HomeMy WebLinkAbout09 - Semeniuk Slough Maintenance Dredging Feasibility StudyCITY OF NEWPORT BEACH
CITY COUNCIL STAFF REPORT
Agenda Item No. 9
September 27, 2005
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
Robert Stein, Principal Engineer
949 - 6443311
rstein@city.newport-beach.ca.us
SUBJECT: SEMENIUK SLOUGH MAINTENANCE DREDGING FEASIBILITY
STUDY — AMENDMENT NO. 2 TO PROFESSIONAL SERVICES
AGREEMENT WITH NOBEL CONSULTANTS, INC.
RECOMMENDATIONS:
1. Approve Amendment No. 2 to Professional Services Agreement with Noble
Consultants, Inc., (Noble) of Irvine, California, to develop a more specific
federal /state /City dredging project for Semeniuk Slough at a contract price of
$44,000 and authorize the Mayor and City Clerk to execute the Amendment.
2. Approve a Budget Amendment appropriating $44,000 from General Fund 7014-
05100805 (Morning Canyon Stabilization Project) into Account No. 7231- C5100719
(Tide and Submerged Land).
DISCUSSION:
Noble has previously completed studies to address dredging requirements for the
Semeniuk Slough and potential strategies for multi- agency involvement to perform the
dredging work and subsequent wetlands management. Informal discussions between
Noble and staff from the Los Angeles District office of the Corps of Engineers (Corps)
have indicated that there may be a potential federal interest to combining the Corps'
Newport Slough dredging project with the City's Semeniuk Slough dredging project. A
joint project would result in multiple benefits including cost savings of 25 to 50 percent
associated with shared mobilization and cheaper disposal methods, ease of obtaining
permits under a federal umbrella, increased probability of attracting experienced
dredging contractors to bid the work, and opportunities to share project management
responsibilities.
Under this agreement, Noble would:
1. Develop a more specific federal /state /City dredging and maintenance project, and
SUBJECT: Semineniuk Slough — Approval of Amendment No. 2 to Professional Services Agreement with Nobel Consultants, Inc.
September 27, 2005
Page 2
2. Perform a preliminary review of the probable sources of sediment that has shoaled
Semeniuk Slough for purposes of assessing a project cost share formula.
Under Task 1, Noble would work with the Corps' Environmental Branch to determine
the timing for initiating a Habitat Management plan that would encompass the Lower
Santa River Marsh and slough areas as a first step toward transitioning ownership from
Federal to a Local successor and explore the potential for an existing Non -
Governmental organization to assume the maintenance and operation of the habitat
area.
Environmental Review:
No environmental review is needed during this feasibility review.
Public Notice:
Staff is communicating on a regular basis with the Newport Shores Homeowner's
Association.
Funding Availability:
Staff is proposing that this work be funded with a portion of the remaining fund balance
from the Morning Canyon Stabilization project which was recently awarded and fully
funded at this time. Upon approval of the recommended Budget Amendment, sufficient
funds are available in the following accounts for the project:
Account Description
General Fund
Prepared by:
`� A� ,A t/kll
Robert Stein
Special Projects Engineer
Attachments: Amendment No. 2
Exhibit
Account Number Amount
7014- C5100805 $44,000.00
Total: $44,000.00
Submitted b
6 �ephen G. Badum
Public Works Director
AMENDMENT NO. 2
TO
PROFESSIONAL SERVICES AGREEMENT
WITH NOBLE CONSULTANTS, INC.,
FOR CONTINUING SEMENIUK SLOUGH STUDIES
THIS AMENDMENT NO. 2 TO PROFESSIONAL SERVICES AGREEMENT, entered
into this day of , 2005, by and between the CITY OF
NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "City ") and
NOBLE CONSULTANTS, INC., a California corporation whose local address is 2201
Dupont Drive, Suite 620, Irvine, California, 92612 -7509, (hereinafter referred to as
"Consultant'), is made with reference to the following:
RECITALS
A. City is investigating the feasibility of performing maintenance dredging
within the Semeniuk Slough, a channel of the Santa Ana River at the
western edge of the City of Newport Beach. The site is bordered by the
Newport Shores residential development to the west, Coast Highway to
the south, and Banning Ranch to the north and east. The Slough is
predominately an open- water, salt -marsh estuary that connects to the
Newport Slough to the west, that in turn connects to the Santa Ana River.
