112
The above noted water works are approved under Section 52 of the Ontario Water Resources Act.
DATED AT TORONTO this 3rd day of August, 19
4 W. Gre P. Eng.
Dir or
ction 52
("Ontario Water Resources Act
FCC /fn
cc: Ms. D. Shoebridge, Clerk, Township of Oro — Medonte
Mr. R.G. Robinson, R.G. Robinson and Associates Ltd.
Mr. R. Hore, Reg. Dir., MOEE Mid Ontario Region .
Director, MOEE Env Mntrg & Rptg (Attn: K. Roberts)
District Manager, MOEE Barrie District Office
Ms. L. Lovering, EQA Unit, MOEE Central
c�
ministr
Environmen '
and EnercY
-)ntario
i&
inIsterF- cv
Oro-Barrie-Orillia
p.o. Box 400
Barrie, Ontario
L4N 4T4
CERTIFICATE OF APPROVAL
TER
WA
NUMBER 7-1105-94-006
Page I of 2
Regional Airport Commission
0 Water Resources Act for approval of
You have applied in accordance with Section 52 of the Ontari ic�-
rmains and appurtenances to be constructed_to service the Oro-b-
Wate Regional Airport in the Township of Oro Medonte
orillia the Terminal Building and five
The 150MM water distribution main will service. n will be located as shown on
No. 2553 SW2
Commercial sites. The water distribution mal
Drawing No. 017-90031-30 revised July 23, 1993 and on Drawing
revised June 21, 1993.
stub watermains, f ire hydrants, f ire hydrant leads and service
including
11 in accordance with
he distribution main to the street line, a d specifications
pipes from the namely, design brief, final plans and
�yarrie) Ltd,
and Associates
the following documents, RG Robinson , fire
altogether as submitted by additional stub watermains, fire drants t line
Consulting Engineers, and all
hydrant leads and service Pines from the distribution main to the stree
t ecifications as may be approved
not included in the above final plans and sp
by the operating authority in the future. ed that this approval is issued subject to the terms and conditions outlined below:
You are hereby notifi
TERMS AND .CONDITIONS additional stub watermains,
authority shall not approve any
1. The ope rating au leads and service pipes to the distribution
fire hydrants, fire hydrant . above unless
not in in the documents referred to and the
system
main aDacity of th,--,. '.-�Tater distribution tub watermains,
reviewed the hydraulic c - concluded that the additional s all
water supply works and has together with fire
fire hydrant leads and service pipes
fire hydrants, previously approved stub watermains, fire. hydrants,
existing and pr s will not overload either the water
t leads and service pipe supply/ treatment works and has recorded
hydrant n system or the water e maintained by
distribution conclusion in writing. This record shall b
its review and arized in a yearly report to be
authority and shall be summ -VJ's District Office by
the operating a the Ministry'
0 the District Manager of h the records were
sent t f the following calendar year in which
February 15th 0
collected. f these terms and conditions are as f0ll0ws:
The reasons.for the imposition o pronosed watermair
imposed to ensure that all
is being be serviced adequately b�
1 • This condition n connections, will thE
including future con will be within the capacity Of
connections, n system and sufficient quantity,
the water distribution works to supply water of and aesthetic
water suPPlYj/ treatment wO in terms of public health
pressure and potability both
criteria.
r CERTIFICATE OF APPROVAL
,
` Ministi y o' ' i. "i�istere c WATER
Environmen: I'Env,ronnemer.
and Energy e: ae i nerc: NUMBER 7- 1105 -94 -006
Page 2 of 2
Ontario
You may, by written notice served upon me and the Environmental Appeal Board within 15 days
after receipt of this Notice, require a hearing by the Board. Section 101 of the Ontario Water Resources Act,
1990, C. 0.40, as amended, provides that the Notice requiring the hearing shall state:
1
e portions of the approval or each term or condition in the approval in respect of which the hearing is required,
and;
2. The grounds on which the applicant intends to rely at the hearing in relation to each portion appealed.
The Notice should also include:
3. The same of t"e appd1lant;
4. The address of the appellant;
5. The Certificate of Approval number;
g. The date of the Certificate of Approval;
7, The name of the Director;
g. The municipality within which the water works are located;
And the Notice should be signed and dated by the appellant.
This Notice must be served upon:
The Director,
The Secretary, Section 52, Ontario Water Resources Act,
Environmental Appeal Board, Ministry of Environment and Energy,
112 St, Clair Avenue West, AND 250 Davisville Avenue, 3rd Floor,
Suite 502, Toronto, Ontario.
Toronto, Ontario. M4S 11-12
M4V 1N3
The above noted water works are approved under Section 52 of the Ontario Water Resources Act.
DATED AT TORONTO this 24th day of November, 1994.
