HomeMy WebLinkAboutResolution - 2018-R0134 - Freese And Nichols, Inc. - 04/26/2018Resolution No. 2018-RO134
Item No. 6.8
April 26, 2018
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for
and on behalf of the City of Lubbock, Amendment No. 1 to Agreement No. 13315 for Professional
Services for the Wastewater Master Plan, by and between the City of Lubbock and Freese and
Nichols, Inc., and related documents. Said Amendment is attached hereto and incorporated in this
resolution as if fully set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council on April 26, 2018
r
DANIEL M. POPE, MAYOR
ATTEST:
Reb ca Garza, City Secretar
APPROVED AS TO CONTENT:
LIj
Michael G. Keenum, P.E., Division Director of Engineering/City Engineer
APPROVED AS TO FORM:
elli Leisure, Assistant City Attorney
ccdocs/RES.Amendment 1 to Agreement 13315
04.03.2018
Resolution No. 2018-R0134 Amendment 1
To Agreement Between
The City of Lubbock, TX
And
Freese and Nichols, Inc.
THIS IS THE FIRST AMENDMENT TO THE AGREEMENT dated and entered into the I I" day of
May 2017 by and between the City of Lubbock ("City") and Freese and Nichols, Inc. ("Engineer"), a
Texas Corporation, for providing professional services for the Wastewater Master Plan ("Project").
WITNESSETH:
WHEREAS, the City desires to increase the scope of the work to be performed by the Engineer on the
Project. The new scope shall include additional modeling, analysis, plan development, and training.
Further, this Amendment extends the original contract period an additional six (6) months. The details of
work to be performed and associated fees and rates are described in Attachment A, Attachment B, and
Attachment C respectively, attached to and incorporated herein.
WHEREAS, all other portions of the original Agreement and previous Amendments, if any, shall remain
in place and are not altered by this amendment.
NOW, THEREFORE, the City and the Engineer agree to the terms of this FIRST AMENDMENT:
IN WITNESS HEREOF, the parties have executed this Agreement as of this 26th day of
April 2018.
CITY OF LUBBOCK
Daniel M. Pope, Mayor
ATTEST:
ReY
cca Garza, City ecret ry
APPROVED AS TO CONTENT:
,j, L,-�,
Michael G. Keenum, P.E., Division Director of Engineering/City Engineer
Page 1 of 2
Turpin, PT-., 5istant City Engineer/Capital Projects and Design
APPROVED AS TO FORM:
Ke li Leisure, Assistant City Attorney
FREESE AND NICHOLS, INC.
By: /(/ 1' -0
Nick Lester, P.E., Vice President
Page 2 of 2
MREESE
NICHOLS
EXHIBIT A
City of Lubbock
Wastewater Master Plan
Contract No. 13135
Amendment #1
Scope of Work
Lubblock
PROJECT BACKGROUND:
The City of Lubbock contracted with Freese and Nichols, Inc. (FNI) a comprehensive wastewater master
plan update for the Collection System addressing population growth, regulatory compliance, aging
infrastructure, and develop a Capital Improvement Plan. The original contract was executed on May 11,
2017.
Original Scope elements include:
• Task A: Population/wastewater flow projections and short-term analysis
• Task B: City-wide temporary flow monitoring program
• Task C: All -pipes wastewater collection system model development
• Task D: EPA Capacity Management Operations and Maintenance program development
Amendment #1 Scope elements include:
• Task E: Hydraulic model calibration and design storm
• Task F: Wastewater System Performance Analysis
• Task G: Collection system Risk Based Assessment
• Task H: Wastewater collection system capital improvements plan (CIP) and Report
• Task I: Wastewater model training
The Amendment #1 items are detailed in the following pages.
WASTEWATER COLLECTION SYSTEM ANALYSIS: AMENDMENT #1 ITEMS
TASK E: EXTENDED PERIOD SIMULATION (EPS) WASTEWATER MODEL CALIBRATION
E1. DRY WEATHER CALIBRATION
FNI will select a dry weather calibration event to isolate projected flows as primarily domestic contributed
flows. FNI will develop a flow meter schematic showing which sewer basin and metered sub -basins feed
into each sewer interceptor for model analysis and data output review. FNI will perform dry weather
calibration of the selected dry weather flow event using calibrated flow volume by adjusting antecedent
conditions, per capita flows, diurnal curves and dry weather infiltration. FNI shall prepare charts and
profiles at selected calibration points showing metered vs. modeled dry weather calibration for flow,
depth and velocity.
