HomeMy WebLinkAbout08 065 KCMC Phase I Construction Services Agreement (CRA)
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THE CORPORATION OF THE MUNICIPALITY OF KINCARDINE
BY-LAW
NO. 2008 - 065
BEING A BY-LAW TO ENTER INTO A CONSTRUCTION SERVICES
CONTRACT FOR THE DRAINAGE & BUILDING REMEDIATION OF THE
KINCARDINE COMMUNITY MEDICAL CLINIC
(CRA Contractors Limited)
WHEREAS Sections 11 (1) and (2) of the Municipal Act, 2001, S.O. 2001, c. 25
as amended gives broad authority to lower-tier municipalities to provide any
service or thing that the municipality considers necessary or desirable for the
public and authorizes lower-tier municipalities to pass by-laws respecting health,
safety and well-being of persons and services and things that the municipality is
authorized to provide under subsection (1);
AND WHEREAS pursuant to the said Municipal Act, Section 8 (1) and 9 provide
that the powers of a municipality under this or any other Act shall be interpreted
broadly so as to confer broad authority on the municipality to enable the
municipality to govern its affairs as it considers appropriate and to enhance the
municipality's ability to respond to municipal issues and a municipality has the
capacity, rights, powers and privileges of a natural person for the purpose of
exercising its authority under this or any other Act;
AND WHEREAS the Council of The Corporation of the Municipality of Kincardine
deems it appropriate to complete drainage and building remediation of the
Kincardine Community Medical Clinic which is identified as Phase I with
subsequent new construction identified as Phase II;
NOW THEREFORE the Council of The Corporation of the Municipality of
Kincardine ENACTS as follows:
1. That the purchase of services for drainage and building remediation for the
Kincardine Community Medical Clinic is exempted from the requirements of
the Purchasing & Procurement Policy GG.2.17 and that this is sole sourced to
CRA Contractors Limited as they have already been involved in, and prepared
a report on, the assessment of the drainage and building on the site.
2. That The Corporation of the Municipality of Kincardine enter into an agreement
with CRA Contractors Limited to purchase and receive the services necessary
to complete the drainage and building remediation at the Kincardine
Community Medical Clinic as set out in the Construction Services Agreement
attached hereto, and forming part of the By-law, as Schedule "A".
3. That CRA Contractors Limited are the engineer of record for the Kincardine
Community Medical Clinic project Phase I and Phase II.
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KCMC Phase I Construction Services Agreement (CRA) By-law
By-law No. 2008 - 065
4. That the Mayor and CAG be authorized to sign, on behalf of The Corporation
of the Municipality of Kincardine, the Agreement with CRA Contractors Limited
attached to this by-law and to affix the corporate seal.
5. This by-law shall come into full force and effect upon its final passage.
6. This by-law may be cited as the "KCMC Phase I Construction Services
Agreement (CRA) By-law".
READ a FIRST and SECOND TIME this 16'h day of April, 2008
d~~
M yor
~i""'-~~
Clerk
READ a THIRD TIME and FINALLY PASSED this 16'h day of April, 2008.
Q,..,.,." 'l>aL ~
Clerk
~
ayor
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CONSTRUCTION SERVICES CONTRACT
DRAINAGE & BUILDING REMEDIATION
KINCARDINE COMMUNITY
MEDICAL CLINIC
MUNICIPALITY OF KINCARDINE
KINCARDINE, aNT
APRIL 2008
REF. NO. 051120
Prepared by:
Conestoga-Rovers
& Associates
651 Colby Drive
Waterloo, Ontario
Canada N2V 1 C2
Office: 5190884.0510
Fax: 519"884.0525
Worldwide Engineering, Environmental. Construction. and IT Serl/ices
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CONSTRUCTION SERVICES CONTRACT
DRAINAGE AND BUILDING REMEDIATION
KINCARDINE COMMUNITY MEDICAL CLINIC
No.:
Date:
-/-/-
eRA Contractors Limited (hereinafter called "CONTRACTOR"), hereby agrees to provide construction
services to
The Municipality of Kincardine
(hereinafter called "CLIENT"), and CLIENT agrees to purchase and receive from CONTRACTOR the
following services (hereinafter called the "Work") on the Terms and Conditions set forth below and in
Exhibit A attached hereto (hereinafter called the "Contract"), and any acceptance of the Work described
herein by CLIENT shall constitute acceptance of such Terms and Conditions.
CONlRACTOR shall furnish the necessary labor and materials required to complete the Work of
Drainage and Building Remediation at the Kincardine Community Medical Clinic. The Work shall
consist of:
1) Mould testing and monitoring;
2) Interior building material removalsi
3) Preliminary design and reporti
4) Allowance for approvals;
5) Detailed design and drawings;
6) Construction of interior and exterior drainage improvementsi and
7) Construction reporting and management.
and as further outlined in the Preliminary Design Report set forth as Exhibit B.
CONTRACTOR maintains the insurance set forth in Exhibit C.
As per the not to exceed budget approved by CLIENT and agreed to by CONTRACTOR (including any
Change Orders requested by CLIENT) as set for the in Exhibit D.
The term of the Contract shall be:
1.
to the completion of reporting following the mould monitoring and interior construction
activities, per the project schedule included as Table 3 in the Preliminary Design Report.
MUNICIPALITY OF KINCARDINE
CLIENT
BQ_ L- A~Q<y~ -mil
Ap (elL:>! 0 'is
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___\ <'\.... t'.:.. (',}"-.,,' v'\.rc l (" _ l\ 0
(Print Na an (Date)
By,
.A v~"~
Vice PJeSi.Q.Q~f &/0/0/)
(Date)
(Print Name and Title)
2026(52
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I 2026(52)
EXHIBIT A
TERMS AND CONDITIONS - ENVIRONMENTAL SERVices
(eRA CONTRACTORS LIMITED)
This Contract is the exclusive and final embodiment of alld
contains all understandings oflhe parties hereto with reapeetto
the subject matter hereof and supersedes any and all prior
contemporaneous agreements, representations, and
understanding of the parties hereto with respect to said subject
malter, No claim of waiver, modification, supplement,
amendment, consent, or acquiescence with respect to any
provisions of this Contract or the transactions contemplated
hereunder shall be made againsl eilher party hereto excepl on lhe
basis ola written instrument executed by or 011 behalf of such
party. No waiver of any of the provisions of this Contract shall
constitute a waiver of any other provision, nor shall any waiver
constitute a continuing waiver.
No provision of this Contract express or implied, is intended to
confer any right or remedy on any person other than the parties
hereto and their respective successors or assigns, nor is any
provision of this Contract intended to relieve or discharge the
obligation or liability of any third person to any party hereto, nor
shall any such provision give any third person any right of
subrogation or action over or against any party to this Contracl.
CONTRACTOR warrants that it has the capability, experience,
and means required to executetheWork,andwill maintain that
capability during the performance of the Work. CONTRACTOR
warrants that it has the right to enter into this Contract and that
neither CONTRACTOR or its employees are subject to any
restrictive obligations imposed by any third party which would
materially impair CONTRACTOR's or its employees' ability to
consult with CLIENT respecting the Work. Other than as
specificaliy provided in this Paragraph 3, CONTRACTOR MAKES
NO FURTHER WARRANTIES OR REPRESENTATIONS,
EXPRESSED OR IMPLIED, OF MERCHANTABILITY OR
OTHERWISE.
CONTRACTOR shall execute assignments in a manner
consistent with generally accepted engineering practices,
applicablefederal,provincial,andlocalcodesandlawsusingonly
personnel properiy qualified to do the Work assigned.
CONTRACTOR shall observe all of CLIENT's rules involving
health, safety, environmental, and security of which
CONTRACTOR has been advised in writing when working on
premises owned,leased, rented, or otherwise lawfully accessed
by CLIENT.
Services provided by CONTRACTOR under this Contract may be
terminated by CLIENT at any time upon 30 days prior written
notice to CONTRACTOR. CONTRACTOR shall be reimbursed at
full cost up to the date of termination. Such reimbursement shall
illclude the cost of any commitments between CONTRACTOR
and third parties which, though unperformed at the date of
terminallon, are not revocable.
All charges shall be invoiced against this Contract and payable in
Canadian funds. Payment shall be made no later than 30 days
from date of invoice. late payment will be assessed an interest
charge of1.5 percent per month.
CONTRACTOR shall keep records of accounts using generally
accepted accounting principles, CLIENT or a CLIENT-designated
chartered accountant and acceptable to CONTRACTOR shall at
reasonable times and upon prior notice have access to and the
right to make audits of books- on-account, receipts, and records
pertaining to payments due, including reimbursable costs incurr ed
In the performance of the Work by CONTRACTOR. The costs of
such audits shall be borne by CLIENT.