B. On June 22, 2004, City and Consultant entered into a Professional
Services Agreement under which Consultant was hired to prepare a
Semeniuk Slough Study (hereinafter referred to as the "Agreement "). As
part of the study, Consultant was to perform sediment sampling and
testing within the eastern slough channel, and investigate the feasibility of
inter - agency coordination of the proposed dredging project. City agreed
to pay Consultant a not -to- exceed fee of $39,203.00 for these services.
The work under this Agreement has been completed.
C. In March, 2005, City and Consultant entered into Amendment No. 1 of the
Agreement, under which City agreed to pay Consultant an additional
$20,000.00 to perform further studies in connection with the proposed
dredging project, including preparation of a conceptual plan that would
meet the Army Corps of Engineers' criteria for an ecosystem restoration
project (hereinafter referred to as "Amendment No. 1 "). This Amendment
No. 1 also extended the term of the Agreement to December 31, 2006.
D. City now desires to enter into this Amendment No. 2 to reflect additional
services not included in the Agreement or Amendment No. 1. Under this
amendment, City would pay Consultant an additional $44,000.00 to
perform the following tasks: (1) Develop a more specific federal- State-
City cost - sharing proposal for the Semeniuk Slough dredging project and
subsequent wetlands management project, and (2) perform a preliminary
review of the probable sources of sediment for purposes of assessing a
cost -share formula for the project.
E. City desires to compensate Consultant for these additional professional
services needed for Project.
F. City and Consultant mutually desire to amend Agreement, hereinafter
referred to as "Amendment No. 2," as provided here below.
NOW, THEREFORE, the parties hereto agree as follows:
1. Consultant shall perform the services as outlined in the Scope of Services
dated August 26, 2005, attached hereto as Exhibit A.
2. City shall pay Consultant for the services on a time and expense not -to-
exceed basis in accordance with the provisions of this Section and the
Schedule of Billing Rates attached to the Agreement as Exhibit B and
incorporated herein by reference. Consultant's compensation for all work
performed in accordance with this Amendment No. 2, including all
reimbursable items and subconsultant fees, shall not exceed Forty -Four
Thousand and 001100 Dollars ($44,000.00), without additional
authorization from City. No billing rate changes shall be made during the
term of this Agreement without the prior written approval of City.
3. Consultant has agreed to perform the services within six months of receipt
of a Notice to Proceed.
4. Except as expressly modified herein, all other provisions, terms, and
covenants set forth in Agreement shall remain unchanged and shall be in
full force and effect.
IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. 2 on
the date first above written.
APPROVED AS TO FORM:
Aaron C. Harp,
Assistant City Attorney
for the City of Newport Beach
2
CITY OF NEWPORT BEACH,
A Municipal Corporation
0
Mayor
for the City of Newport Beach
ATTEST:
0
LaVonne Harkless,
City Clerk
NOBLE CONSULTANTS, INC.:
By:
(Corporate Officer)
Title:
Print Name:
By:
(Financial Officer)
Title:
Print Name:
Attachment: Exhibit A — Scope of Services
f: \users \pbw\shared\agreements \fy 04- 05\noble- semeniuk slough- amend -2.doc
NOBLE
CONSULTANTS, INC.
August 26, 2005
Mr. Robert Stein, P.E.
City of Newport Beach
3300 Newport Blvd.
Newport Beach, CA 92663
Exhibit A
RE: Proposal for Continuing Professional Engineering Services
Phase III Studies — Refinement of a Cooperative Maintenance Dredging and Management
Plan for Semeniuk Slough and Adjacent Lower Santa Ana River Wetlands
For the City of Newport Beach
Dear Mr. Stein:
Noble Consultants, Inc. (NCI) together with its subconsultant Larry Paul and Associates is
pleased to present this Proposal for continuing studies connected with the proposed maintenance
dredging of Semeniuk Slough and management of adjacent wetlands. Study tasks completed to
date have addressed the scope of dredging requirements for the Slough and potential strategies
for multi - agency involvement to perform the initial dredging work and subsequent wetlands
management. These studies have thus far defined the dredging requirements and explored a
range of potential funding mechanisms.