D. F. Carr, P. Eng.
Director
Section 52
Ontario Water Resources Act
FC /ld
—W.R. Warman, Chairman, Airport Commission
Attn.: Airport Commission
Oro - Barrie- Orillia Regional Airp
-Mr. B. Loveless, C.E.T., RG Robinson and Associates (Barrie) Ltd.
cc: MOEE Barrie Office
- District Manager,
ri
t�
1
1DOX RESERVE o ,i I
BED AREA
f
� ii • LS i r
0 ii I I
j I I I
LEACHING BED AREA ° FORCEMAIN INV. 288.40 1 1
REFER TO DWG No. S -1
I
0 °
SNOW FENCE i GRASSED TIE -DOWN 1'
I N AREA
f MHOS LS I I
TOP 287.15
N INV 286.40 f i
S INV 285.95
• I E INV 288.92 I I
I S INV 288.14
I 76mm 0 SEWAGE F'ORCEMAIN I
i 75 R
S
PE SERIES i
I 104mrn d SU1�pRAIN
250mm0 SUBDRAIN - -,,,� �- _ __.. _ _. - - ,. - - -- ....... .. . ...... ...... ........M..,�. � i,,, -- . �.,...... _ - - �.,.._ - �,.,.- _..• - _......... NON".�....
FORCE 4XN INV. 285.60 I .......�.. .....,.M.w. �. �,�....: .�...,:..�: �: ....�..�.. �;
T
I I TRENCH EYIS11NO GRASSED TAXIWAY 1 I
I I TRENCH AND GEOGRIO TO BE LS 1 .
j ! REINSTATED BY OTHERS 1 1
1 E HYDRO SUBSTA11ON . •�
I
.... I I
I
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11
II � I � � • I.s � I
I i II
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GAB INV.
288.30
II I FUTURE APRON
I EXPANSION
8.Om�1g0�m PLUG
THRUST BLOCK
150mm 0 SUBDRAIN
LS
8 I 60MM D PE SERIES I
200mm 4 SUBDRAIN I I 180 WATER SERVICE I
.,�. 150mm _ _ - _ _ - � JI _ �. �. � C/'W CURS STOP � V�8
& MAIN STOP. 38x5Omm
MARKERt BLUE I 16.5m �- 150mm PVC
..W. ._..�..�_ ........... ....�..,. .� . .r�,..w. I
_..I , i
S.Dkl 28 SANITARY 10 2.00:
/ I I I 8.0m::�- 200mm D PVC SOR 38
8 C PLUGGED END
ITERMINALI I i ------
I BUI I..DI N G l I
I STAN, INCH 3A I
,_,_..._ _____._ ..�.....� I � •�-� -.�- LL: N `If`dV' 284.43
W INV 284,02 PARKING LOT
I I
1 (� E INV 284.05
150mm D SAN I
APRON STUD {0 2.00X
_ aXXj8r4.711 0m .MARKER
RED) S
MSC tp00mm 0 1y"I.,�EtCt�C6ONDUIT q� .
TOP 2 .410 .r 37+:N m 0 cONc PIPE 0
N INV ,285.70 • I I
S INV 2666'69 .- �- _ _ i I '70M 200mm D PVC
/ E NV 21800 SDR 315 SANITARY 0 0.50X
f I
l _ _ _, ._ ... _ ...� ... _.�...�.... _ .. ........ ,.� .....
,.�... 75I��, m I�aRCF.MAIN AT SEWER c�RADE,
} I
DEFLECT AROUND MANHOLES
I I
1:�'3WMm CLEAR SEPARATION
• I!
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II W INV 283.84
I !
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. i
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/ I50mm D PVC SDR I
28 WATERMAIN { I I SDR 38 SANITARY 0 0,50X
�C1R1CAi.
DUCT DANK j II
I 27,Om -- 400mm D WM
. j (CHLORINE CONTACT)
OF DITCH .1m 180mm D WELL 5.0m FROM BUILDING)
. f
II REFER TO DwG No. W�1
FENCED AREA WELL PUMPH SE
24 Crn �- 1 DSomm 8 (UTILITY BUILDING) H.P.
CONO PIPE I .... HIP. 48001., LOW LIFT PUMP STATION
N INV 284.44 I fl' 6001.,, SEPTIC TANK
_ s INV 284.39 �i 7.5•m .Ern 13t6001, I INV 2 9100L, PUMP CHAMBER
I 1 REFER TO DWG. No. S«1
SAN MH 1A I 79m
I 200mm " 32m - 200mm 0 E INV 283.29 34m �
INV 283.14 j i --- ..�-. �•�- ..--•. - STM SEWER
II , SDR 36 SANI _TORY :dR �'1 1
ca
180mm I ! i! I FUEL. I I
GATE VALVE III STORAGE
400 x 150mm 11 j 1° �` -w, . �.._ _ _..�.. ... J H.P.