The CONTRACTOR and its employees and agents shall, for all
purposes hereunder, be deemed independent contractors and not
employees of CLIENT.
CONTRACTOR and CLIENT each acknowledge that information
disclosed from one to the other pursuant to this Contract may be
confidential to the disclosing party. The partles agree that such
CONFIDENTIAL INFORMATION shall be maintained in
confidence and not revealed to others.
The term "CONFIDENTIAL INFORMATION" as used herein
means Information, data, and experience whether ofa technical ,
engineering, operational, or economic nature, supplied to or
oblained by the receiving party from the disclosing partyinwritln g
and designated as confidentiai,in the form of drawings, orally or
by observations, provided that if obtained orally or by
observations, the same shall be confirmed in writing by the
disclosing party as confidential within 10 business days of its
disclosure to the receiving party, except information which is now
or hereafter becomes part of the public domain through
publication, or infonnatlon which was in the receivil1g party's
possession at the time of receipt from the disclosing party, or
which hereafter comes into the receiving party's possession and
was not or is not acquired by the receiving party from the
disclosing party, sources under obligation of secrecy to Ihe
disclosing party or sources which require the receiving party 10
holditlnconfidence.
The obligations stated in this Paragraph 10 shall survive the
termination of this COlltract untii the earliest of the following
should occur:
,)
".
Such CONFIDENTIAL INFORMATION has become
avallabie to the general public through no fault of the
receiving party, or
Such CONFIDENTIAL INFORMATION is received by the
receiving party from others who are in lawful possession
of such and who by such disclosures are not breaching
anyobligalion owing to the disclosing party.
CONTRACTOR agrees to and shall indemnify, defend, and hold
harmless CLIENT and Its employees and agents from and against
any and all claims, demands, causes of action, penalties, losses,
damages,expenses,andotherliabilitiesofanykind(includlngbut
not limited to reasonable attorney's fees, court costs, and other
expenses related thereto) caused by, arising outof,or attribut able
to the negligent act or omission or reckless or willful misconduct
of CONTRACTOR, Its subcontractors, agents, or employees in
performing the Work under this Contract, except to the extent
caused by or attributable to the negligent act or omission or
reckless or willful misconduct of CliENT, ils contractors, agents,
or employees, CLIENT agrees to and Shall indemnify, defend,
and hold harmless CONTRACTOR and its employees and agents
from and against any and all claims, demands, causes of action,
penalties, 10sses,damageS,expenses,andotherliabilitiesofany
kind (including but not limited to reasonable allorneys' fees, cou rt
costs and other expenses relaledthereto) caused by, arising out
of or under or occurring in connection with the Work under this
Contractor the site upon which any Work is to be performed,
except to the extent caused by or attributable to the negligentac t
or omission or reckless or willful misconduct of CONTRACTOR,
its subcontractors, agents, or employees In performing the Work.
b)
CONTRACTOR shall maintain the insural1ce set forth in the
Attachment 1.
12.
This Contract is not intended to create and shall not be deemed
to have created the relationship of partners or joint venturers or
any other relationship between the parties hereto other than that
specifically described herein.
13
THIS CONTRACT SHAll BE GOVERNED BY AND
CONSTRUED IN ACCORDANCE WiTH THE LAWS OF THE
PROVINCE OF ONTARIO.
14.
If any portion or provision of this Contract be declared by any
court of competent jurisdiction to be invalid, the remaining
portions of this Contract, l1evertheless, shall remain in full force
and effect.
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EXHIBIT B
PRELIMINARY DESIGN REPORT
BUILDING REHABILITATION AND DRAINAGE IMPROVEMENT
APRIL 2008
,1121)
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PRELIMINARY DESIGN REPORT
BUILDING REHABILITATION
and DRAINAGE IMPROVEMENTS
MEDICAL CLINIC SITE
KINCARDINE COMMUNITY MEDICAL CLINIC
MUNICIPALITY OF KINCARDINE
KINCARDINE, ONTARIO
Prepared For:
Municipality of Kincardine
APRIL 2008
REF. NO. 051120 (3)
This report is printed on recycled paper.
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TABLE OF CONTENTS
Page
1.0 INTRODUCTION............................................................................................... ................... 1
2.0 INVESTIGATIVE ACTIVITIES ............................................................................................2
2.1 BACKGROUND INFORMATION ................................................................... 2
2.2 GROUNDWATER MONITORING.................................................................. 2
2.3 SITE SURVEYS .................................................................................................... 3
3.0 PROPOSED CONSTRUCTION COMPONENTS.............................................................. 4
3.1 MOULD ABATEMENT ..................................................................................... 4
3.2 FLOOR SUBDRAINAGE ................................................................................... 5
3.3 GRADING IMPROVEMENTS .......................................................................... 5
3.4 FIELD INTERCEPTOR.......................................................................................6
3.5 PERIMETER DRAINAGE ................................................................................. 6
3.6 RAINWATER LEADERS ................................................................................... 7
3.7 STORM SEWER .................................................................................................. 7
3.8 RESTORATION .................................................................................................. 8
3.9 MONITORING PROGRAM .............................................................................. 8
3.10 MAINTENANCE OF SySTEMS....................................................................... 9
4.0 IMPLEMENTATION ........................................................................................................... 10
5.0 COSTING........................................................... ......... .................................... ....................... 11
6.0 SCHEDULE.................. .............................................. ................................... ............... ........ 12
051120(3) CONESTOGA-ROVERS & ASSOCIATES
LIST OF FIGURES
(Following Text)
FIGURE 1 GROUNDWATER ELEV A nONS
LIST OF TABLES
(Following Text)
TABLE 1 STORM SEWER DESIGN CALCULATIONS
TABLE 2 PROJECT BUDGET
TABLE 3 PROJECT SCHEDULE
LIST OF APPENDICES
APPENDIX A BOREHOLE AND TEST PIT LOGS
LIST OF DRAWINGS
DRAWING 1 FLOOR SUBDRAINAGE
DRAWING 2 GRADING REVISIONS
DRAWING 3 PERIMETER DRAINAGE
DRAWING 4 FIELD INTERCEPTOR
DRAWING 5 DRAINAGE AREAS
DRAWING 6 STORM SEWER SYSTEM
051120(3)
CONESTOGA-ROVERS & ASSOCIATES
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1.0 INTRODUCTION
In 2003, the Municipality of Kincardine (Kincardine) completed construction of the
Kincardine Community Medical Clinic (KCMC), a facility of approximately 7000 square
feet on each of two levels providing space for personal medical services adjacent to the
South Bruce Grey Health Center. In 2006, the Health Center completed site access and
parking lot expansion around and south of the clinic building.
In mid 2007, due to building conditions, staff and facilities from the lower level were
relocated to the upper level and to a new portable building west of the KCMC. To date,
no further use has been made of the lower level.
Conestoga-Rovers and Associates (eRA) was retained by Kincardine in November 2007
to develop alternatives for surface and subsurface drainage improvements in the vicinity
of the Clinic, and for the cleanup and rehabilitation of the building's lower level. To
date, CRA has undertaken various field investigations, prepared conceptual and
preliminary designs, and presented numerous alternatives to Kincardine Staff and
Council for their consideration.
On March 5, 2008, Kincardine Council moved to accept the plan of action proposed by
local contractor Don MacArthur to rehabilitate the lower level of the KCMC and to make
improvements to exterior grading and drainage. As part of this plan of action, this
Preliminary Design Report which outlines the details of rehabilitation and drainage
works, is being submitted to Kincardine for information purposes.
051120 (3) CONESTOGA-ROVERS & ASSOCIATES
051120(3)
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CONESTOGA-ROVERS & ASSOCIATES
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2.0
INVESTIGATIVE ACTIVITIES
2.1 BACKGROUND INFORMATION
CRA was provided with tender and post~construction record versions of the drawings
prepared by the architect for the KCMC. These drawings show details of the KCMC
structure as well as lower floor and foundation wall backfill and drainage facilities.
CRA was also provided with a set of tender drawings for the 2006 exterior site works,
which include details of access roads, site grading and drainage, parking lot expansion
and storm sewer modifications and expansion.
In addition, site visits were made on various occasions to view and document existing
conditions both inside and outside the building.
2.2 GROUNDWATER MONITORING
In November, 2007, CRA coordinated the drilling of six monitoring wells (MW) around
the KCMC to determine existing soil conditions and to monitor groundwatcr levels and
fluctuations. These wells are located north and west of the building as shown on
Figure 1. Well logs are attached in Appendix A.