This third phase of strategic alternatives development for Semeniuk Slough will focus on the
recommended preferred option of combining the slough dredging with the Corps of Engineers'
proposed dredging project identified for the adjacent Newport Slough. The Newport Slough is a
federal responsibility and their preliminary planning work has been completed. Since the
material primarily consists of non - contaminated sand, it is eligible for nearshore disposal in the
vicinity of the Santa Ana River mouth.
Our previous investigations have determined that the joint Federal /State sediment master plan
guidelines encourage the placement of beach quality sand onshore or nearshore to fulfill beach
replenishment goals and objectives. In addition, the U.S. EPA has recently recommended that
dredged material having sand content on the order of 60% or greater also be placed in the
nearshore versus dumping at the LA -3 offshore sediment disposal site. These policies indicate
that it may be possible to dispose of the finer grained Semuniuk Slough material in the nearshore
zone if its sediment can be mixed with the more sandy quantity dredged from Newport Slough.
Our informal discussions to date with staff from the Los Angeles District office of the Corps of
Engineers has indicated that there may be a potential federal interest to combine the two
dredging operations into a single cost - shared project. A joint project would result in multiple
benefits including cost savings associated with a shared mobilization and cheaper disposal
methodology. Other advantages for the City associated with a joint project would include the
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I IRVINE: 2201 DUPONT im.SUrFE 620, IRVINF. CA 92612 -7509 (949)'52-1530 FAX(1)49)752-8381
J SAN DIE(K):9326 OAK80L;RNE RD.. SANTEE. CA 921171 -2314 (619) 596 -9510 FAX(619)448-2(122
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Mr. Robert Stein, P.E.
City of Newport Beach
Proposal for Continuing Study — Seneniuk Slough Maintenance Dredging
August 26, 2005
Page 2 of 4
ease of obtaining permits under a federal umbrella, increased probability of attracting
experienced dredging contractors to bid the work, and opportunities to share project management
responsibilities. Federal funding for this dredging could be available from the Santa Ana River
project that is currently earmarked for the lower Santa Ana River sand removal. The Newport
Slough is considered part of the Federal Santa Ana River project. A joint project may result in
dredging cost savings for the City of between 25% to 50 %.
1.0 Scope of Services
Given the above background, our proposed services are intended to address the following items
at this time:
Develop a more specific federal/ state/ City dredging and maintenance project.
2. Make a preliminary review of the probable sources of sediment that has shoaled
Semeniuk Slough for purposes of assessing a project cost share formula.
These items are described in more detail in the following sections.
1.1. Project Development
This portion of study will focus on pursuit of a favorable joint dredging and wetlands
management project authorization.
1.1.1 Environmental issues
We shall work with Corps Environmental Branch seek to determine the timing for
initiating a Habitat Management plan that would encompass the Santa River Marsh and
the Slough areas as a first step for a transition of ownership from Federal to a Local
successor in interest. Research other state and federal resource and regulatory agency
concerns. The intent for this component is to determine the environmental viability for a
project.
1.1.2 Funding Sources
We shall develop a federal funding source for the dredging project by seeking a more
defined commitment from the Corps for the Newport/Semenuik slough dredging. Our
study tasks will include research with Division and District policy chiefs to develop
consensus for the project. Funding for the city share of the project will be in coordination
with the findings of the technical work of this proposal to determine the sediment sources
that are deposited in the Semeniuk slough. Sources from the Banning Ranch property
and the Newport Slough will be analyzed to determine if these sources present an
identifiable contribution to the Semeniuk Slough and therefore increase the potential for
additional outside funding (see Task 1.2 Scope of Services).
Mr. Robert Stein, P.E.
City of Newport Beach
Proposal for Continuing Study — Seneniuk Slough Maintenance Dredging
August 26, 2005
Page 3 of 4
1.1.3 Local Participation
Local Homeowners have expressed a great deal of enthusiasm for the project and can be
a viable partner in promoting a consensus building force for project development and the
possibility for supporting a long term local ownership and maintenance of the Marsh and
slough areas. We shall provide for assistance and coordination with the local groups to
present a unified consensus of how the project and subsequent operational responsibilities
will be formulated.