REDUCER
1I50mm TEE 400m I `�
1� •
180mm I I
GATE VALVE I I
E
I I
150mm 0 SUBDRAIN ---- - ( MAINTENANCE I 1
COMPOUND I
II �
NO=
BOULEVARD - 100mm TOP$U SOD STREET LIGHT
H (OR SEED J MULCH IF APPROVED) POLE
ROAD _ 8:0mm ASPHALT
180mm GRAN A
300mm GRAN 8
EXISTING SERVICES AND UT1L111ES TO BE
LOCATED PRIOR TO INSTAL.LAiION OF
PROPOSED SERVICES
SOUTH DITCH
q
0.5m
3.75m
ACCESS ROAD
q
NORTH DITCH
-- • ----•- 8.23m It 3.78m --•- ,---wi 8 r- *1.75m 2.00m- --wi 1.20m
k}(IST STORM EXIST. ROAD SUBDRAIN
(s SU ohs j 0 (LOCATfaN VARIES) nr$"CAL BOTH SIDES
1 -0.30M
z8 6.40m �- (9.20 m- ELECTRICAL �mO CABLES
PROPOSED 75m�rt 9� •
SEWAGE F'ORCEMAIN
PROPOSED 200mm k. ' {p ', �1 �,.. � � i R �1® PROPOSED 150mm 0
SANITARY '�� --
CROSS SECTION WATERMAI -N
SCALE 1;10>D (MIN 1.7m COVER)
Y
CON33A!QT DESCRIP -11Q
QUQTATION 'A' - TELL - DRILLING, DEVELOPING AND TESTING 150mm* WELL
QUOTATION '®' - SEPTIC SYSTEM - LEACHING BED, SEPTIC TANK AND
a PUMP CHAMBER CONSTRUCTION
gUOTATION 'C' - PUMPHOUSE, SEWERS & WAT€RMAINS
- PUMPHOUSE MECHANICAL AND WELL PUMP,WATERMAINS,
SANITARY SEWERS, AND SEWAGE FORCEMAI N.
(STORM SEWER, ROADWORK, HYDRO AND BUILIINQ CONSTRUCTION BY OTHERS)
PROPOSED SANITARY SEWER
•--- -- PROPOSED SANITARY F'ORCEMAIN
__..__.,....____�. SUBDRAINS
----+� DITCH
-- -- -- ELECTRICAL CONDUIT
LIGHT STANDARD
❑ C.B.
_ v
NOTES: NO REVISIONS DATE APP'D F!o
APPROVED: y urr"\*1.0 BARRIE-ORILLI'A
BENCHMARK -- ELEV. 28 ,9•845 0 ISSUE FOR TEND , R 06/2092. DATE.
NAIL IN I H.P. No. 21338. EAST '
AIRPORT
SIDE OF CONC. 71 OPPOSITE 1 I 07/07/92 R. 0. ROBINSON INSON
�-G �� � � � � ► l � i,
� �� �.� � r c� �J4�� �-,
TERMINAL: ENTRANCE ROAD.
�,G. Robinson Consulting
.. . r:
and Amoclates Ud. Engineers..
r� GENERAL -PLAN DESIGN BLOA.IEIO" 1:1 0 v"k 0
14 HIGH STREET" BARRIE L4N 1 W1 721 --922
`* DRAWN MR REVIEWED RGI #SRC. N'
_ . 5H �� ... ..;:... ,. 017-200,3 -30 �-30
DATE JUNE ��
ter. .
H.P6 284.89
ti
a
iT
aa�
a
o.
F°-
150mm / PVC WATERMAIN
150mm /PVC WATERMAIN
UTILITY ROAD
- - _. ,_... _.._ - - - _ - ___. - - _ � _ _. _. � � � _ _. _. _ _ _. _ _. � �. _ . � , ��, ._... - - - .�.._....._.. - _........ __... _.... _.. ..,. - - __..._ - ._. - _... __...__.. - .. , ......_........ _. ._ . .�.....,_ - � .... - - _ - ___. - ..... - _ 70m ^ 200mrn /PVC SAN. �
114.5m �- 250mm / PVC SAN. SEWER
MH 1A _.._ - _.._
I 75mm/ SAN FORCEMAIN
I
E
0.
's► I !
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tI �
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�I
EX'. 100mm / I ,a EX, WELL #2
D.I. PIPE
FLANGE
ADAPTTdrRR
150 x 100mm
REDUCER CONNECT TO EX. 100mm /
ID.1. PIPE 0.5m FROM
I
I
MAINTENANCE
COMPOUND I
(FUTURE) I
I
I
2 Omm A SIM SEWER I (FUTURE BY 0TH R
3.6m
I PROPOSED 2270OL,
22700L+ SEPTIC TANK
SEPTIC TANK
2270OL,
j PUMP CHAMBER
t . 2 ,65.33
EXISTING FILL SITE,
APPROXIMATE LIMIT LIMIT TOPSOIL AND
SHOWN SEED LJMI1f
l TOPSOIL AND SEED, DISTURBED
AREAS TO LIMITS SHOWN
A34 H.P.
