R-86-99 Approval of a supplement engineering agreement with civil tech engineering, inc. for canal street reconstructionRESOLUTION R-to -"/q
RESOLUTION AUTHORIZING APPROVAL OF A
SUPPLEMENTAL ENGINEERING AGREEMENT
WITH CIVILTECH ENGINEERING, INC.
FOR CANAL STREET RECONSTRUCTION
WHEREAS, the Village of Lemont requires supplemental engineering design services
related to the Canal Street Improvement from Stephen Street to Ed Bossert Drive; and
WHEREAS, the Village seeks to utilize the firm of Civiltech Engineering, Inc. for such
engineering services; and
WHEREAS, the Village and Civiltech have negotiated an agreement to identify the
terms and conditions of the services to be provided.
NOW, THEREFORE, BE IT RESOLVED by the President and Board of Trustees that
the supplemental agreement attached hereto as Exhibit A is hereby approved.
PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES
OF THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DU PAGE,
ILLINOIS ON THIS 8th day of November ,1999.
John Benik
Debby Blatzer
Keith Latz
Connie Markiewicz
Richard Rimbo
Mary Studebaker
AYES NAYS PASSED ABSENT
v
V
v
f
CHARL
Approved by me this 8th day of . ' ,1999.
Air
'44
ARD A. KWA
NE SMOLLEN, Village Clerk
CHARLENE SMOLLEN, Village Clerk
Approved to form:
/s/ Agreement JPA
Village Attorney
Date. 11/3/99
ESKI, Village President
EXHIBIT A
CIVILTECH
ENGINEERING, INC.
500 PARK BOULEVARD • SUITE 250 • ITASCA, ILLINOIS 60143 -1297
(630) 773 -3900 • FAX (630) 773 -3975
October 13, 1999
Mr. James L. Cainkar, P.E.
Village Engineer
Village of Lemont
418 Main Street
Lemont, Illinois 60439
Subj: ProposallAgreement for Extra Design Services
Canal Street - Ed Bossert Drive to Stephen Street
Lemont, Illinois
Dear Mr. Cainkar:
The Village of Lemont has previously retained the services of Civiltech Engineering, Inc. to design
the reconstruction of the subject street, in coordination with a streetscape program. The scope of the
work covered by this original agreement includes " ... the establishment of final vertical and
horizontal alignment, location and size of drainage structures, and compliance with applicable design
requirements and policies." During the design engineering for this work, previously unrecognized
conditions have been revealed which involve work out of the scope of the aforementioned
agreement. In the best interests of the Village, these conditions, which are described in greater detail
herein, should be addressed.
Per our meeting on September 21, 1999, we have prepared this proposal /agreement encompassing
all of the extra professional services required in conjunction with the current Canal Street
Reconstruction Project. This proposal /agreement is intended to amend our original contract
approved by the Village Board on December 14, 1998 and supercede all other proposals for extra
design services previously submitted to the Village, which as of this date, have not been approved.
Briefly, this proposal /agreement addresses the following main areas of concern:
1) The design of a new water main within Canal Street between Ed Bossert Drive and
Stephens Street
2) The design of a new sanitary sewer main between Ed Bossert Drive and the Lemont
Tunnel
3) Design of storm and sanitary sewer separation along Canal Street
4) The video televising of the existing Canal Street combined sewer from the western
side of the existing siphon under the Lemont Tunnel, to Stephens Street.
5) The smoke testing of the existing combined sewer to determine the type of
connections (storm or sanitary) which exist.
We will address each of these areas separately.
Page Two of Eight
Proposal/Agreement; Canal Street Extra Design Services
October 13, 1999
New Water Main Design
At the time that the original agreement was being developed Ms. Littrell recognized that a new water
main would be needed along Canal Street. However, she stated that the Village staff would design
a new water main for Canal Street; that the plans for this water main would be prepared by the
Village staff based on the street design.
On March 12, 1999, Ms. Littrell contacted Civiltech Engineering to request that the design of the
new water main be added to our existing contract. She admitted that the Village staff did not have
the time to perform this design. She instructed us to prepare a proposal for this extra work. Ms.