In general, native clayey silt soil was found to the termination of each borehole to a
depth of 4 to 5 metres (m) below ground surfacc, which in all cases is deeper than
footing level. MW-l through MW-4 had approximately 300 millimetres (mm) of topsoil
and sand fill above the clayey silt, and MW-5 had 0.6 m of fill underlain by a 0.3 m thick
sand seam, and MW-6 had 0.3 m of topsoil and 1.2 m of sand fill above the clayey silt.
At completion of drilling, all monitoring wells were observed to be dry. Each
monitoring well was completed with a slotted screen and riser to allow future stabilized
water level measurements to be taken. All the risers were capped with watertight plugs
and flush mount casings were installed at grade to protect each riser.
Water levels in the monitoring wells were monitored on three occasions subsequent to
the drilling. Water level data is shown on Figure 1. The most recent levels measured on
March 13th 2008 indicate that in the area of MW-l the groundwater is about 0.3 m below
the lower floor level, whereas at all other well locations the groundwater levels are 1 to
1.5 ill above the lower floor.
_ _ _ ~ _ _ _ -- _ _... '.... - - .. .~ - -
. MW4-07
~
eMW2-07
o 4 812m
~
p-
--~--
p-
-------
p- .
~--
p-
slqE\'lAU(
Figure 1
GROUNDWATER ELEVATIONS
KINCARDINE COMMUNITY MEDICAL CLINIC
Kincardine, Ontario
51120-20(001)GN-WA001 APR 01f2008
LEGEND
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SWALE CENTRE LINE
o MH MANHOLE
o C.B. CATCHBASIN
. MW1-07 MONITORING WELL (BYCRA)
$TP3-07
TEST PIT (BY eRA)
GROUNDWATER ELEVATION
(MARCH 13,2008)
RAIN WATER LEADER
I I ASPHALT
1_ / I CONCRETE
(211-37)
GroundwaterElevalions
Monitoring
Well
MW1-07
MW2-07
MW3-07
MW4-07
MW5-07
MW6-07
Dec. 6,2007 Jan. 3,2008 Mar. 13,2008
DO'
DO'
210.17
DO'
DO'
DO'
DO'
209.72
211.37
211.86
212.03
DO'
210.01
211.34
211.58
211.86
211.37
211.45
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Three test pits (TP) were excavated to observe the nature of the soil and soil moisture
conditions at the KCMC. Test pit logs are attached in Appendix A.
TP-l was completed beyond the access road southeast of the building. This test pit
exhibited clayey silt to its full depth at 2.9 m (2.5 ill below lower floor level) with ground
water seepage accumulating at the bottom prior to backfilling. As well, shards of clay
field drainage tile were found in the excavated soil.
TP-2 was completed adjacent to the building at its southwest corner and found medium
grained sand backfill adjacent to the foundation wall. A cloth membrane was found
glued to the concrete foundation wall with an overlying green waterproof membrane.
At 3.2 m depth the foundation drainage gravel was encountered. This pit was
terminated at a depth of 3.3 m (OA m below the lower floor) on native clayey silt.
TP-3 was completed adjacent to the building at its northeast corner. Sand backfill was
present to a depth of 1.2 m where dark grey foundation drainage gravel was found.
This test pit was terminated at 1.5 m (0.7 m below the lower floor) in the native clayey
silt.
In September 2007, inside the building, Kincardine cut a trench through the concrete
floor extending a distance of approximately 12 m along the hall adjacent to the former
pharmacy room and was hand excavated to 400 mm below floor level. Wet, silty
sand/sand was found immediately below the concrete floor slab with the perforated
drain pipe in a sock up tignt to the underside of concrete. A snort section at the north
end was dug to a depth of approximately 600 mm where static groundwater level was
encountered at that time.
2.3 SITE SURVEYS
A topographic and site feature survey was undertaken in November 2007 for the area
within the access road around the KCMC. Based on this survey, a current conditions
site plan was prepared with contours illustrating the site grading. Subsequent to this,
further surveying was completed in March, 2008 to identify topography adjacent to the
site and along potential alignments for a new outlet storm sewer. All survey
information was compiled into one site plan and surface model for design purposes.
051120(3)
3
CONESTOGA-ROVERS & ASSOCIATES
3.0
PROPOSED CONSTRUCTION COMPONENTS
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The alternative selected by Kincardine for the surface and subsurface drainage
improvements involves both interior and exterior work. In order to expedite this work,
Council approved the immediate completion of mould abatement and the cleanup
program for the lower level, as well as preparation of this preliminary design report
describing the scope of the proposed remedial construction.
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3.1 MOULD ABATEMENT
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eRA conducted a Mould Assessment as documented in a letter to Kincardine on
March 12, 2008. Based on the recommendations of the Mould Assessment, mould
abatement activities for the lower level of the KCMC were completed between March 14
and April 1, 2008.
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For site preparation, a construction crew disconnected plumbing, removed fourteen
cabinets, and dismantled motorized filing cabinets to fully expose all floor areas.
Baseboards and the rubble generated from the excavation of the trench in the hallway
also were removed.
The Ron Boyko Group (RBG), a qualified and experience mould abatement contractor,
completed mould abatement activities following Level 2 protection protocols. REG
removed all carpet and vinyl flooring materials. These removed materials were bagged
and placed in a dumpster and qisposed at the municipality's landfill site as solid non-
hazardous waste. All of the floors were HEP A vacuumed and an anti-microbial agent,
Concrobium™, was sprayed on the floors and walls.
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Based on CRA's observations, as a precautionary measure the lower approximately
200 mm of drywall on all walls was removed by the general construction crew. In
addition, drywall was removed to a height of approximately 1.2 m at two locations
where the drywall was observed to be damp and/or significant moisture was observed
underneath the flooring materials. These locations included the south wall of
examination room number 134 and the west, north and east walls adjacent to the
motorized filing cabinets in room 118. An approximately 1.2 ill in height and 0.6 ill in
width piece of drywall was also removed from the exterior wall in the hot water
heater/utility room 114 since water staining was observed on the drywall and floor
below an open conduit.
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051120(3)
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CONESTOGA-ROVERS & ASSOCIATES
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051120(3)
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Drywall removal exposed the steel wall studs, base and insulation throughout the
building. A visual inspection of the elevator vault was also completed, which did not
indicate any sign of water or mould. The exposed steel framing, insulation, and elevator
were spayed with the anti-microbial agent.
The Mould Assessment (eRA, March 12, 2008) also identified the presence of mould in
one tape sample collected from the upstairs waiting area. RBG cleaned the area with
anti-microbial solution, removed a 200 mm diameter section of drywall, inspected the
drywall, sprayed the inside of the drywall with anti-microbial agent and covered the
void with a decorative piece of wood as a closure piece.
3.2 FLOOR SUB DRAINAGE
^ system of under floor subdrains will be constructed to collect moisture from under the
lower level floor. The extent to which these subdrains are built will be determined by
test excavations through the floor. The existing trench adjacent to the former pharmacy
is being monitored for moisture and groundwater conditions, and additional test holes
will be excavated in other accessible areas of the building.
For preliminary design purposes, a system of perforated drain pipe encased in clear
stone and geotextile is shown on Drawing 1 to be installed in a grid at a depth of
500 mm below the top of floor elevation along existing hallways. This layout provides a
maximum distance of approximately 8 m between the pipes, which is considered
adequate to collect moisture that may accumulate in the silty soils under the concrete
slab. Locating the pipes along hallways eliminates the need for removal of the existing
lower level walls and provides adequate space for construction by a reasonable method
of power sawcutting and hand excavation.
3.3 GRADING IMPROVEMENTS
In order to promote the drainage of water away from the building foundation walls, the
area between the access road and building will be regraded. The finished grade against
the foundation wall will be raised where possible, and defined swales will be
constructed to channel surface water to the nearest catchbasin. Particular attention will
be paid to the area around the doctors entrance door on the north side of the building as
there has been a history of surface water drainage concerns at that location.
5
CONESTOGA-ROVERS & ASSOCIATES
The roadside curb on the west side of the building is currently at an elevation that is too
high to provide fall away from the foundation waU, therefore this section of roadway
will be removed and lowered to slope from south to north. The roadway and doctors
parking area north of the building will also be removed and lowered to meet with the
new grade of the west side road.
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A new surface water barrier berm about 0.5 m in height will be constructed from the
existing berm on the north side of the access road to the east and extended down the east
side to the northeast corner of the parking lot. The purpose of this berm is to prevent
surface water runoff from the adjacent field from entering the building area drainage
and storm sewer system. The extension of the berm will reduce the potential for a sewer
surcharge due to excessive surface water runoff volumes.