50 X �
Ot�1tr1 S
EDUGER
.
WELL #3 tip' 150mm 0 PVC SDR 28 W/M (1.7m COVER) ---._. ��`• �'�
@AWTVAVE k
;
38mm / PVC DRAIN LINE CONNECTED CONTRACTOR TO SUPPORT" HYDRO
TO WELL CASING C/W CHECK VALVE. POLE DURING CONSTtRUC11ON
PLACE AT 1.Om BELOW GRADE AND
TERMINATE INTO 1.Om3 STONE SUMP
ON EMBANKMENT.
(TOE OF SLOPE)
'Y
miR.G. Robinson Consulting
and Associates Ltd. Engineers
14 HIGH STREET BARRIE L4N 1W1 721 --9222
•
a
FINISNED WOUND
STORM POND
NATIVE BACKFILL
3m
300mm
SAND BEDDING
3f00mM
1
50mm / PVC SDR 35 CONDUIT
FOR ELECTRICAL CABLE, 3 PROBE 900mm 150mm 0 PVC
WIRES AND 6tmm 0 PE TUBING SDR 28 WATERMAIN
FOR WATER LEVEL GAUGE
N.T.S.
NOTES:
BENCHMARK — ELEV. 289,845m
NAIL IN H.P. No. 21338, EAST
SIDE OF CONC. 7 OPPOSITE
TERMINAL ENTRANCE ROAD.
NA I REVISIONS
DATE APP'D
APPROVED
DATE. 93
WAN
R.G. ROBINSON
LEGEH D os- "
150mm / I
•�'
PUMPHOUSE WALL
--
SWALE OR DITCH
PROPOSED WATEIRMAIN
GATE VALVE
---- -�
EXISTING WATERMAIN
B/O
SLOW -OFT:'
• --
HYDRO
25mm / 8/0 I
COVER j
.� -_.... .-.. -.
PROPOSED FORCIEMAIN
--- •-- --
EXISTING SEWER
C/W MAIN STOP,
CURB STOP &
SERVICE PIPE I
TO GRADE. I
z85.so
OPSD 1104.03 I
N
'
FUTURE COMMERCIAL AREA
l
I
.y9 Ip
Q. jo
INV. 282.81
,y ' �► H.P.
45001., LOGY LIFT
LIMP STA' 104
2 Omm A SIM SEWER I (FUTURE BY 0TH R
3.6m
I PROPOSED 2270OL,
22700L+ SEPTIC TANK
SEPTIC TANK
2270OL,
j PUMP CHAMBER
t . 2 ,65.33
EXISTING FILL SITE,
APPROXIMATE LIMIT LIMIT TOPSOIL AND
SHOWN SEED LJMI1f
l TOPSOIL AND SEED, DISTURBED
AREAS TO LIMITS SHOWN
A34 H.P.
50 X �
Ot�1tr1 S
EDUGER
.
WELL #3 tip' 150mm 0 PVC SDR 28 W/M (1.7m COVER) ---._. ��`• �'�
@AWTVAVE k
;
38mm / PVC DRAIN LINE CONNECTED CONTRACTOR TO SUPPORT" HYDRO
TO WELL CASING C/W CHECK VALVE. POLE DURING CONSTtRUC11ON
PLACE AT 1.Om BELOW GRADE AND
TERMINATE INTO 1.Om3 STONE SUMP
ON EMBANKMENT.
(TOE OF SLOPE)
'Y
miR.G. Robinson Consulting
and Associates Ltd. Engineers
14 HIGH STREET BARRIE L4N 1W1 721 --9222
•
a
FINISNED WOUND
STORM POND
NATIVE BACKFILL
3m
300mm
SAND BEDDING
3f00mM
1
50mm / PVC SDR 35 CONDUIT
FOR ELECTRICAL CABLE, 3 PROBE 900mm 150mm 0 PVC
WIRES AND 6tmm 0 PE TUBING SDR 28 WATERMAIN
FOR WATER LEVEL GAUGE
N.T.S.
NOTES:
BENCHMARK — ELEV. 289,845m
NAIL IN H.P. No. 21338, EAST
SIDE OF CONC. 7 OPPOSITE
TERMINAL ENTRANCE ROAD.
NA I REVISIONS
DATE APP'D
APPROVED
DATE. 93
WAN
R.G. ROBINSON
LEGEH D os- "
•�'
EXISTING ELEVATION
--
SWALE OR DITCH
PROPOSED WATEIRMAIN
---- -�
EXISTING WATERMAIN
B/O
SLOW -OFT:'
• --
HYDRO
----�
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PROPOSED FORCIEMAIN
--- •-- --
EXISTING SEWER
N
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REGIONAL AIRPORT
WELL No. 3
CONSTRUCTION MOTES:.