Littrell stated that the new water main would be 8 -inch in diameter and that it would replace the
existing 6 -inch main. Replacement of all of the services would be part of this additional contract.
Recently, it was identified that there are two active water mains within Canal Street; a six -inch
diameter main and a four -inch diameter main. The dual main system complicates the design and the
construction sequencing.
Water Main Design - Scope of Work
We propose to design a new water main along Canal Street, between Ed Bossert Drive and
Stephen Street, replacing the existing water mains. It is our understanding that the size of
the new water main is to be 8- inches in diameter. This specified diameter has been supplied
to us by the Village and is assumed to be sufficient to meet the goals of the Village.
Our design will determine the proper horizontal and vertical location for the new water main.
This design will take into account required clearances from existing and proposed sanitary
and storm sewers, as well as proper vertical depths to the greatest extend possible, as
described in the "Standard Specifications for Water & Sewer Main Construction in Illinois."
Preliminary investigation has revealed that it will not be possible to achieve the standard
cover over the proposed water main and have the water main go over the Lemont Tunnel.
Routing the water main below the tunnel is not recommended, as there is bed rock below the
tunnel, which would increase the cost to construct the main significantly, as well as make
maintenance and future repairs very difficult. We propose to incorporate into the design
methods to mitigate the affects of the limited depth of cover to provide protection from both
freezing temperatures and vehicle loads.
The proposed water main will extend from a point west of Ed Bossert Drive in order to
correct the existing condition of the water main passing through a storm sewer manhole. We
will design the new water main to connect to the existing 6" water main west of Ed Bossert
Drive and connect to the existing 10" water main, located along Stephen Street. The existing
4 -inch water main along Lemont Street, south of Canal Street, would remain and be
reconnected into the new 8 -inch main.
Page Three of Eight
Proposal/Agreement; Canal Street Extra Design Services
October 13, 1999
We will contact the Village Plumbing Inspector to request information regarding existing
water service connections along Canal Street. We will also request from him the preferred
size of each of the connections being replaced and incorporate this information into the plans.
Water valves and fire hydrants will be included in the design, spaced at intervals per the
"Standard Specifications for Water & Sewer Main Construction in Illinois" or the Village
of Lemont Standards, which ever is.more conservative.
The new water main design will be incorporated into the construction plans and documents
being prepared for the Canal Street reconstruction project. The water main will be shown
on the "Drainage and Utilities" sheets, with appropriate details included within the plans.
The bid documents for the Canal Street reconstruction project will include all work related
to the installation of the water main.
The Special Provisions will address instructions to minimize the amount of time the water
main is turned -off and the amount of time each business or residence is without water while
reconnecting the new services.
The complexity of the replacement of the existing dual system with a single main, as well
as the remainder of the roadway and utility design, necessitates detailed construction
sequencing instructions. We propose to develop this sequencing and describe it either
pictorially or by written instructions and include this information within the construction
documents..
Since the proposed water main will be greater in diameter than the existing main, a permit
through the Illinois Environmental Protection Agency (IEPA) wilt be required. Our work
will also include the necessary submittals to and coordination with the IEPA to permit this
new water main.
New Sanitary Sewer Design
In reviewing video tapes of the existing combined sewer along Canal Street between Ed Bossert
Drive and the Lemont Tunnel, it was recognized that this existing sewer was in a bad state of repair.
Numerous cracks in the sewer were observed; portions of the sewer were missing; large amounts of
sewer bedding material were observed in the pipe, indicating significant seepage and cracks along
the sewer; and several sections were no longer round, but oval in shape, indicating that the pipe is
collapsing. Although the sewer may last several more years in its current state, it will eventually
need to be replaced. It is also likely that the existing sewer will collapse during the street
reconstruction, in which case, replacement would be necessary. Since the roadway itself is being
reconstructed, the most economical and logical time to replace is this sewer is in conjunction with
the roadway work.