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Details of the aforementioned grading improvements are shown art attached Drawing 2.
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3.4
FIELD INTERCEPTOR
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A groundwater interceptor consisting of a clear stone filled trench and perforated pipe
will be constructed across the north side of the KCMC outside of the access road. The
perforated pipe will be placed at a depth that is a minimum of 1.0 m below the lower
level floor in a trench backfilled with clear stone to within 1 m of surface elevation. This
configuration will intercept groundwater moving through the soil and from field tiles
currently existing in the agriculture field north of the KCMC access road. The
perforated interceptor pipe will be connected to the new storm sewer system via a solid
wall pipe proposed to be installed along the east property limit. The field interceptor
will assist in lowering the elevated groundwater within the building area.
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3.5 PERIMETER DRAINAGE
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The location for the field interceptor is shown on Drawing 3 with design details
included on Drawing 4.
A combination footing weeper and perimeter interceptor will be constructed adjacent to
the building foundation wall. The perforated weeper pipe will sit on the top of the
building footing, and the perforated interceptor will be offset from the edge of the
footing approximately one metre laterally and a metre deeper than the lower floor. The
weeper and interceptor pipes will be backfilled with clear stone to a depth of one metre
above the lower floor level and the stone wrapped in non-woven geotextile. A synthetic
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051120(3)
6
CONESTOGA.RoVERS & ASSOCIATES
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051120(3)
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drainage sheet will be placed against the foundation wall from ground surface to the
weeper pipe to ensure no infiltrating surface water can accumulate against the building.
On the outside wall of the trench, a synthetic drainage blanket will be draped on the
sidewall and extend from just below grade to hydraulically tie into the stone bedding.
This blanket will intercept shallow groundwater moving toward the building and
convey it to the interceptor pipe. Above the stone, the trench will be backfilled with
native clayey silt to surface level in order to provide a low permeable barrier to
minimize the infiltration of surface water adjacent to the building.
Perimeter drainage is detailed on Drawing 3.
3.6 RAINWATER LEADERS
A 200 mm solid wall header pipe will accept water from the roof rainwater leaders and
convey the rainwater directly to the new storm sewer system. This header will be
located against the foundation wall at a depth of approximately one metre below
ground surface and will be sloped toward the storm sewer. The location for this header
pipe is shown on Drawing 3.
3.7 STORM SEWER
A new system of storm sewer pipes and inlets will be constructed to collect the surface
water from inside the access road area only and convey it to the ravine south of the
KCMC.
The basis for pipe sizing is the 100 year rainfall event and high runoff coefficients. As
well, a concentration time of two minutes is used for the drainage area for the building
roof. These factors, along with the pipe sizing selected, will provide for the appropriate
level of safety in the design for the protection of the lower level of the building. Sewer
design calculations are attached in Table 1 and the contributing drainage areas are
shown on Drawing 5.
The existing storm sewer which drains the parking lots will be isolated from the KCMC
drainage area. The existing sewer pipe extending north from its connection with the
ditch inlet will be severed and capped. The ditch inlet grate will be replaced with a
closed concrete cap to prevent any backup of water into the KCMC area. In order to
collect the surface water that the ditch inlet formerly accommodated, a new catchbasin
will be installed nearby with a connection to the new storm sewer.
7
CONESTOGA-ROVERS & ASSOCIATES
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-
-
Checked by:
Computed by: RB)"1
-
DHK
line&Localion
AREA from To
,
,
,
,
,
.
,
"
,
MH5
MH6
MH'
CBI eEl
eBl MHCB3
BLDG MH CB3
),,1HCB3 MH4
\1H4 MH5
MH'
MH'
MHo
MH7
MHS
MH7
MH'
MH5
MHo
MH7
OL
-
-
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-
-
TABLE 1
-
-
STORM SEWER DESIGN CALCULA nONS
CRA
STORM SEWER CALCULATIONS
Kincardine Community Medkal Clinic
Increm
Area
hectares
C
0.01
006
0.07
0.05
0.05
0.07
0.06
0.05
0.15
0.00
0.00
0.00
AC Accum
AC
hectares heclares
0.80
0.90
1.00
0.80
0.70
0.008
0,054
0.070
0,040
0-035
0.00
0.85
0.60
0.60
0.042
0.051
0.030
0.1]90
0.00
0.00
0,00
0,000
0.000
0.000
GAlO
0.420
0,420
Concentration Time
In Pipe Total
min mID
O.OOS
0.062
0.070
1},172
0.207
0,042
0.123
0.213
O.TI
0.28
0,19
0.22
0.55
0.30
0-21
0.26
US
0.71
0.50
100l"
Intensity Q Pipe
Q~kACl Size
mm emls mm
5.23 195.34
5.51 194.06
2.19 213.87
573 192.50
6.28 191.30
5.30
195.44
5.51
5.77
193.75
192.59
7.46
8.17
8.66
188.47
182.51
179,12
10El
0.004
0.033
0.M1
0.092
0.110
0.023
0,016
0,114
0.219
0.212
0.208
-
-
l~ 5886
n~ 0,013
k~ 0,00277
InitialTc-5.00
Length Slope
m %
200
'"0
250
'"
"5
26.9 3,50%
21.7 1.50%
10 0,50%
14,9 0,50%
37 050%
300
24,8
1.00%
000
'"
17.4
24.8
1.00%
1.00%
'"
'"
450
"
588
41.4
0.60%
0.60%
060%
-
-
28,6
0,969
-
Sheet:
Date; 21-Mar08
Fall Capacity FullFlow
Velocity
m cm/s m/s
0.942
0.326
0.050
0.075
0.185
0,248
0174
0.248
0.588
0.353
0.248
0.061
0.040
0,042
0,124
0124
0,097
0.097
0.175
0.221
0.221
0,221
1.953
1.279
0.857
1.122
U22
1,363
1.368
1.587
1-389
1.389
1.389
Inverts
Upper lower
211.000
209.347
208.700
208.375
208.251
210.000
209.702
210.000
207.991
207.353
206.950
-
-
-
of_1_
210.059
209.021
208.650
208.301
208.066
209.752
209.528
209.752
207,403
207.000
206.701
51120 New StonTI"sewer-design MarOS
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I 051120(3)
Separation of the sewer systems will reduce the flow in the existing pipes thereby
providing additional storm sewer capacity for surface water flows from the hospital
and parking lot areas.
A new, full size catchbasin will be constructed near the north side doctor's entrance area
with a 200 mm outlet pipe under a minimum one metre of cover. The new catchbasin
and cover will minimize the current problem of the grate and outlet pipe freezing.
The alignment and profile for the storm sewer is included on Drawing 6.
3.8 RESTORA nON
All existing exterior surface features such as retaining walls, curbs, asphalt paving, and
concrete walkways will be restored to original conditions, or as appropriate where
grading changes are being made.
On the interior walls of the building a plywood strip will be fastened to the studs to
replace the drywall that has been removed near the floor. This plywood will act as a
backing on which to nail a built-up wooden baseboard tall enough to lap over the
drywall for a neat finished look.
In order to maintain dry conditions in the concrete floor and new flooring, <l raised
subfloor will be placed on the existing concrete. This floating system is made up of a
plywood panel with a dimpled polyethylene base that provides an air gap between the
concrete and wood. The air gap will prevent the wicking of water through the concrete
and also provide an insulation benefit. Any type of flooring may be installed over the
sub floor, and final selection will be made at a later date based upon intended room
usage and maintenance considerations.
3.9 MONITORING PROGRAM
Now that the flooring and lower drywall has been removed and disinfection completed.
eRA will continue to observe the interior surfaces, particularly the concrete floors, for
signs of moisture and mould. Subsequent to the exterior drainage works being installed,
a specific testing and monitoring program will commence. eRA will collect surface and
air samples and submit the samples for fungal <lnalysis for a three month period as well
as measure moisture levels on the concrete floors/mastic and drywall. Only after
8
CONESTOGA-ROVERS & ASSOCIATES
,I
receiving acceptable test results, and observing proper function of the exterior drainage
systems, will the lower level be considered ready for reinstatement of the drywall and
flooring.
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Additional groundwater levels will be measured from the existing monitoring wells
during the three month monitoring period.
,
3.10
MAINTENANCE OF SYSTEMS
I
To ensure proper, long term operation of the newly installed drainage system, certain
observations and critical activities will need to be completed on an as-needed basis.
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During the winter, snow accumulation on top of the new catchbasin at the north side
doctor's door will be of no concern. As a precautionary measure it is recommended
however that the catchbasin grate be manually uncovered during any periods of snow
melt or rain.