E2. WET WEATHER CALIBRATION
FNI will review the flow meter data and select a wet weather calibration storm event. FNI will perform
wet weather calibration using the EPA approved RTK methodology on selected wet weather flow events
using calibrated peak 1/I. FNI will adjust model parameters to calibrate flow, velocity and flow depth. FNI
Wastewater Master Plan — Exhibit A
FREESE c��> °�
Contract No. 13135 900111 ZN�CNOLS Lubbock
Amendment #1 Scope of Work I, IJIJ TEXAS
will prepare charts and profiles at selected calibration points showing metered vs. modeled wet weather
calibration results.
E3. DESIGN STORM EVALUATION
FNI will evaluate design storms and develop recommendations on design storms using return period and
storm intensity for individual sewer basins and interceptors and systemwide storms for the wastewater
treatment plant facilities, based on level of service recommendations using existing available data.
E4. FLOW MONITORING, MODEL DEVELOPMENT, CALIBRATION AND DESIGN STORM SELECTION
WORKSHOP (WORKSHOP #3)
FNI will conduct a workshop with the City to discuss the flow monitoring, model development, model
calibration, and design storm evaluation.
E5. PREPARE MODEL DEVELOPMENT AND CALIBRATION CHAPTER FOR MASTER PLAN REPORT
FNI will prepare the Model Development and Calibration chapter of the Wastewater Master Plan and
submit five (5) hard copies and a PDF to the City for review.
TASK F: WASTEWATER SYSTEM PERFORMANCE ANALYSIS
Fl. DESIGN CRITERIA AND LEVEL OF SERVICE EVALUATION
FNI will evaluate and recommend wastewater system planning criteria, including design flows, minimum
and maximum pipeline velocities, TCEQ requirements and surcharging guidelines. The criteria will
determine the level of service and what surcharging, if any, is allowed, minimum and maximum velocity
constraints, etc. Criteria will be developed for overall master planning purposes, development reviews,
and environmentally sensitive areas.
F2. EXISTING SYSTEM EVALUATION
FNI will run the calibrated wastewater model with design storm(s) and identify existing surcharging and
overflow locations and other capacity/restriction issues. This will provide the baseline evaluation of where
the collection system currently has issues. This task will establish critical projects that will be included in
the 5-year CIP planning. FNI will conduct an evaluation to determine the impacts of critical element
(special structure) and lift station modifications on the existing system evaluation results. FNI will prepare
mapping and model results showing all surcharging and overflow locations by magnitude and locations.
FNI will categorize manholes by overflow amounts during design storm and sewer line surcharging by
amounts during design event(s).
F3. LIFT STATION SITE VISITS
FNI will conduct site visits at up to 8 lift stations to update the condition evaluation and determine rehab
or replacement needs. At the site visit, FNI will evaluate electrical, structural, SCADA, pumps and motors.
FNI will assign an updated condition score for each lift station.
F4. MEETING ON EXISTING SYSTEM ANALYSIS AND DESIGN CRITERIA
FNI will meet with the City to present the existing system analysis results and design criteria.
Page 2 of 6
Wastewater Master Plan — Exhibit A
FREESE at> of
Contract No. 13135 910111 <NICHOLS LubbockAmendment #1 Scope of Work i f IJ
,EXA5
F5. FUTURE SYSTEM ANALYSIS
FNI will finalize model scenario development for 5-year, 10-year, and 20-year conditions and run
wastewater model scenarios under design storm conditions to determine the system response for
surcharging and overflow events. FNI will utilize the future system model scenarios to analyze the impact
of future growth and development on the wastewater collection system. FNI will apply the selected design
storm(s) to the future system models to locate potential future system deficiencies based on specified
design criteria. FNI will conduct an evaluation of special structures and lift stations under design storm
conditions for each planning period.
F6. EVALUATION OF LIFT STATION CONSOLIDATION AND ELIMINATION OPTIONS
FNI will utilize the existing and future system modeling results, along with the information from the lift
station site visits to evaluate alternatives to eliminate or consolidate lift stations to the extent possible.
FNI will evaluate phasing of improvements to facilitate lift station consolidation/elimination.
F7. LIFT STATIONS SYSTEM RELIABILITY EVALUATION
FNI will utilize data from the model and lift station as-builts to evaluate the impact of a power outage,
including available wet well storage, flow and capacity in the upstream lines and backup power
availability. FNI will identify which lift stations should be brought back into service first and where
emergency generators are needed to facilitate a greater response time.
F8. WRP CAPACITY EVALUATION AND NW WRP INTEGRATION
FNI will identify, evaluate and provide recommendations regarding the ability to meet the existing and
projected wastewater collection and treatment needs of the service area. FNI will evaluate the integration
of the new Northwest WRP to the collection system. FNI will evaluate options for flexible flow
management allowing the collection system to redirect or transfer flow based on operational decisions.