Page Four of Eight
Proposal/Agreement; Canal Street Extra Design Services
October 13, 1999
A different, lesser quality video tape of the combined sewer east of the Lemont Tunnel indicated that
this sewer is in a good state of repair. Placement of this sewer is not necessary and the existing
sewer will be left in place during this project.
Sanitary Sewer Design - Scope of Work
We propose to design a new sanitary sewer to replace the existing combined sewer along
Canal Street, between Ed Bossert Drive and the Lemont Tunnel. The new sewer will connect
to the existing siphon under the tunnel. The size and slope of the sanitary sewer will be
determined by Civiltech, such as to create the highest velocity possible as it enters the
existing siphon.
The new alignment of the sanitary sewer will be such as to maintain the appropriate
horizontal distance from the new water main. The alignment will also be determined such
that the existing combined sewer will remain in place during construction, until such time
as the services can be transferred.
As part of this work, we propose to prepare the necessary IEPA permits required for new
sanitary sewer construction. Additionally, we shall prepare the permits necessary from the
Metropolitan Water Reclamation District of Greater Chicago (MWRDGC). Along with the
permits to these agencies, we will submit plans for theirreview, and address their comments
as they are returned.
Sewer Separation Design
Previous agreements did not address the existing condition of the combined sewer system. Currently
along Canal Street, both storm and sanitary discharges from both the buildings as well as the street,
enter into the same sewer. By separating the storm and sanitary sewer discharges, less water is
required to be treated at the Lemont Waste Water Treatment Facility, while providing a greater a
greater capacity to accommodate storm water runoff.
Effectively, to accomplish this task, existing storm sewer connections from the buildings to the
combined sewer will need to be disconnected and re- connected to the new storm sewer. It is
important to identify those existing storm connections during the design phase. The methods by
which these connections are to be identified are described in other section of this agreement.
Sewer Separation Design - Scope of Work
The scope of work pertaining to this item includes the identification of existing connections
to the existing combined sewers, and designing the proposed storm sewer system such as to
be able to receive the storm connections. Field work will be involved with this task. This
work also includes identifying the appropriate construction staging to ensure that services are
provided during construction to the fullest extent possible.
Page Five of Eight
Proposal/Agreement; Canal Street Extra Design Services
October 13, 1999
Combined Sewer Video Televising
This work involves the services of EnviroVision Inc. as a sub - consultant to Civiltech Engineering
to video televise the existing combined sewer from the western invert of the siphon under the
Lemont Tunnel, east to Stephens Street. EnviroVision is the firm that provided the excellent video
tape of the existing combined sewer between Ed Bossert Drive and the tunnel, which is being
replaced. EnviroVision uses specialized equipment which allows a high resolution camera to record
the condition of the sewer, together with an audio recording of the inspector at the time of the
filming. Additionally, this equipment allows the camera to move and rotate, so to allow a view up
into the sewer connections, determining if the connection is capped or not.
We wish to add that the video tape which was previously taken of this sewer was not necessarily
incorrect, but more that the quality and information provided on the tape was limited by the
equipment used. We are not suggesting that the tape provided by the consultant was not per the
agreement made with the Village.
EnviroVision's work will also include the video taping of the siphon under the tunnel. It is
important to determine the condition of the siphon itself. Siphons are not the optimum choice in
sewer design, but was apparently the only option, short of a lift station, to get around the Lemont
Tunnel. Designed to work as a combined sewer, a larger amount of water (both storm and sanitary
flows) was anticipated to be routinely flowing though the siphon. This larger volume of water aids
in ensuring that the siphon is routinely self - cleaned and remains unclogged. By eliminating the
storm flows, the remaining sanitary sewer flows are likely to not have sufficient flows to keep the
siphon clean. This is a potential source of clogging and would require routine maintenance.
Obtaining as much information about this siphon is important
Combined Sewer Video Televising - Scope of Work
Civiltech proposes to retain the services of EnviroVision Inc. for the work as described in
their enclosed proposal. The information provided by EnviroVision will be utilized by
Civiltech in the efforts previously described in the design of the sewer separation.