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The storm sewer outlet will have a rodent grate on its outlet in the ravine. The rodent
grate should be checked and kept clear of debris to avoid a backup in the pipe.
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The natural flow path for surface water from the fields is along the east side of the
KCMC to a low lying area east of the parking lot. Normally the ponding surface water
would infiltrate into the surface soil, however based on frost and/or soil moisture
conditions the ponded surface water may overflow onto the parking lot. If the capacity
of the existing parking lot drainage inlet and storm sewer is exceeded then the surface
water would potentially build up until an overflow condition occurs and the water is
able to drain over the southwest corner of the parking lot into the ravine. As the asphalt
pavement at the southwest corner of the parking lot is approximately 600 mm lower in
elevation than the pavement at the parking control gate south of the KCMC, the
pan ding surface water will overflow into the ravine prior to reaching the KCMC
Special attention should be paid to snow removal activities to ensure the snowbanks
created do not block critical overland drainage paths.
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Refer to Drawing 6 for the overflow locations.
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051120(3)
9
CONESTOGA-ROVERS & ASSOCIATES
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4.0
IMPLEMENTATION
It has been established that all work potentially disruptive to operational activities be
completed outside the KCMC's operating hours. This will result in heavy construction
activities being completed on weekends or after 5:00 p.m. and before 8:00 a.m. on
weekdays.
Any disruption of the existing facilities used for access to the KCMC will be temporarily
reinstated for use during business hours, with consideration for ease of use by
handicapped and elderly patrons.
Interruption to the KCMC HV AC systems will be coordinated at acceptable hours and
durations to minimize impact on the KCMC operations.
051120(3)
CONESTOGA-ROVERS & ASSOCIATES
10
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5.0
COSTING
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Table 2 is a summary of the costs estimated for surface and subsurface drainage
improvements including the mould abatement and cleanup work. The estimated costs
also include the cost of the engineering design as well as project coordination and
reporting activities.
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The costs estimates have been based on preliminary designs and as such contingency
allowances have been included where appropriate to accommodate some unexpected
difficulties.
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The total value for the work falls within the budget value established by Council.
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051120(3)
11
CONESTOGA-ROVERS & ASSOCIATES
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TABLE 2
PROJECT BUDGET
Drainage and Building Remediation
Kincardine Community Medical Clinic
25 March 2008
Item Description Amount
1 Mould Testing and Monitoring $ 17,000
2 Interior Building Material Removals $ 41,000
Flooring
Lower drywall
3 Preliminary Design & Rellort $ 22,000
4 Allowance for Approvals $ 15,000
5 Detailed Design $ 35,000
Design
Construction drawings
6 Construction
Exterior $ 297,000
Groundwater interceptor
Perimeter drainage system
Floor subdrainage
Storm sewer system
Grading modifications
lnterior $ 190,000
Lower drywall removal & general cleanup
Building interior reinstatement
Construction Contingency 10% $ 50,000
7 Construction Reporting & Management $ 24,000
Record Drawings
Report
Management
Subtotal $ 69],000
Contingency 10% $ 69,000
Total $ 760,000
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6.0
SCHEDULE
The schedule for completion of the building and drainage works is attached as Table 3.
Start of construction on the drainage works is dependant upon receipt of municipal
approval for the storm sewer.
The start on restoration of the building interior may be affected by the achievement of
acceptable results under the mould and moisture monitoring program.
05112QPI
CONESTOGA-ROVERS & ASSOCIATES
12
-------------------
!III
!III
.
TABLE 3
Kincardine Community Medical Clinic
PROJECT SCHEDULE
Item
MARCH
APRIL
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MAY
JUNE
JULY
AUG
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2
3
4
5
6
7
Construction & Engineering
1 Mould Testing & Monitoring
2 Interior Building Material Removals I Treatment
3 Preliminary Design & Report
4 Approvals
5 Detail Design
6 Construction Exterior I Interior
7 Construction Reporting & Management
Interior Restoration
Presentation to Council
~ '
, COi\"fESTOGA-!'-'\O\/Eri:S
'., ,.', , (~:Ci' ,.
{elo1:llsG
SClO'] LId LS;JL GNY ;J'JOHmI08
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REFERENCE No'
'"
"b.
,,,",SPEC-SOL
051120
BOREHOLE No.:
ELEVATION:
CLIENT: ___ Miller IJ19msorl LLP
PROJECT: ~~l)~!!.lllent Floor Moisture Ingress Investigation
LOCATION:
ENCLOSURE No.:
MW-1-07
211.84m
BOREHOLE REPORT
Page: 1 of 1
LEGEND
DESCRIBED BY: Abdul Khan
DATE (START): Novemher 29, 2007
CHECKED BY:
KincarsHne Commuflity Medical Clinic, Queel1 Street Kincardine, ON
Bruce Polan
I8J SS
f1'J ST
rn RC
~
. SPLIT SPOON
. SHELBY TUBE
. ROCK CORE
. WATER LEVEL
e
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, - 0.30
'''~ "ff!
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209.55
DATE (FINISH): November 29.2007
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DESCRIPTION OF
SOIL AND BEDROCK
;:-iL'~
GROUND SURFACE
'TOPSOIL-sandy loam
CLAYEY SILT-brown,6Ii!ftc,very stifl,
tracesand,tracelO some gravel. mOist
i,
~~g~~~br~~~~~oo~c~~e-
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12
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8151"" 4.5720727
6
~ 161501
~ 17 - " 5,17 20657
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l") _I "
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8 24 i: i
~_, _'__n___________
"em
End of~oreholo ~I 5.17m balowground
surlace,Borehofeopen!odrilleddeplh.
Nofrea water encountere<j in lhe
borehole UPOfl complelion.
Monitorirlo Well Relld!nQS
D,"
"N'O'V211.2007
De<: 6. 2007
Jan3,2008
Water Level DeolhY
Dry
Dry
Dry
" below top of riser
TopofRiserElevation:211,79mamsl
5SB 100 11 7-11_14_15 25
~,
2l ffi1?
ll! oIl E
~"
,':'2
Ie: Sl1ear lesl (Cu) t:.Fleld
C !l! E Blows perP2 Sensitlv;ly (S) 0 Lab
~ .2.$ , l!! ~ 0 Water oonleot (%)
8 .!'1 c::: 6In./ 'ai"Q H AMroor9 limns (%)
co 15 e: e: w,w,
&!. ~O em oIl-. "N'Valua
0.. (hlowsi12 ;"..30cm,
% I I N 10203040506070 BO 90
Concreto' .' "
551 75 20 4-5-4-5 9 '''i''"'I'''E:
p.3Im'"
.. '::~t~~lle
~
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SS2 92 13 6-9-11.14 20
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'pipe
SS3
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155-10.14.1624
'.'"-
SS4 73 13
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creenwith
-san~ pack
H'
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SS5 92116.11.13-113 24
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REFERENCE No_. 051120
_A
-";/i~
ilJSPEC.SOL
BOREHOLE No,:_M'.iX:HI__
ELEVATION: 21258 m
CLIENT: ~~_---.Mtller]h2..I'l!~t;l!l LLP
PROJECT:
LOCATION:
Basement Floor Moisture InQre$s InvllsliQ<ltioo
Kincardif\e Community Medical Clinic. Queer'l Street, Kinc~~91~~!'L__
DESCRIBED BY: Abdul Khan
DATE (START): November 29. 2007
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Feet iMelres212.S8
,1:;;
".,.,;;::;>/
..' .~ ;,<;1<
212.28 '.f
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8
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CHECKED BY:
DATE (FINISH): November 29. 2007
>
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DESCRIPTION OF
SOIL AND BEDROCK
GROUND SURFACE
f'ILL':OPSOIL_S<lnd loam
FILL. Sf\ND-brown,fine grailled,
-nclusionsofclavevsil\.J!Ioisl -------..-
CL<\YEY Si~ T - brown, firm, trace sand,
lracelosomegravel,moist
~~Stiff-------------
~~w~~br~n.~~-------
light grey, v;;;Y stift to' ha~- - - - - ---
EniTofborenolealS.17mbelowground
surfllce.8oreholeopentodrilleddepth.
No free waterencounlered in the
borehole upon completion.
Moni!orinQWellReadinos
Date
Nov29,2007
Dec6.2007
Jan3, 2008
WaterLevelOeoth"
D~
DO
2.82 m
. below lop of riser
Top of Risar Elevalioll: 212.54 m amsl
BruCE/Polan
u" ~
. c . .
. roD >
. E 8
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SS1
552
ENCLOSURE No.: 2
I
BOREHOLE REPORT
I
LEGEND
I5:J 55
ii:J 57
[J] RC
.