1.1.4 Local Conservancy
We shall identify the potential for an existing Non - Governmental organization's role as
the candidate organization to assume the maintenance and operations of the Lower Santa
Ana River Marsh and slough area. We shall also identify other organizational structures
that could be developed for the management of the area. The Corps is desirous of turning
over the obligations of this area to a local conservancy and reducing their federal
maintenance funding obligations. As an inducement, the Corps will provide a large
financial annuity. The scope in this stage of the proposal will seek determine the actual
amount of the annuity and the process for obtaining a firm commitment for the annuity.
1.2 Sediment Source Study
The shoaling history of the Semeniuk Slough suggests that the deposition that has occurred there
may be attributable to one or a number of possible sources. The potential sediment sources may
include suspended sediment infiltration from the Santa Ana River, transport of resuspended
sediments from other areas within the Lower Santa Ana River wetlands channels, and storm
water runoff from adjacent uplands. Ideally, if one can determine the percentage contribution
from each of these sources, more rational formulas for project cost sharing can be proposed. A
determination of this nature often required long term study and field measurements during times
of significant runoff. Given the short time frame and limited scope of this study, we shall focus
on a preliminary effort based upon examination of in place sediment. Rather than measure
runoff and sediment infiltration as it occurs, we propose to make an assessment by reviewing
patterns and characteristics of the existing sediments to see if tell tale indicators can be found
that would point to particular source(s).
1.2.1. Sediment Sampling
We shall collect a limited number of grab samples of sediments within the Newport and
Semeniuk Slough channels and from adjacent uplands areas that are accessible to us. The
purpose of this one -day sampling effort shall be to provide the necessary material for
subsequent laboratory analysis.
Mr. Robert Stein, P.E.
City of Newport Beach
Proposal for Continuing Study — Seneniuk Slough Maintenance Dredging
August 26, 2005
Page 4 of 4
1.2.2. Laboratory Testing and Analysis
The collected sediment samples will be tested for grain size distribution. Additional,
petrographic analysis shall be conducted to determine if unique mineral content or other
tell tale physical indicators can be found that might point to probable sediment source.
1.2.3. Engineering Analysis
We shall review storm water runoff and storm drain data, information, and records
provided by City staff to review the potential for upland runoff contribution. Based upon
this analysis and the results of Tasks 1.2.1 and 1.2.2 we shall render a preliminary
opinion of findings.
Our deliverable shall consist of a written memorandum report to City staff that summarizes our
findings and recommendations for the above scope of services.
2.0 Fee and Schedule
We proposed to complete that above scope of services for a lump sum fee of $44,000. Our
services shall be completed within six months of receipt of your written Notice to Proceed.
We appreciate the opportunity to present this proposal for your consideration. We look forward
to being of continued service on this important capital project. Should you have any questions
regarding this submittal or need any additional information, please do not hesitate to contact us.
Sincerely,
NOBLE QQNSULTANTS, INC
0
F OB LE
ULTANTS, INC.
August 26, 2005
Mr. Robert Stein, P.E.
City of Newport Beach
3300 Newport Blvd.
Newport Beach, CA 92663
Exhibit A
RE: Proposal for Continuing Professional Engineering Services
Phase III Studies — Refinement of a Cooperative Maintenance Dredging and Management
Plan for Semeniuk Slough and Adjacent Lower Santa Ana River Wetlands
For the City of Newport Beach
Dear Mr. Stein:
Noble Consultants, Inc. (NCI) together with its subconsultant Larry Paul and Associates is
pleased to present this Proposal for continuing studies connected with the proposed maintenance
dredging of Semeniuk Slough and management of adjacent wetlands. Study tasks completed to
date have addressed the scope of dredging requirements for the Slough and potential strategies
for multi-agency involvement to perform the initial dredging work and subsequent wetlands
management. These studies have thus far defined the dredging requirements and explored a
range of potential funding mechanisms.
This third phase of strategic alternatives development for Semeniuk Slough will focus on the
recommended preferred option of combining the slough dredging with the Corps of Engineers'
proposed dredging project identified for the adjacent Newport Slough. The Newport Slough is a
federal responsibility and their preliminary planning work has been completed. Since the
material primarily consists of non - contaminated sand, it is eligible for nearshore disposal in the
vicinity of the Santa Ana River mouth.