I, WELL DATA
-- 159mm I.Q. / CASING
- TOP OF CASING 285.45
-- GROUND ELEV AT WELL 285.11
- PUMPING LEVEL 279,17 (AT 137 L /min)
°- PUMPING LEVEL 269.32 (AT 343 L /min)
-- PULP SETTING (TOP) 267.00
TOP OF SCREEN 224.76
- BOTTOM OF SCREEN 221.10
WELL PUMP -- GRUNDFOS MODEL +4OSSO -12 (5 hp)
L ML ACmSSOfflES
a 50mm 0 SCH 40 GALVANIZED IRON,COLUMN.
6 MAAS, PITLESS ADAPTOR
c 38mm / PVC DRAIN LINE C/W CHECK VALVE
AT 1.0m BELOW GRADE. EXTENDING TO STORM POND,
WITH 1.0m; 19mm / STONE SUMP..
d) 25mm 0 PVC VENT PIPE THROUGH WELL SEAL TO
300mm ABOVE CASING C/W GOOSENECK AND SCREEN.
® WELL SEAL
6mm / PE .TUBING (AIR LINE) EXTENDING TO TOP
OF PUMP AND FASTENED TO COLUMN. INSTALL TUBING
IN SEPARATE 25mm / CONDUIT TO PUMPHOUSE.
3. WAIMMA
I. INSTALL 150mm / WATERMAIN TO OPSS 701
INCLUDING TESTING AND CHLORINATING.
2. BEDDING, TO OPSD 1102.02
3. INSTALL PIPE AT MINIMUM 1.7m COVER.
C" i P p �r
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DESIGN BL I SCALE 1:250
DRAWN MR REVIEWED RGR
DATE OCT 93 1 SHEET N, W -3
PROD. N'
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282
281 - -
NOTES:
1, OBVERT OF WATERMAIN 2.Om BELLOW FINISHED CENTERUINE OF
ROAD GRADE TYPICAL.
HO f RTS ARE
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NJ' REVISIONS DATE APP'D
APPROVED QAOFESS /041
0 THIRD SUBMISSION UN 14/93 DATE till o 7 11 �o
1 ISSUED FOR TENDER UN 21 /93
2 ISSUED FOR CONSTRUCTION
UL 09/93 " B. . PRYDE m
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..benchmark
BM 1 NAIL IN HYDRO POLE NUMBER 21338, EAST SIDE
OF CONC. 7, OPPOSITE TERMINAL ENTRANCE ROAD.
ELEVATION 289.845m
BM2 NORTH WEST CORNER OF
HEADWALL ON NORTH
- SIDE OF ACCESS ROAR.
ELEVATION 286.091 m ri 0
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- -- 289
- — - - 288
- -- - -- - -- - 287
- - - - -- - -- - - - — -- - 286
285
284
283
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..benchmark
BM 1 NAIL IN HYDRO POLE NUMBER 21338, EAST SIDE
OF CONC. 7, OPPOSITE TERMINAL ENTRANCE ROAD.
ELEVATION 289.845m
BM2 NORTH WEST CORNER OF
HEADWALL ON NORTH
- SIDE OF ACCESS ROAR.
ELEVATION 286.091 m ri 0
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- -- 289
- — - - 288
- -- - -- - -- - 287
- - - - -- - -- - - - — -- - 286
285
284
283
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HEADWALL ON NORTH
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ELEVATION 286.091 m ri 0
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- — - - 288
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- - - - -- - -- - - - — -- - 286
285
284
283
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TYPICAL (TYP•) 1.5m INSULATE ALL SANITARY LATERALS
0.307 FROM FACE OF MANHOLE TO PROPERTY
284.685 LINE OF LOT WITH 10omm EXPANDED
POLYSTYRENE INSULATION MIN. WIDTH
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SECOND SUBMISSION
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THIRD SUBMISSION
3
ISSUED FOR TENDER
4
ISSUED FOR CONSTRUCTION
DATE APP'D
SEP 30/92 ' APPROVED
DATE
MAY 31 /93 � q.93 40 y 19
JUNE 14/93
JUNE 21 /93 X� , j j , .'1.4100 i � +
JULY 09/93
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1 FUTURE
I MAINTENANCE
COMPOUND,
1
I
I
TOPSOIL STOCKPILE LOCATION
299,711M
m?]
SW1- -4
ri wm" raw
AND THRUST BLOCK
_23mrr O BLOW OFF
.E
1.00 lift
I.On
28636
0.5x
57,200m
2ab.33
SWI —5
7-NI
I.OX �
6
0.5x
20 .023
CONTRACTOR tO PLACE STRUCTURAL
FILL TO WITHIN O.30rn Of PROPOSED
I - GRADES WITHIN BOUNDARIES Of' _
I I - COMMERCVL LOTS.
i I
$00 i� CS Rx�' # am 69Ornm x 5!�Or�nrra! CSPA
4� N JW 244.81 ' N INV 23-5,
- - S IN's 284.75► � # �► A
S INV 285.10 vfo
a4 I -
I 75.0m' RIP RAP
I
I w
Li Li Lime
_T _T I '1:[ 17 1 _T I _T
J J 1- 1. p 1-7 17 1 7 1 _T Ef 1 17,--
i I
54"14 111% ..