Page: 01
. SPLIT SPOON
- SHELBY TUBE
. ROCK CORE
-WATER LEVEL
C $heartest(Cul .t:.Fieid
." 81 ,Q SensWvily(S) 0 Lab
:l <Jj OWS per ~ ~ 0 Walorc;oolent(%1
~ g 6 In / ~ ~ w';i; Att<lrbe,glim;ts ('Yo)
:,2D 15cm Q) . "r,"v:;oU"
U. (blows I 12 h-30 cm)
N 10203040 SO 60 7080 90
Conerel
U,'"''''
92
26 3-5-8-7
13
6
SS3 6314 6-8.12-14 20
iSS4
555
5S6
557
8J
14
3-3-3-4
100 1t- 7-13-16-34 31
100
1::16-13-17
100 11;~ 7-1 2. 1 5-17 2 7 -
lOG 12. 7-12-16-21 37
30
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pipe
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Screen with
sandpllck
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REFERENCE No.: 051120
.17,
{,:~
ilJSPEC.SOL
CLIENT:
PHOJECT:
LOCATION:
ENCLOSURE No ' 3
BOREHOLE No.: ---...M'&3..Q7
ELEVATION: 211..0JLm
01 ,
MillerThomsonLLP
Ba!?ementFIQg!..Mo;stl1relrl~resslnvestiQalion
BOREHOLE REPORT
Page: 1
LEGEND
!21 S3
!2 ST
III RC
.
- SPUT SPOON
- SHELBY TUBE
- ROCK CORE
- WATER LEVEL
Kincardine Community Medical Clinic, Queen Street, Kincardine, eN
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DATE (STAKT); November 29,200-'
DESCRIBED BY; Abdul Kha_r.!___~____ CHECKED BY: _J>.ruce Polai'l
"
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Feet
,
5
6
-2,0
7 -
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8 - ,
2.59210.50
9 -
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3.05
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3.81 209.28
13-1--1I\J 209.13
Hi ,
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DATE (FINISH): Novernber29.2007
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DESCRIPTION OF
SOIL AND BEDROCK
Metres 213.09 GROUND SURFACE
~ FIL~TOPSOIL "ssooy loam ;::-_
o;~ 2129; " /~--"'LL SANDY Sll - _ darn blackish
1 - 0 2127 rl~1 brown tracacla mOist-wet
j CLAYEY SILT - bmwn. sltff 10 very stiff
2 c r : """"d. "."" "m,,",,' m,,,t
3 1.0 I.
i ~"[
f
.
fI
~~o/~~br~n---~-----
fljt----------------
)- light grey
J
, ;;bbiejraqrnenTs-.-------~-
EndDfborll!1o!eat391 m below grovnd
surface due 10 split spooo lelusal
followed by euger refusai. Borehole
open 10 drilled deplll, No/reewater
ellcountered inlha borehole upon
comple-lion,
50!100denOles50bfows per 100mm
penelration.
R denoles 'Refusal'
MQnilorinQ Well Readiflos
i Dale
! Nov29.20Q7
Oee5,2007
Jan3,2007
WatellevelOeolh"
D^
2.90m
1.70m
'beiowlopofriser
Top of Riser Elevalion: 213.07 marnsl
Uc I
2 ' .
roD
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<U ~ 'E Blows per.2 Sens~ivjly (5) 0 lab
:> .a <lJ.. ~ ~ 0 WatarcOI'wm(%)
8.!!?C 6m.! w-cHAUerberglimits(%)
<U 00 15 em c E ' ,
It ~u w. .N"V~lu.
____ Q.. (blowS I 12In.-30crn)
% N 102030~050607080901
i Ce~,~ei"
100 14 3.H-7 8 0 -II
p.3!rn
Bent0f1ite
3
SS2
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l{Olm
100 15
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3.91 m
100 14 4.6.9-12 15
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REFERENCE No,'
051120
~
ilo.lS'PEC.SOL
CLIENT:
I
ENCLOSURE No,:
4
BOREHOLE REPORT
I
BOREHOLE No.: _._MW-4.07
ELEVATION: 213.38 m
P"ge: L of
PROJECT; _..J2"semenl Floor Moisture Ingresslnvestlqstion
MiIIE!!.ID.Q.~9Dj,.J=-E..
LOCATION:
LEGEND
I
DESCRIBED BY Abdul Khan
CHECKEO BY:
DATE (FINISH): November 30,;2007
Kincardine Community Medical Clinic, Queen Street, Ki!:lcardine, O~
BrucePotan
I3l SS
[ij ST
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DATE (START): November 30, 2007
.
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Feet Metre
2
3 1.0
4
1-
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6
2.0
7 2.10
2.29
8
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0.30
213.38
213.23l-;<. ~f
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, I'
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211.26
211.09
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5.17
208.21:'
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DESCRIPTION OF
SOil AND BEDROCK
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GROUND SURFACE
FiLl. TOPSOil- sandy loam
FILL, SILTY SAND. dark blackish
brown,flne-grained,traceorganics,
olst
CLAYEY SILT - brown with grey veins,
stiff, lrace sand,tracagravel,molst
~~~~~w~----------
~~~~~n-----------
-Endof borehole at5,17 m below ground
surface. Borehole open to drilled depth.
No free water encounlered in the
boreholeuponcompletiort.
t.AonilorinqWellReedinqs
Dale
NOV29,2007
Dac6,2007
Jan3, 2008
.l{VaterLeveIDeotn"
DO
DO
1,42m
'belowlopof,iser
Top of Riser Elevation: 213.28 m arnsl
- SPUT SPOON
- SHELBY TUBE
- ROCK CORE
- WATER LEVEL
~I ~ c '"
.JS .
. c ~
~" 0
!:,z ~
%
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=> Q) owe per ~ ~ 0 Water conwnt ('Yo)
.'lii e 6 In f Ql 'U 1--1 Atlerberg IIm~5l%)
00 15cm c.s;W,W,
::EU Ill. -W\lal""
tl. iblows/12ir1...JOcm)
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10 20 30 40 50 60 ~'O 80 90
Concret
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REFERENCE No.:
051129
..~
ilJS'PEC-SOL
BOREHOLE No.: MW-5-07
ELEVATION: 213.54 m
BOREHOLE REPORT
Page: of
CLIENT:
PROJECT:
MillerThomSOl1lLP
B<lSemefltFloorMoislurelf1qr~E.lr1Vesligatior'l
LEGEND
DESCRIBED BY: Abdul Khan
CHECKED BY:
LOCATION: ~incardine Community Medi,,~linic, Que!!..Q.Street, Kincardine, O~
Bruce Polan
I2Iss
fijST
[J] RC
~
DATE (5T ART): November 30, 2007
DATE (FINISH): November 30. 2007
, .
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----------------- 555 92 15 3-7-8-16 15 I
Iighl greyish brOWf1
~~i~~~S1~---------
556 92 ,.. 3.8-10-12 18
SiLTY C:"'AY Til:"'-iightgrey, trace
sand, trace gravel. moist
557 58 14 4-6-9.12 15
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DESCRIPTION OF
SOIL AND BEDROCK
GROUND SURFACE
fiLL TOPSOiL. sandy loam
Fill SAND WITH GRAVEL -light g'ey.
trace silt, moist
SAND-dark brown. loose. fine.gr8inOd,
tracesift,mois!
CLAYEY SILT - brown, firm. truce sand.
Iracegravel,moisl
~ff.~~;;~~rm--------
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,
End of borehole a15.17 m below ground
surface. BorehOle-open 10 drilled depth.
NO rreewater encolJntaredil1llle
boreholauporlcompletiorl.
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~ 21 1-
, -.I
& 221-
~ "-{-70
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>Jov29,2007
Oec6,2007
Jarl 3, 2008
Water Level DCPlh'
D^
o^
1A6m
'belowtopofri.ser
Top of Riser Elevalion: 213.49 m amsl
c; Shoor tes! (Cu) A Field
~ ~ E 81 Q Sensitivity (5) 0 Lab
~ .32 oew,:Pjer"!.': ~ 0 Walerconlarll(%)
8 V! c " a; "0 ,tj. Atleroo'g limits (%)
(lJ 60 15cm e:.f: .>1,
n:: :iU <1>. '"N"V.lue
!l.. (~lowslj2i".-30cm)
% N 10 20 3040 50 60 70 80 90
Concret
u.o:,,"
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Bentol"lite
L+-t----
0.75 m
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551
552
79 16 34-3.5
7
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S53 92 23 24-5.7 9
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.