EnviroVision's fee will be considered as a direct cost. Civiltech will charge the Village for
this work at the invoiced amount received from EnviroVision without any additional
surcharge.
Smoke Testing
This work involves temporarily plugging the combined sewer and filling it with non -toxic smoke.
The purpose of this work is to use smoke within the combined sewer to aid in the identification of
the type and location of connections to this sewer. By filling the combined sewer with smoke, and
as the smoke rises, it will rise of out plumbing openings. By visual identification, smoke observed
rising out of the soil stacks on buildings will identify a sanitary connection. Smoke observed rising
out of an exterior drain or a gutter will identify a storm connection.
Page Six of Eight
Proposal/Agreement; Canal Street Extra Design Services
October 13, 1999
The smoke testing will encompass the entire length of Canal Street, on both sides of the Tunnel.
Prior to conducting this work, SSE will contact the businesses along Canal Street, as well as the
police and fire departments. Upon the completion of this work, SSE will provide photographs and
field records of the observations from this testing.
Smoke Testing - Scope of Work
Civiltech proposes to retain the services of SSE. for the work as described in their enclosed
proposal. The information provided by SSE will be utilized by Civiltech in the efforts
previously described in the design of the sewer separation.
SSE's fee will be considered as a direct cost. Civiltech will charge the Village for this work
at the invoiced amount received from SSE without any additional surcharge.
GENERAL CONDITIONS
A. This proposal does not include the following services:
Non municipal owned (Private) utility design
Right -of -Way survey, engineering or plat or easement document preparation
Test holes or field locates of privately owned utilities
Additional soils survey or testing
B. The scope of work for this additional work agreement does not include the analysis necessary
to select a optimum diameter of water main. It is assumed that the Village has previously
performed some analysis and has selected the appropriate size for the proposed water main.
The generation of a computerized model of a water main network for this area of the Village,
pressure testing, or any other means or methods to determine the optimum size of water main
in order to meet capacity, pressure or any other such criteria, is not included in this work.
C. Although the water main design will be coordinated with roadway, drainage and sanitary
features, Civiltech Engineering can not guarantee that all private utilities, such as, but not
limited to, natural gas and telephone, will be avoided. Horizontal and vertical locations of
these type of utilities can only be accurately determined through test holes or excavation,
neither of which is in the scope of work for Canal Street. Civiltech Engineering will design
the water main to the best of our abilities, using the survey information and information
gathered from other sources and consider any private utilities which were found as part of
the survey.
Page Seven of Eight
Proposal/Agreement; Canal Street Extra Design Services
October 13, 1999
D. All permit fees and other such fees associated with the proposed water main, proposed
sanitary sewer and proposed storm sewer will be paid for by the Village. Such fees are not
included in the compensation addressed in this proposal.
E. The professional engineering services contained within the scope of work for this
proposal/agreement or the original agreement for Canal Street Roadway Improvements does
not include identification or correction of combined sewer flows within the buildings along
Canal Street.
F. Civiltech Engineering, Inc. shall not be responsible nor held liable for any delays in the
construction or bidding schedules due to excessive review periods by the Illinois
Environmental Protection Agency or the Metropolitan Water Reclamation District of Greater
Chicago.
Page Eight of Eight
Proposal/Agreement; Canal Street Extra Design Services
October 13, 1999
COMPENSATION
We propose to perform the professional engineering services for the Village of Lemont, as described
above, for a maximum "not -to- exceed" fee of $35,284. This fee will include reimbursement of
direct labor costs, overhead and indirect costs, fringe benefit and salary burden costs and profit. This
additional fee would be in addition to the existing negotiated fee for the Canal Street Reconstruction
project. As such, the labor and expenditures spent related to the above scope of work would be
invoiced along with that work performed under the terms of the existing agreement.
A Cost Estimate of Consultant Services for this additional work is attached, as Exhibit A.
Monthly invoices will be submitted to the Village for payment, reflecting work performed on both
the original Canal Street contract and on this proposed extra work.