FNI will provide charts and graphs with alternatives to meeting future wastewater treatment plant flow
projections.
F9. DEVELOPMENT OF WASTEWATER SYSTEM IMPROVEMENT ALTERNATIVES TO ADDRESS
CAPACITY ISSUES AND PROVIDE FOR FUTURE GROWTH
Using the results of future models, FNI will develop improvements to eliminate excessive surcharging and
overflows in the collection system resulting from increased wastewater flow from projected future
growth, development, and redevelopment. FNI will develop improvements alternatives for gravity lines,
lift stations, force mains, special structures, and treatment facilities. Improvements needed to correct
existing deficiencies will also be included. FNI will utilize model results to develop improvements to serve
areas that are currently not developed. FNI will prioritize rehabilitation areas based on flow monitoring
results and operational data to help reduce infiltration/inflow. FNI will develop mapping showing
improvements required for the 5-year, 10-year, and 20-year planning periods as well as improvements
needed to correct existing deficiencies.
F10. WASTEWATER SYSTEM HYDRAULIC ANALYSIS AND IMPROVEMENT ALTERNATIVES
WORKSHOP (WORKSHOP #4)
FNI will develop an alternative solution workshop with City Staff to assess and evaluate future
hydraulic/operational improvements to solve deficiencies based on costs, benefits, and ability for projects
to be permitted.
Page 3 of 6
Wastewater Master Plan — Exhibit A
FREESE City of
Contract No. 13135 �, ZNICHOLS LubbOCk
Amendment #1 Scope of Work TDA'S
F11. PREPARE EXISTING AND FUTURE SYSTEM ANALYSIS CHAPTERS FOR MASTER PLAN REPORT
FNI will prepare the Existing and Future System Analysis chapters of the Wastewater Master Plan and
submit five (5) hard copies and a PDF to the City for review.
TASK G: WASTEWATER COLLECTION SYSTEM RISK BASED ASSESSMENT
G1. MEETING WITH CITY STAFF ON HISTORICAL MAINTENANCE HISTORY AND RISK BASED
ASSESSMENT SOFTWARE OPTIONS
FNI will meet with City staff to identify historical maintenance history on gravity pipeline segments and
manholes using system mapping and assign the data to the applicable feature in GIS. FNI and the City will
also review the options for conducting the risk -based assessment, including the option to integrate with
other systems.
G2. GEOCODE WORK ORDER DATA
FNI will also obtain 5-years of work order data from the Viryanet system for incorporation into the risk -
based assessment and geocode the data to assign to the relevant pipeline or manhole.
G3. RISK BASED ASSESSMENT PARAMETERS & WEIGHTING DEVELOPMENT
FNI will meet with the City to discuss potential condition and criticality parameters, scoring and weighting:
• Identify condition variables (pipe material, age, maintenance history, etc.)
• Identify criticality variables (capacity provided, line size, upstream population served,
redundancy, etc.)
• Identify scoring parameters within each variable.
• Identify scoring system and relative weight factors of each component
G4. ASSIGN CONDITION AND CRITICALITY SCORES TO WASTEWATER PIPE SEGMENTS
FNI will evaluate the condition and criticality of each wastewater pipeline segment based on the
parameters developed in previous task. Condition and criticality scores will be assigned to each pipeline
segment. Pipeline segments are defined as the span between manholes.
G5. DEVELOP OVERALL PRIORITIZED RISK SCORES FOR EACH PIPE SEGMENT
FNI will review the results of the previous task and develop the groupings for the condition and criticality
scores into categories (such as "good", "poor", etc. condition and "high", "low", medium" impact) and
develop risk scores for each pipeline segment.
G6. CONDUCT WORKSHOP ON RESULTS OF RBA SCORING ANALYSIS (WORKSHOP #S)
FNI will conduct a workshop with City staff to discuss the results of the condition, criticality and risk scoring
analysis for pipelines.
G7. ADJUST SCORING RESULTS BASED ON CITY'S COMMENTS
FNI will revise scoring of wastewater pipelines based on feedback for City staff during Workshop #4. The
risk scores will be utilized to select candidate lines for renewal and inspection.
Page 4 of 6
Wastewater Master Plan — Exhibit A FREESE
Cit} of
Contract No. 13135 Irmill aNicHoLs #rLubbock
Amendment #1 Scope of Work TEXAS
G8. RENEWAL CIP DEVELOPMENT
FNI will develop a renewal CIP for high and medium risk smaller lines and identify large lines to target for
inspection. FNI will work with the City to develop a target yearly budget value to determine the size of
each project.
G9. PROVIDE TRAINING ON RBA DATABASE
FNI will provide up to one day of training to City staff upon delivery of the risk database. FNI will deliver
the RBA database to Lubbock.