ENCLOSURE No.:
5
- SPUT SPOON
- SHELBY TUBE
- ROCK CORE
-WATER LEVEL
"6
I
. L3.05m
L- l-J.10 m-~;
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ENCLOSURE No.: 6
REFERENCE No.: 051120
,:~).
it.lSPEC-SOL
,
BOREHOLE No.;
ELEVATION:
MW-6-o7
213,22m
I
BOREHOLE REPORT
Page: of
CLIENT: _.____..M~r Thomson llP
LEGEND
I
PROJECT:
LOCATION:
DESCRiBED BY: Abdul Khan
8asementFloorMoisturelnqresslrwesliqation
Kincardine CommUflity Medical Clinic, Queen Street, Kincardine. ON
t8! 55
I?J 57
[j] RC
~
I
. SPLIT SPOON
-SHELBVTUBE
- ROCK CORE
. WATER lEVEL
CHECKED BY:
Bll.IcePolan
DATE (START): November 30,2007
DATE (FINISH): November 30, 200T
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Feet Me\res213.22
.10.30
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ro~ ~
ro ~E !1lc 6in,t ~ "0 H AllartlW9 limits (%)
0 00 15cm c..s 'Nt"',
~o .
>-Z ~ :;;" Ql . ON-Value
U. (blow$112in._30cm)
% N 102030405060 70lHl 90
I
DESCRIPTION OF
SOil AND BEDROCK
I
GROUND SURFACE
':.' FILL TOPSOIL-sandyloam
I
FILL' SAND - brown, fine-grBined;trnca '" 92 8 2-2.24 4
silt,moi$t
'S2 88 9 3-4-3-3 ,
CLAYEY SILT - brown with grey veins,
sliff,lfacesand, trace gravel, moi~t
553 92 15 3.4-6-9 10
~~~ff--------------
'S4 92 15 5.7-10-.13 17
~~~wn------------
'55 83 13 7.10-13.14 23
:;e;YSlititohard-- ----.-.---
SS6 100 13 17-13-17-1 30
~;Y~ff-------------
26 hi- .
1
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End ofbore~TOle i1t5.17m below ground
surface.8oreholeopenlOdrilleddeplh.
No fleewaler encountered in Ihe
boreholeupencompletion.
I
MonitonnaWellReadino6
I
Date
Nev 29. 2001
Dee 6, 2007
Jafl3,2008
J.. .._~
,
._._-"~-+--
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DO'
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'belowlopefriser
TopofRiserElevatlon:213.21mamsl
.j..
I
-
-
Prom
(m)
0.0
0.15
0.6
14
2.7
2.9
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TEST PIT STRATIGRAPHY LOG
To
(Ill)
0.15
2.9
0.6
5Jightgroundwaterse~page
Project Name: Basement Floor Moisture Ingress Investigation
Projed Number: 51120 Ground Su ace Elevation (m):
alent: Conestoga-Rovers & Associates Test Pit Method: Excavator
Location; Kincardine Community Medical Clinic, 44 Queen Street N, Kincardine, Ontario
Depth Soil Symbol, PrimalY Comp<meut, Secolldrlry Components,
Relative Dellsity/eansistenCl), Grt/ill SizdT'lasticity,
Grada/ioll/Stmchlff, Colour, Moisture COflt<mt, SllpplemeTltary
Descriptors
FILL:TOPSOIL
eLA YEY SILT ~ light brown, with interbedded silt seams, moist
14
clay field tiJes pioces
2.7
2.9
slight roundwater seepa eat 2.9 m bf';s
End of Test Pit at 2.9 III depth b.:low ,,>round surface. Excavation sides stable.
50 mm of grounding water ponding at the base of T<,sl Pit upon completj(lfl.
Backfilledwithexcav$tedmateriaL
210.69Zm
~
~
. .
, .
~"
1
2 2.7m
ill
2.9m
iIJSPEC'SOL
Elevation in metres (m) above mean sea level
""':"_TPS",'.l,~,"
Page 1 of 3
Test Pit DesIgnation: TP1-07
Date Started: 6-Dec-Q7
Date Completed: 6-01"('-07
Inspec-Sol Supervisor: Bruce Polan
Locatiou:(referto testJ,itlocatiolllllap}
~ .
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13m
'0
15m
13
13
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-",;,'
,
t
,
)'
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TEST PIT STRATIGRAPHY LOG
Project Name: Basement Floor Moisture Ingress Investigation
Project Number: 51120 Ground Su ace Elew.tion m:
Client: Conestoga-Rovers & Assodates Test Pit Method: Excavator
Location: Kincardine Community Medical Clinic, 44 Queen Street N, Kincardine, Ontario
Depth Soil Symbol, PrimanJ Component, SecondanJ Comp"'leuts,
Relative Dellsity/Cousisteucy, Grain SiujPiastit:ity,
Gradatimi/Stnlcture, Colour, Moisture Cmltent, SlIpplemelltnry
Descriptors
FILL: TOPSOIL
From
(fII)
0.0
0.1
2.9
3.0
3.2
3.3 3.3
"'\,
To
(m)
0.1
3.0
FIlL.;.SA.Ni5"~.b~;;~~:';;:;~di~-~~:g;:'~T;;~d';"i;~~'g~;~.~r~-;;;~-
2.9
3.2
t;;~~'bi'~~.G~T~~~g;;~;i'i~'y~;"~~;;t'~~;;r:'~"ligb"t~d;~;:'fii~;"f;b;'i~'~~;;p'pf~~~';"
wd
(drainage gravel for foundation drain)
3.3
CLAYEY SilT - grey. trace sand, moist
End of Test Pit at 3.3 In depth below ground surface. Test Pi! excavated close t
the existing building foundation wall at southwest corner. Sample of waler
proofing membrane (scrap piece) and filter cloth obtained. Green water proof
membrane not secured to wall (not glued). doth membrane under green
membrane (glued to wall). Excavation side walls caved in at 1.5 m bgs.
Backfilled withexcOlvated matcriuI.
213.195m
'"
"-
E: ci
~~
P~ge 2 of 3
Test Pit Designation: TP2-()7
DateSlartcd: 6-Dec-07
Date Completed: 6-0e.:-07
Inspec-Sol Supervisor: Bruce Polan
Loc"tifm: (refer to test pit locati",: map)
- ,
... "'.c
'- < ..
;: ""6
j:g :?;
"
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2 2.9m <)
2 2.9m
3 3.2m
ilJSPEC'SOL
Elevation in metres (m) abuve mean sea level
-
-
""""""..SI~'_L"""
-
-
-
-
-
-
-
-
-
9
17
-
-
-
-
-
-
-
-
-
-
From
(m)
0.0
0.15
1.1
12
1.5 1.5
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TEST PIT STRAJI9RAPHY LOG
To
(Ill)
0.15
11
FILL~"SANi)~-b~~n, fii~;'to~:;;'(~iTC;;-g~;i~~'(C~~oi;I~~~I'-"-
Project Name: Basement Floor Moisture Ingress Investigation
Project Number: 51120 Groun Su ace Elevation (01):
Oient: Conestoga-Rovers & Associates Test Pit Method: Excavator
Location: Kincardine Community Medical Clinic, 44 Queen Street N, Kincardine, Ontario
Depth Soil Symbol, J>rimary Component, Secondary Compollents,
ReIatil1f' De/tl;ity/Consfstellcy, Grain She,IPlasticity,
GradatiooVStMfchm', Colorn, Moistllre Content, SlIpplellli!TItary
Descriptors
FILL TOPSOIL
1.2
d';;k'g;;;y"g~~~M~i'i;y~"~;;;:;t~~t;;r"''''''-'''"''-.' ._..._"_..*"....*h..'"...._..._"~.."_....*....".._....
(drainap;c ravel for foundation drain)
CLAYEY 51LT - grey-browl\. trace sand, moist
1.5
End of Test Pit at 1.5 m depth below ground surface. Exc<lwtion sides stable
and Test Pit dry upon completion. Backfilled with exca'-ak->d material.
iNSPEC'SOL
Elevation in m(>!re (m) above mean sea level
"""o.re.-'''''..'",.,b
211.03m
..