R`•
...
K ®gyp
:...: w.» . �•...,. P....... ,,. a..
,,..
.,» �...., �... ...«.. �..
� � A00 mw ti wo w" *Am *"ft b0& . ww„ ~ www. ,+.w .ww ,w, ,.. dww *ow �0 , ,y, -- LVC�34 9�G
. w
� +MM ew w,r. rw rrr► rrr rr +w•. +w..► w4�. ,wr mrr .r.. ,r.,. •.r► ,r�+ .rl� wr, #r ...� vlrr w... rifYi. 9�y ar.w urrr mgr agar ,.,,r ar. w. rr �. arw ww � o.r. rr r ,.... �..
ow, `, vn� 200mmo suaDRAIN &MAV IIIXlrr 85,2 ' 253.84 CO
eunoi +c �. UISTINO PLUG N
TO K R-EMOVED
`�,, r� gO L„ p
OCK CHECK DAM HEADWAL
♦ I / � OIPSD 804.03 :` orb
F _7 ....... ._ X85,1 215.14 �fo
_.
IJ
I J L _ i L
-_ a._ . .__..E.W.�....t. �,,. ;, O's willim
"417W �"WAU `..� I ��-' --. -- SANITARY SEWER PROPOSED CATCH BASIN MANHOLE
c�nfr�- �� ;� � QPSp 5134.13 285.1 � I $;'1.14 a....�..._.�__._..,_.__ PROPERTY Lt
laa� tow NE PROPOSED VALVE
INV. 284.7 7 I I y
I I STORM SEWER �
LIMIT Of
CONSTRUCTION
ku P1�OPOSELT T#iRUST iaLOCK
4:#,4rn OF 90Omrr�i I I �°°'�°- � --�- -- WATERMA3N �, PROPOSED PLUG
1 CONCRETE CULVERT* 0,259 1 j
DITCH INVERT ICU PROPOSEO CLEANk)UT
• z
EXISTING SUN UN DIRECTION OF FLOW
z 1 0004 or -ft PROPOSED SUBDRAIN --- - ., ,► PROPOSED SWAL.E
i
0 EXISTING MANHOLE SPOT ELEVATION (PROPOSED /EXISTING)
FUTURE APRON j Q PROPOSED HYDRO POLE T
OP /sOTTO.M SLOPE
EXPANSION 0 PROPOSED MANHOLE . _ _ ... ,.... 00mrn� PVV<r C
ICS PHASE II I ONOUIT FOR FUTURE
I I
b EXISTINO CLEANOUT ELECTRICAL SERVICE
197.50 SUSDRAIN INVERT ROCK CHECK DAM
15, Om � 2.59 y, m 17,ISrt� � 1 � -
I LIMIT OF I. X 1.5x ELEVATION RIP RAP
2011 r CONSTRUCTION f _ �nl" 3 PROPOSED FINISHED FLOOR C.. T C..,.,.
enchmark
,„.r..... ----....-...----
.. .�_,..W..r•
�....�. - -.- .�. �.... �,..�. ,�. W �.. r.. �.. wi � .a..... �. �......
tXift' IL # MAIL IN HYDRO POLE NUNEA 21338s SST SIDE I
OF CONC. 7, OPPOSITE TERMINAL ENTRANCE ROAD. i
,�.�.. ....... ...�.. ca�o CX15RNG A�'f?ON ELEVATION z5s.e4��, I
i
SM2 NORTH WEST CORNER OF HEADWALL ON NORTH I I
SIDE OF ACCESS ROAD.
ELEVATION 286,1391 rn �'
1 rt
-44q PPP" CON UL TINO ENGINEERS
i
i
• �
I
�I
I
TOPSOIL STOCKPILE LOCATION
299,711M
m?]
SW1- -4
ri wm" raw
AND THRUST BLOCK
_23mrr O BLOW OFF
.E
1.00 lift
I.On
28636
0.5x
57,200m
2ab.33
SWI —5
7-NI
I.OX �
6
0.5x
20 .023
CONTRACTOR tO PLACE STRUCTURAL
FILL TO WITHIN O.30rn Of PROPOSED
I - GRADES WITHIN BOUNDARIES Of' _
I I - COMMERCVL LOTS.
i I
$00 i� CS Rx�' # am 69Ornm x 5!�Or�nrra! CSPA
4� N JW 244.81 ' N INV 23-5,
- - S IN's 284.75► � # �► A
S INV 285.10 vfo
a4 I -
I 75.0m' RIP RAP
I
I w
Li Li Lime
_T _T I '1:[ 17 1 _T I _T
J J 1- 1. p 1-7 17 1 7 1 _T Ef 1 17,--
i I
54"14 111% ..
R`•
...
K ®gyp
:...: w.» . �•...,. P....... ,,. a..