We appreciate the opportunity to be able to expand our services to the Village. We look forward to
hearing from you. Should you find this agreement acceptable, please sign and date as indicated
below and return one copy of this agreement to our offices.
Very truly yours,
CIVILTECH ENGINEERING, INC.
Roger R. Machut, P.E.
Associate
Proposal f• ditional Engineering Fee for the Design of the Canal Street Water Main
Accep
Title
Date
APPROVED AS Ti FORM
By:
John P. Antonopoulo
age Attorney
EXHIBIT A
COST ESTIMATE OF CONSULTANT SERVICES
PHASE II ENGINEERING - EXTRA DESIGN SERVICES
IN CONJUNCTION WITH THE
Canal Street Improvements
Village of Lemont
Rant• Civil tech Engineering, Inc.
Date Pr t> wed: October 13, 1899
IDOT approved Overhead Hata = 133.00%
Fixed Fee - 0.145 1(2.3 I H) Payroll I UC(; H - Complexity Factor - 0
For this calculation DC = 0
(al Description of Direct Costs: (all direct costs covered under previous contract)
1
T
DOLLARS I$)
NUMBER
OVERHEAD
IQ
Project
Project
Senior
OF
8
IN -HOUSE
FIXED
SERVICES
% OF
ITEM
Manager
Engineer
Engineer
Technician
MAN
PAYROLL
FRINGE
DIRECT
SUB-
FEE °
BY
TOTAL
GRAND
835.00
126.00
821.00
315.50
HOURS
BENEFITS r
COSTS
TOTAL
OTHERS
TOTAL
l
(AI
181
ICI
(Dl
1E1
IFI
IGI
I11
(I(
WATER MAIN DESIGN
1 Water main design
6
12
40
16
74
1 1,610
3 2,141
1 -
1 3,751
8 537
•
1
4,286
12.15
2. Additional Field Survey
8
8
16
1 292
8 388
$ -
1 680
1 97
4 -
1
777
2.20
3. Service Connection Coordination
2
6
6
14
3 271
8 360
1 -
$ 831
1 90
{
1
721
2.04
4. Construction Sequencing
6
6
12
8
32
$ 742
8 987
6 -
4 1,729
{ 247
$ -
{
1,976
5.60
5. Prefinal Contract Documents
6
16
10
32
4 647
• 861
$ •
$ 1,508
$ 218
1 -
1
1,724
4.89
6. Sub., Review & Coord.
2
2
4
4
12
1 268
3 356
i
1 624
4 89
1
4
713
2.02
7. Final Contract Documents
2
4
8
8
22
$ 466
8 620
8 -
1 1,086
$ 165
{ -
4
1,241
3.52
8. Permits
8
16
6
30
8 789
$ 1,049
3 42
6 1,880
6 263
$ -
1
2,143
8.07
SANITARY SEWER DESIGN
1. Sanitary Sewer Design
4
6
16
26
$ 632
3 841
1 •
{ 1,473
1 211
8
4
1,684
4.77
2. Service Connection Coordination
2
4
6
12
4 229
8 305
$ 50
{ 584
4 76
8
4
660
1.87
3. Prefinal Contract Documents
4
8
40
12
64
8 1,374
1 1,827
8 •
0 3,201
4 458
1
$
3.859
10.37
5. Sub., Review & Coord.
2
2
4
6
14
6 299
3 398
8
6 697
/ 100
1
1
797
2.26
6. Final Contract Documents
2
2
10
10
24
8 487
$ 648
8 -
6 1,135
8 182
1 -
1
1.297
3.88
7. Permits
I 8
16
4
28
8 758
3 1,008
$ 42
0 1,808
8 253
1 -
1
- 2,061
5.84
SEWER SEPARATION DESIGN
1. Sewer Separation Design
6
12
18
6 408
$ 543
8 -
1 951
1 136
1 •
1
1,087
3.08