~
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~~
1 1.3m 11
2 1.4 13
Page 3 of 3
-
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-,
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"'.:.::;
Test Pit Designation; TP3-{J7
Date Started: 6~Dec-07
Date Completed: 6-Dec-07
Inspec-Sol Supervisor. Bruce Polan
Loc/lfioll; (refer to lest pit lomtioll map)
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BROKER
CERTIFICATE OF INSURANCE
ISSUE DATE (MMIDDIYY)
04/10/2008
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COMMERCIAL GENERAL LIABILITY
o CLAIMS MADE
[Z] OCCURRENCE
[K] PRODUCTSANDIQR
COMPLETED OPERATIONS
lZJ PERSONAL INJURY
IZJ EMPLOYER'S LIABILITY
lZJ TENANT'S LEGAL LIABILITY
IKJ NON-OWNED AUTOMOBILE
JKI H~,RED AUTOMOBilE
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AUTOMOBILELlAElILITY
o DESCRIBED AUTOMOBILES
o ALL OWNED AUTOMOBILES
lZJ LEASED AUTOMOBILES ..
o GARAGE LIABILITY
D
h^LLAUTO"08IlE;SLEASf.OINfXCESSOF3D
PAYSWHERElHE'NSURCOISREQUIR"DTO
~PROVIDE'NSURA"CE
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This cerlificsle is issued asa matter of information only and confe rsno
righls upon the cerlificale holdeLThis certificate does not amen d,extend
or alter the coverage afforned by the policies below.
,~~---
Company
A American Home Assurance
Company
B Aviva Insurance Co. of Canada
Company
C
HKMB HUB International Limited
595 Bay Street, Ste 900
Toronto, ON M5G 2E3
T:(416)597-0008 F:(416)597-2313
Company
D
Company
E
LIMITS IN USD
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1,000,000
1,000,000
l,ooq,?9..9.
1:~~~
. ~-~
.f:~
~ ''.
...iI.
Internatidncl'ig;.
.$'.~
INSURED'S FULL NAME AND MAILING ADDRESS
CRA CONTRACTORS LIMITED
140 BATHURST DRIVE
WATERLOO, ON N2V 1V7
COVERAGES
This is to ~ertify that the policies of insurance listed below have been issued to the insured named above for the policy period indicated, not withstanding any
requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain. The insurance afforded
by the policies descrlbe~.~erein is subject to all the tern.2~:xcl~~ions and conditions of such policies. Ur:nit:> shown may have been reduced by paid cla~~~__
TYPE OF INSURANCE CO POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS OF LIABILITY
LTR DATE (MMIDDNY) DATE (MMIDDNY) (Canadian dollars unless indicated otherwise)
..-- A 1954819 09/30/2007 09/30/2008 EACH' OCCURRENCE $ 1,000,000
GENERAL AGGREGATEt $ 2,000,000
PRODUCTS - COMPIOP $ 1,000,000
AGGREGATE
PERSONAL INJURY
EMPLOYER'S LIABILITY
TENANT'S LEGAL LIABILITY
NON-OWNED AUTOMOBILE
HIRED AUTOMOBILE
41082849 .-.. "~--
B 09/30/2007 09/30/2008 BODILY INJURY
PROPERTY DAMAGE $ 1,000,000
COMBINED
-------
BODILY INJURY $
(Perpersoo) ~-
BODILY INJURY $
(Per accident)
PROPERTY DAMAGE ---
$
EXCESS LIABILITY A 4784542
lZJ UMBRELLA FORM
o OTHER THAN UMBRELLA FORM LIMITS IN USD
AGGREGATE
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09/30/2007
EACH OCCURRENCE
09/30/2008
-~--
OTHERISPECIFYI A 9526827
PollUlion/PrOfessionalLiabilily
LIMITS IN USD
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09/30/2007
Per Occurrence
Aggregale
CovA-Prof(ClaimsMaCle)
CovB-Poll{Occurmn'ce)
09/30/2008
,.- -
DESCRIPTION OF OPERATIONS/LOCATIONS/AUTOMOBILES/SPECIAL ITEMSI ADDITIONAL INSURED
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'CERTIFICATE HOLDER -
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Municipality of Kincardine
1475 Concession 5, RR #5
Kincardine, ON N2Z 2X6
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$ 14,000,000
, 14,000,000
S 10,000,000
, 10,000,000
S
,
$ -
CANCELLATION
SHOULOANYOFTHEABOVEDESCI<IBEDPOLlCIESBECANCElLEDBEFORETHEEXPlRATION
DATE THEREOF, HIE ISSLJING COMPANY WILL ENDEAVOUR TO MAIL 30 DAYS WRITTEN NOTICE
TOTHE CERTIFICATE HOLDER NAMEDTOTHELEFT,BUT FAilURE TO MAIL S UCHNOTICE
SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY. ITS AGENTS
OR REPRESENTATIVES,
AUTHORIZED REPRESENTATIVE
~
Per: <:
l?age10f1
WSY5MOIT
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WSIB
5105'162667 WSI8
............. Workpl.a~ 5af~tv '"
.~ In~<U"ilrn:eBo.r4 55 KING STREET WEST
fSI:itjIl ~delld""'""l' . KITCHEN8R, ONTARIO
.....~.~""'" e1 ~ 81l8W'i1nl.'e
<'O"trI!l"'~dclllw$i1 N2G 4W~ (S19)
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CONTRACTOR
L'ENTRHPRlINEUR
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eRA CONTRACTORS LIMITED
ATTN ABHA T. ROMKBY
140 BATHURST DR
WATERLOO ON
N2V 1 V7
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oa,S6:27a,m.
05222006
2/5
#502
Clearance Certificate
Certlficat de decharge
576-4~30
The Workplace Safety and Insurance Board (WSIBJ
hereby waives its rights under Section 141 of the
WOrkplace Safety and InslJrance Act to hold the
Principal. that Is in a contractual agreement with
the Contractor named, liable for any Section 141
liability of the Contractor for premiums and levies
of the WSJB owing now or within 60 days from the
date of this CertlficatR
Par la presente, la Commission de la securiUl
professionnelle et I'assuranoe contre les sGcidents
du travall {CSPAATJ renonce aux drol18 qullu! sont
confer6s en vertu de I'article 141 de la Loi sur la
aecuriteprofesslonnelle et I'assurance contre les
accidents du travail et qui I'autorisent il tenir
I'entrepreneur principal, qui a signe une entente
contractuelle avec I'entrepreneur dant Ie nom
figureaur Ie pr6sent certlflcst, responsable du
paiement de tout prime ou de touta somme que
I'entrepreneur est tenu de verser il Ie CSPAAT
lmmedlatement ou dans fas 60 jours suivent la date
Ind;qu6e sur ce certificllt.
I
THIS CERTIFICATE IS VALID FOR ALL CONTRACTS OF
THE NAMED CONTRACTOR DURING THB BFFBCTIVE PERIOD
I
LE PRESENT CERTIFICAT EST VALIDB POUR TOUS LBS CON'TRATS PASSES PAR
LEDIT BNTRBPRBNBUR. PENDANT LA PERIODS D'APPLICATION DU CBRTIFICAT
V.lld'!!!!!y' w..... tilt"... by ~ .\lthlll'lZ8d Offlctlr of th" WSIB.
Noll v.IIil._I. &/gMtu", d'ull .,ent lutGnll6 dell CSPAAT.
~~~;-
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AC<:OYntNo.IN"~cumpttl
ArmNo.fN"d'M~
7691335
359772
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flstsl r",,,, O"sorJptfon
Rite/ Taux
021099 INDUSTRIAL CONSTRU
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CQl1tr.cln..~riptio"ID"OIGf'iptio"ductHl"st
il
ATTN: KRISTEN BYRNE
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l:ont.ottl1eWSIBiIVou(julletlontl1e",l;dityOfthl.document.
VeullJel Communique, 8Vl!(: III CSPAA T sf lIOUS HUltZ de III vMidItA rJu p'~_f document.
0190C t07/99l
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!:llllcriptlon
Ha'122/08
Ca1ifloato No.-,N"II. cwtitk:at_
203206376
'5 75
on~\'
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EXHIBIT D
PROJECT BUDGET
Drainage and Building Remediation
Kincardine Community Medical Clinic
April 2008
Item
Description
1
Mould Testing and Monitoring
2
Interior Building Material Removals
Flooring
Lower drywall
3
Preliminary Design & Report
4
Allowance for Approvals
5
Detailed Design
Design
Construction drawings
6
Construction
Exterior
Groundwater interceptor
Perimeter drainage system
Floor subdrainage
Storm sewer system
Grading modifications
Interior
Lower drywall removal & general cleanup
Building interior reinstatement
Construction Contingency 10%
7
Construction Reporting & Management
Record Drawings
Report
Management
Subtotal $
Contingency 10% $
Note: A 5% markup will be applied to all non-eRA subcontractors.
Total $
Amount
$
17,000
$
4],000
$
22,000
$
]5,000
$
35,000
$
297,000
$
]90,000
$
50,000
$
24,000
69],000
69,000
760,000