,,..
.,» �...., �... ...«.. �..
� � A00 mw ti wo w" *Am *"ft b0& . ww„ ~ www. ,+.w .ww ,w, ,.. dww *ow �0 , ,y, -- LVC�34 9�G
. w
� +MM ew w,r. rw rrr► rrr rr +w•. +w..► w4�. ,wr mrr .r.. ,r.,. •.r► ,r�+ .rl� wr, #r ...� vlrr w... rifYi. 9�y ar.w urrr mgr agar ,.,,r ar. w. rr �. arw ww � o.r. rr r ,.... �..
ow, `, vn� 200mmo suaDRAIN &MAV IIIXlrr 85,2 ' 253.84 CO
eunoi +c �. UISTINO PLUG N
TO K R-EMOVED
`�,, r� gO L„ p
OCK CHECK DAM HEADWAL
♦ I / � OIPSD 804.03 :` orb
F _7 ....... ._ X85,1 215.14 �fo
_.
IJ
I J L _ i L
-_ a._ . .__..E.W.�....t. �,,. ;, O's willim
"417W �"WAU `..� I ��-' --. -- SANITARY SEWER PROPOSED CATCH BASIN MANHOLE
c�nfr�- �� ;� � QPSp 5134.13 285.1 � I $;'1.14 a....�..._.�__._..,_.__ PROPERTY Lt
laa� tow NE PROPOSED VALVE
INV. 284.7 7 I I y
I I STORM SEWER �
LIMIT Of
CONSTRUCTION
ku P1�OPOSELT T#iRUST iaLOCK
4:#,4rn OF 90Omrr�i I I �°°'�°- � --�- -- WATERMA3N �, PROPOSED PLUG
1 CONCRETE CULVERT* 0,259 1 j
DITCH INVERT ICU PROPOSEO CLEANk)UT
• z
EXISTING SUN UN DIRECTION OF FLOW
z 1 0004 or -ft PROPOSED SUBDRAIN --- - ., ,► PROPOSED SWAL.E
i
0 EXISTING MANHOLE SPOT ELEVATION (PROPOSED /EXISTING)
FUTURE APRON j Q PROPOSED HYDRO POLE T
OP /sOTTO.M SLOPE
EXPANSION 0 PROPOSED MANHOLE . _ _ ... ,.... 00mrn� PVV<r C
ICS PHASE II I ONOUIT FOR FUTURE
I I
b EXISTINO CLEANOUT ELECTRICAL SERVICE
197.50 SUSDRAIN INVERT ROCK CHECK DAM
15, Om � 2.59 y, m 17,ISrt� � 1 � -
I LIMIT OF I. X 1.5x ELEVATION RIP RAP
2011 r CONSTRUCTION f _ �nl" 3 PROPOSED FINISHED FLOOR C.. T C..,.,.
enchmark
,„.r..... ----....-...----
.. .�_,..W..r•
�....�. - -.- .�. �.... �,..�. ,�. W �.. r.. �.. wi � .a..... �. �......
tXift' IL # MAIL IN HYDRO POLE NUNEA 21338s SST SIDE I
OF CONC. 7, OPPOSITE TERMINAL ENTRANCE ROAD. i
,�.�.. ....... ...�.. ca�o CX15RNG A�'f?ON ELEVATION z5s.e4��, I
i
SM2 NORTH WEST CORNER OF HEADWALL ON NORTH I I
SIDE OF ACCESS ROAD.
ELEVATION 286,1391 rn �'
1 rt
-44q PPP" CON UL TINO ENGINEERS
1
1
0.5 x
SPLAS
40Umm w MUVVY 2.0m DEEP TO PITILESS ADAPTOR
-rt-- 45Qrr m 0�VC -OR 2�V_ TF,��11y �_ 48.8m DEPTH TO TOP PUMP
---- WELL #2
REFER TO DWG. No. P -1
HP
r:
R i A
R"-1101m:
R.G. Robinson • Consulting
and Associates Ltd. Engineers
5
F
OOmm DI GL 52
14 HIGH STREET DARRIE L4N 1W1 721 --9222
NOTES:
PUDDLE FLAINGE
MIMI • l :.
N," I REVISIONS
0 ISSUE FOR TENDER
1 ISSUE FOR CONSTRUCTION
2 AS CONSTRUCTED
3 WELL No. 3 EQVIPEMENT
JUNCTION
BOX --�
WELL PUMP
KILL. SWITCH
PLUG. ENERGIZED
ON PUMP START
TO BE REMOVED
WELL PUMP
MAIN BREAKER
SIEMENS
T
100mm AI 01.52
0
._._ �...... .,. �, �.