2. Service Connection Coordination
8
8
16
$ 292
8 388
6 -
8 680
1 97
4
8
777
2.20
3. Prefinal Contract Documents
2
6
18
12
36
8 748
3 995
0
6 1,743
1 249
6 -
1
1,992
5.05
5. Sub., Review & Coord.
2
2
4
4
12
6 268
$ 356
3 -
6 624
8 89
1 -
8
713
2.02
6. Final Contract Documents
2
6
8
6
22
8 487
8 648
8 -
6 1,135
1 182
6 -
6
1.297
3.68
7. Permits
4
4
4
12
1 306
8 407
$ 42
4 755
6 102
1
8
857
2.43
COMBINED SEWER TELEVISING
0
8 -
$ -
1 -
1 •
$ -
6 3,670
1
3,570
10.12
SMOKE TESTING
0
6 -
8 -
1 -
1 -
8 -
6 1,260
6
1,260
3.64
10.47%
20.93%
41.86%
26.74%
!TOTALS
(TOTALS
54
108
216
138
518
$ 11.373
8 15,126
$ 176
$ 26,675
8 3,789
$ 4.820
6
35.284
-100
IDOT approved Overhead Hata = 133.00%
Fixed Fee - 0.145 1(2.3 I H) Payroll I UC(; H - Complexity Factor - 0
For this calculation DC = 0
(al Description of Direct Costs: (all direct costs covered under previous contract)
Env/fro
VISION
TELEVISION PROPOSAL FOR VIDEO INSPECTION OF SEWERS
CIVIL TECH ENGINEERING
ATTN: REED MAGNER
DEAR REED,
IT WAS A PLEASURE TO SPEAK WITH YOU AND TO DISCUSS
YOUR UPCOMING PROJECT FOR TELEVISING INSPECTION.
I WOULD LIKE TO OFFER THE FOLLOWING PROPOSAL BASED ON THE SANITARY
SEWER EAST OF THE LEMONT STREET TUNNEL,DOWNSTREAM TO STEVEN ROAD.
,I ESTIMATE THIS CLEANING AND THE VIDEO
PORTION TO TAKE 3 -5DAYS IN DURATION. ALL LINES WILL BE CLEANED AND
ROOT —CUT TO PROVIDE OPTIMUM FLOW CAPCITY OF THE SYSTEM AND DETERMINE
THE STRUCTURAL INTEGRITY OF THE PIPING SYSTEM.
SCOPE OF WORK TO BE PROVIDED BY ENVIROVISION:
ENVIROVISION WILL PROVIDE THE NECESSARY LABOR,SUPERVISION,AND
EQUIPMENT TO PERFORM A COLOR CLOSED CIRCUIT TV INSPECTION'OF SEW-
ERS. THIS PROPOSAL INCLUDES CLEANING WITH OUR HIGH VELOCITY JETTING
EQUIPMENT AND ROOT — CUTTING TO PROVIDE OPTIMUM FLOW AND VIEWING OF
THE LINE. COMPUTERIZED OBSERVATION SHEETS WITH CORRELATING FOOTAGE
WILL BE FURNISHED ALONG WITH THE ORIGINAL COLOR VHS TAPE. FULLY
NARRATED OF THE INSPECTION PROCESS. NO ADDITIONAL REPORTS WILL BE
FURNISHED. ENVIROVISION WILL ALSO PROVIDE NECESSARY TRAFFIC CONTROL
WITH TRUCK MOUNTED ARROWBOARDS AND TRAFFIC CONES TO ENSURE PROPER
SAFETY FOR ALL PARTIES.
CUSTOMER WILL PROVIDE:
THE CUSTOMER WILL SUPPLY WATER FOR OUR HIGH PRESSURE JETTING TRUCK,
ANYPERMITS(SPECIAL OR OTHER WISE),FEES,ACCESS FOR ALL MANHOLES
AND SEWER LINES IN WHICH THE WORK IS TO BE PERFORMED,A DUMP SITE
(IF REQUIRED)FOR PROPER DISPOSAL OF DEBRIS REMOVED FROM THE LINES
AND MANHOLES DURING PROCESS,AND ANY ADDITIONAL TRAFFIC CONTROL
OTHER THAN MENTIONED ABOVE,AT NO ADDITIONAL CHARGE TO ENVIROVISION.