Our previous investigations have determined that the joint Federal /State sediment master plan
guidelines encourage the placement of beach quality sand onshore or nearshore to fulfill beach
replenishment goals and objectives. In addition, the U.S. EPA has recently recommended that
dredged material having sand content on the order of 60% or greater also be placed in the
nearshore versus dumping at the LA -3 offshore sediment disposal site. These policies indicate
that it may be possible to dispose of the finer grained Semuniuk Slough material in the nearshore
zone if its sediment can be mixed with the more sandy quantity dredged from Newport Slough.
Our informal discussions to date with staff from the Los Angeles District office of the Corps of
Engineers has indicated that there may be a potential federal interest to combine the two
dredging operations into a single cost -shared project. A joint project would result in multiple
benefits including cost savings associated with a shared mobilization and cheaper disposal
methodology. Other advantages for the City associated with a joint project would include the
U NOVATO: 359 8EL MARIN KEYS IILVD., Sill] E 9. NOVA:10. CA 94949 -5(,37 (415) 884,1727 FAX (415) 884 -0735
71RVINE:2201 DUPONT DR.. surrE 620. IRVI NE. CA 92(,72-7509 (949)752 -1530 FAX(949)752 -8381
;—'SAN DIEGO: 932(, OAKBOURNE RD.. SANTEE. CA 92071 -2314 ((119)596-9510 FAX(619)448-2022
bttp: //w ..nohleconsultants.com
Mr. Robert Stein, P.E.
City of Newport Beach
Proposal for Continuing Study — Seneniuk Slough Maintenance Dredging
August 26, 2005
Page 2 of 4
ease of obtaining permits under a federal umbrella, increased probability of attracting
experienced dredging contractors to bid the work, and opportunities to share project management
responsibilities. Federal funding for this dredging could be available from the Santa Ana River
project that is currently earmarked for the lower Santa Ana River sand removal. The Newport
Slough is considered part of the Federal Santa Ana River project. A joint project may result in
dredging cost savings for the City of between 25% to 50 1/o.
1.0 Scoi3e of Services
Given the above background, our proposed services are intended to address the following items
at this time:
Develop a more specific federal/ state/ City dredging and maintenance project.
2. Make a preliminary review of the probable sources of sediment that has shoaled
Semeniuk Slough for purposes of assessing a project cost share formula.
These items are described in more detail in the following sections.
1.1. Project Development
This portion of study will focus on pursuit of a favorable joint dredging and wetlands
management project authorization.
1.1.1 Environmental issues
We shall work with Corps Environmental Branch seek to determine the timing for
initiating a Habitat Management plan that would encompass the Santa River Marsh and
the Slough areas as a first step for a transition of ownership from Federal to a Local
successor in interest. Research other state and federal resource and regulatory agency
concerns. The intent for this component is to determine the environmental viability for a
project.
1.1.2 Funding Sources
We shall develop a federal funding source for the dredging project by seeking a more
defined commitment from the Corps for the Newport/Semenuik slough dredging. Our
study tasks will include research with Division and District policy chiefs to develop
consensus for the project. Funding for the city share of the project will be in coordination
with the findings of the technical work of this proposal to determine the sediment sources
that are deposited in the Semeniuk slough. Sources from the Banning Ranch property
and the Newport Slough will be analyzed to determine if these sources present an
identifiable contribution to the Semeniuk Slough and therefore increase the potential for
additional outside funding (see Task 1.2 Scope of Services).
Mr. Robert Stein, P.E.
City of Newport Beach
Proposal for Continuing Study — Seneniuk Slough Maintenance Dredging
August 26, 2005
Page 3 of 4
1.1.3 Local Participation
Local Homeowners have expressed a great deal of enthusiasm for the project and can be
a viable partner in promoting a consensus building force for project development and the
possibility for supporting a long term local ownership and maintenance of the Marsh and
slough areas. We shall provide for assistance and coordination with the local groups to
present a unified consensus of how the project and subsequent operational responsibilities
will be formulated.
1.1.4 Local Conservancy
We shall identify the potential for an existing Non - Governmental organization's role as
the candidate organization to assume the maintenance and operations of the Lower Santa
Ana River Marsh and slough area. We shall also identify other organizational structures
that could be developed for the management of the area. The Corps is desirous of turning
over the obligations of this area to a local conservancy and reducing their federal
maintenance funding obligations. As an inducement, the Corps will provide a large
financial annuity. The scope in this stage of the proposal will seek determine the actual
amount of the annuity and the process for obtaining a firm commitment for the annuity.