441
VERHEAQ HEATER
�OMOLOX, 3kw
(E LOUVRE
150 x 100mm REDUCER
150mm 0 GATE VALVE:
25mm BLOW OFF A
150mm 0 PVC SDR 26 WATERMAIN
N. FROM WELL #3
PLUGGED END
FXISTING 100mm 0
DI CL52 FOR WELL #3
CONNEC11ON
)0mm 0 VENT
UITS
25mm BLOW OFF'
1I 50mm 0 GATE VALVE
150 x 100mm REDUCER
NEW I'T'EMS REQUIRED (4)
NOTES:
1.
SEE ELECTRICAL DRAWINGS FOR ARCHITECTURAL AND ELECTRICAL/MECHANICAL
CONSTRUCTION. COORDINATE WORK WITH OTHER TRADES.
2.
GRUNDFOS PUMP CONTROL PANEL C/W STARTER AND PRESASURE SWITCH CONTROL
(50/70 PsI, START /STOP RANGE).
3.
PAINT ALL PIPEWORK GREY, UNLESS GALVANIZED
VALVES AND E"ITTIN95 =REWED):
# 81
50mm BALL VALVE
92
32mm BALL VALVE
* Et
50mm ELBOW
E2
100mm ELBOW
f
E3
32mm ELBOW
E4
38mm ELBOW
'M1
38mm METER, SENSUS (ROCKWELL PD)
P
PIPE SUPPORT (501 0 PIPE C/W 100mm 0 BASE AND WELDED COLLAR)
R1
50mm x 38mm REDUCER
R2
100mm x 50mm COMPANION FLANGE 'THREADED REDUCER
T1
50mm TEE
T2
50mm x 32mm TEE
T3
50mm x 38mm TEE
TIC TRANSITION COUPLING
V1
38mm PRESSURE SUSTAINING VALVE (CLAYTON 51G -01)
V2
38mm PRESSURE RELIEF VALVE, 520 KPa
WP
WALL PLUG
..
SAMPLE TAP, HOSE BI.BB
PRESSURE SWITCH
1. 32mm, 38mm AND- b0mm PIPES — SCH. 40 GALVANIZED IRON, THREADED
2. 100mm AND 150mm PIPES -- DI CL52
EQUIPMENT-sk
1 ONE HYPOCNLORINATOR. UNIT, MYERS A151tl -191C METERING PUMP, C/W 114L
SOLUTION TANK, PE TUBING AND INJECTOR.
2� ON EYEWASH. SAFETY SUPPLY Co.. WALL MOUNTED (HAWS)
3� THREE WELL-- x- -TROL, WX350, PRESSURE TANKS (SIZE 454L)
* PRESSURE GAUGES, ASHCROFT, 100mm DIA DIAL BOURDON TUBE TYPE
(0 TO 1000 KPO)
5� ONE ABC FIRE EXTINGUISHER (4.5 Kq)
WATER LEVEL GAUGE, U.S. GAUGE LTD.
7�
WELL PUMP, "TYPICAL SELECTION GRUNDFOS MODEL (7.5 HP)
8� AQUAMAG, MYERS A151-1910. METERING PUMP, C/W 114L SOLUTION TANK.
PE TUBING AND INJECTOR.
* TWO METERING PUMPS, WALLACE AND TIERNAN MODEL 45 -010 C/W PE
TUBING, INJECTORS AND SHE'M PUMPS TO BE ENERGIZED UPON WELL PUMP START.
2BOEOED WOMS6
ALL NEW WORKS ARE HIGHLIGHTED
1. INSTALL PIPEWORK, FITTINGS,VALVES.WATER METER AND A PRESSURE GAUGE FOR WELL #3
2. REMOVE 50mm 0 OVERHEAD BY —PASS LINE.
3. RELOCATE .ONE PRESSURE ,TANK AND THE CHLORINE AND AQUAMAG SOLUTION TANKS.
4. INSTALL 2 METERING PUMPS INCLUDING ACCESSORIES.
5. INSTALL DUPLEX CONTROL PANEL MTN THE FOLLOWING FEATURES:, AS SUPPLIED BY NEAR NORTH ELECTRIC OR EQUAL
— EEMAC ENCLOSURE
— ALTERNA71NG PUMP CONTROL, OPTION
— HAND/OFF/AUTO CONTROL
-- OPERATING LIGHTS
BUZZER ALARM AND UGHTS
-- TIME DELAY CIRCUITRY
— 3 PRESSURE SWITCHES
POWER CABLE TO WELL #3
-- SECOND PUMP TO START UPON A PUMP FAILURE
-- 3 PROBE CABLES
— SUBMIT SHOP DRAWINGS
S. CONTRACTOR TO RETAIN VOSTING WELL PUMP CONTROLS.
7. REMOVE EXISTING WELL PUMP AND INSTALL 3 PROBES FOR, PUMP START, RE —START AND ALARM.
ORO- BARRIE' ORILLIA
H I P p��
o�,
ti p
i � 6N1
DESIGN /►
DRAWN MR
DATE JUNE 92
� y )r •
SHEET. N-I W-r2
vert 0
PROJ. N'
017-90031-35