Corporare Headquarters: • Ph; fax:
23490 Connecticut Screet, Hayward, CA 94545 • Ph: 510.732.6444 • Fax: 510.782.8584
12928 B Whitcram Ave., Rancho Cucamunga. CA 91739 • Ph: 909.899.4890 ► Fax: 909.899.4892
'd
xdd
£b:BT 66. Lz'daS
PRICE:
Emdro
VISION
FLAT RATE OF $3300.00 BARRING ANY DIFFICULTIES
PLUS,ONE'TIME SET —UP CHARGE.
TOTAL FLAT RATE CHARGE OF $3570.00
* ESTIMATE PROJECT TO TAKE 3 -5 DAYS TO COMPLETE.
TERMS: NET 30 DAYS; COD PAYMENT UPON COMPLETION
RECEIVES A 5% DISCOUNT.
SHOULD ENVIROVISION ENCOUNTER ANY BROKEN,COLLAPED,DAMAGED SEWERS,
MANHOLES,OR OTHER STRUCTURES DURING THE CLEANING PROCESS,THE
CONDITIONS WILL BE REPORTED TO THE CUSTOMER. ANY DAMAGE INCURRED
TO OUR EQUIPMENT DUE TO STRUCTURAL PROBLEMS WILL BE THE RESPONSI-
BILITY OF THE CUSTOMER. ENVIROVISION WILL NOT BE RESPONSIBLE FOR
REPLACEMENT OR REPAIR OF ANY PORTION OF THE COLLECTION SYSTEM IN-
CURRED DURING THE CLEANING PREPARATION OF THE LINES.
SUBMITTED BY:
RALPH R. HARVEY REED MAGNER
ACCEPTED BY:
'd
DATED: 9/22/99 DATED:
ENVIRO VISION
Nancy Harvey Director of Operations
815-759-3710
815- 378 -2871
fax 815-759-9930
Ralph Harvey General Manager
815-378-2870
Field Office 1008 N. Front St.
McHenry, It. 80050
bb:Bt 66, GZ'dag
1
IIM4AVOAL rvnLL% zwuuigIi.i
SEWER SYSTEM EVALUATIONS, INC.
Specializing in today's needs for environmental protection.
2500 W. Arthington Street • Chicago, IL 606124108 • (312) 668 -1900 • Fax (312) 666 -5810
September 23, 1999
Cviltech Engineering, Inc.
South Park Blvd. Suite 250
Itasca, IL 60143
Attention: Mr. Reid Magner
Re: Lemont Smoke Testing
Fax #: 630) 773 -3975
SEWER SYSTEM EVALUATIONS, INC. (SSE) proposes to smoke test approximately 1,000 feet of
sewer located on Canal Street from Bossert Dr. to Stevens St within Lemont, Illinois. SSE will
furnish a 2 -man crew, smoke blowers and smoke bombs. SSE will also notify the businesses
affected by the testing at least two days prior to the fieldwork both verbally and with doorknob
hangers or letters advising the owners how to prevent smoke from entering their businesses.
SSE will also notify the fire and police departments on the day of the testing.
Sewer segments will be sealed off with sandbags on either end, and filled with non - toxic, non-
staining smoke. All significant and unusual smoke locations will be photographed and
documented. The position of each smoke egress location will be established by measuring its
distance from two fixed objects. Buried or unlocated manholes will be reported but not
exposed. Upon completion, photographs and completed field Togs will be submitted.
The charges for our services as outlined above will be a unit price of $1.25 per foot or
$1,250.00 for 1,000 feet of testing.
If this proposal Is satisfactory, please sign below and return one copy.
Respectfully submitted,
SEWER SYSTEM EVALUATIONS, INC
atezL—X5r1--,_
Allan J. Berkner, PE
ACCEPTED this day of 1999
Contracting Organization
Name and Title
A Carylon Company
IQ 002