1.2 Sediment Source Study
The shoaling history of the Semeniuk Slough suggests that the deposition that has occurred there
may be attributable to one or a number of possible sources. The potential sediment sources may
include suspended sediment infiltration from the Santa Ana River, transport of resuspended
sediments from other areas within the Lower Santa Ana River wetlands channels, and storm
water runoff from adjacent uplands. Ideally, if one can determine the percentage contribution
from each of these sources, more rational formulas for project cost sharing can be proposed. A
determination of this nature often required long term study and field measurements during times
of significant runoff. Given the short time frame and limited scope of this study, we shall focus
on a preliminary effort based upon examination of in place sediment. Rather than measure
runoff and sediment infiltration as it occurs, we propose to make an assessment by reviewing
patterns and characteristics of the existing sediments to see if tell tale indicators can be found
that would point to particular source(s).
1.2.1. Sediment Sampling
We shall collect a limited number of grab samples of sediments within the Newport and
Semeniuk Slough channels and from adjacent uplands areas that are accessible to us. The
purpose of this one -day sampling effort shall be to provide the necessary material for
subsequent laboratory analysis.
Mr. Robert Stein, P.E.
City of Newport Beach
Proposal for Continuing Study — Seneniuk Slough Maintenance Dredging
August 26, 2005
Page 4 of 4
1.2.2. Laboratory Testing and Analysis
The collected sediment samples will be tested for grain size distribution. Additional,
petrographic analysis shall be conducted to determine if unique mineral content or other
tell tale physical indicators can be found that might point to probable sediment source.
1.2.3. Engineering Analysis
We shall review storm water runoff and storm drain data, information, and records
provided by City staff to review the potential for upland runoff contribution. Based upon
this analysis and the results of Tasks 1.2.1 and 1.2.2 we shall render a preliminary
opinion of findings.
Our deliverable shall consist of a written memorandum report to City staff that summarizes our
findings and recommendations for the above scope of services.
2.0 Fee and Schedule
We proposed to complete that above scope of services for a lump sum fee of $44,000. Our
services shall be completed within six months of receipt of your written Notice to Proceed.
We appreciate the opportunity to present this proposal for your consideration. We look forward
to being of continued service on this important capital project. Should you have any questions
regarding this submittal or need any additional information, please do not hesitate to contact us.
Sincerely,
NOBLE QQNSULTANTS, INC.
MaT[.7. M
City of Newport Beach NO. BA- 06BA -017
BUDGET AMENDMENT
2006 -06 AMOUNT: S4a,000.00
EFFECT ON BUDGETARY FUND BALANCE:
Increase Revenue Estimates Increase in Budgetary Fund Balance
Increase Expenditure Appropriations AND Decrease in Budgetary Fund Balance
PX Transfer Budget Appropriations X No effect on Budgetary Fund Balance
SOURCE:
from existing budget appropriations
from additional estimated revenues
from unappropriated fund balance
EXPLANATION:
This budget amendment is requested to provide for the following:
To transfer budget appropriations from Morning Canyon Stabilization Project to Semeniuk Slough Dredging Feasibility
Study.
ACCOUNTING ENTRY:
BUDGETARY FUND BALANCE
Fund Account
REVENUE ESTIMATES (3601)
Fund /Division Account
EXPENDITURE APPROPRIATIONS (3603)
Description
Description
Division Number
Account Number
Signed:
Financial Approval: 75Z s Director
Signed: y�-sA..✓ �.
Administrative Ap*val: City Manager
Signed:
City Council Approval: City Clerk
Amount
Debit Credit
$44,000.00
. Automatic
$44,000.00
G" ,?!i — U)--
Date
Datd
Date
Description
Division
Number
7014
General Fund - Misc & Studies
Account
Number
C5100805
Morning Canyon Stabilization
Division
Number
7231
Tidelands - Capital
Account
Number
C5100719
Semeniuk Slough Eng Study
Division
Number
Account
Number
Division
Number
Account
Number
Division Number
Account Number
Signed:
Financial Approval: 75Z s Director
Signed: y�-sA..✓ �.
Administrative Ap*val: City Manager
Signed:
City Council Approval: City Clerk
Amount
Debit Credit
$44,000.00
. Automatic
$44,000.00
G" ,?!i — U)--
Date
Datd
Date