G10. PREPARE RISK BASED ASSESSMENT CHAPTER FOR MASTER PLAN REPORT
FNI will prepare the Risk Based Assessment chapter of the Wastewater Master Plan and submit five (5)
hard copies and a PDF to the City for review.
TASK H: WASTEWATER COLLECTION SYSTEM CAPITAL IMPROVEMENT PLAN (CIP)
H1. DEVELOP DRAFT CAPITAL IMPROVEMENT PLAN (CIP) COSTS, PHASING PLAN AND MAPPING
FNI will develop costs for each proposed project, draft CIP scheduling of projects based upon
wastewater system modeling requirements, project drivers (such as growth, regulatory,
renewal, etc.) and mapping showing project locations. Costs will be in Year 2018 dollars and will
include engineering and contingencies. Project will be phased by fiscal year for the first five year
and by planning period for subsequent projects.
H2. PREPARE FOR AND CONDUCT WORKSHOP WITH CITY ON DRAFT CAPITAL IMPROVEMENT
PLAN (WORKSHOP #6)
FNI will prepare for and conduct a workshop with the City to discuss draft CIP, project phasing
and results of prioritization.
H3. REVISE AND FINALIZE WASTEWATER SYSTEM CIP
FNI will revise the modeling and hydraulic analysis based on City's comments from workshop and
will develop a final wastewater system CIP with costs for each proposed project, descriptions,
drivers/justification, CIP scheduling of projects based upon revised wastewater system modeling
requirements, and mapping showing project locations.
H4. PREPARE DRAFT MASTER PLAN REPORT
FNI will prepare a Master Plan Report discussing assumptions, methodologies and findings for
population and flow projections, flow monitoring and model calibration, existing and future
system hydraulic analyses, and recommended Capital Improvement Plan including schedule and
costs of improvements. Deliver ten (10) copies of the draft report to City.
H5. MEET WITH CITY TO REVIEW DRAFT MASTER PLAN REPORT
Meet with City to discuss the draft Master Plan Report and CIP project phasing.
Page 5 of 6
Wastewater Master Plan — Exhibit A
Contract No. 13135. FREESE CitN of
�, zN�cHOL.S Lubbock
Amendment #1 Scope of Work T:a;S
H6. REVISE MASTER PLAN REPORT TO INCORPORATE CITY'S COMMENTS AND FINALIZE
DOCUMENT
FNI will revise the report based on City's comments and submit ten (10) final hard copies and
five CDs with an electronic copy in PDF format of the Master Plan Report to the City.
H7. DELIVER GIS MAPPING AND MODELING FILES TO THE CITY
FNI will deliver the wastewater model and GIS files to the City.
TASK I: WASTEWATER MODEL TRAINING
11. MODEL TRAINING WITH CITY STAFF
Model training will consist of a four-hour training session and one eight -hour training session for different
levels of users.
a) Project Managers Training Session — The 4-hour session will focus on how project managers
can use the model for development, and redevelopment reviews. The session will provide a
look at what the model can do and how it can be used, but it will still be at a relatively high
level.
b) Modelers — The 8-hour session will be and in-depth look at the networks, scenarios, and all
of the ins and outs of the hydraulic model. The modelers will walk away with a basic
understanding of how to open the model, make changes, create new scenarios, and conduct
analyses on specific cases.
Page 6 of 6
rM NICHOLS
EXHIBIT B
City of Lubbock
Wastewater Master Plan
Fee Summary By Task
AMENDMENT #1 - WASTEWATER COLLECTION SYSTEM ANALYSIS
C'it} of
Lubbock
Page 1 of 1
EXHIBIT C, HOURLY RATE SCHEDULE COMPENSATION
Not to Exceed: Compensation to FNI for Basic Services in Exhibit A shall be computed on the basis of the Schedule of Charges, but shall not
exceed Four Hundred Eighty -Six Thousand,
Four Hundred Ninety -Three Dollars ($486,493.00).
If FNI sees the Scope of Services changing so
that Additional Services are needed, including
but not limited to those services described as Additional Services in Exhibit A,
FNI will notify
CITY for CITY's approval before proceeding.
Additional Services shall be computed based on the Schedule of Charges.
Schedule of Charges:
Position
Rate
Position
Rate
PRINCIPAL
389
3D VISUALIZATION COORDINATOR
190
GROUP MANAGER
272
ENVIRONMENTAL SCIENTIST VII
243
ENGINEER VIII
295
ENVIRONMENTAL SCIENTIST VI
212
ENGINEER VII
289
ENVIRONMENTAL SCIENTIST V
179
ENGINEER VI
251
ENVIRONMENTAL SCIENTIST IV
156
ENGINEER V
196
ENVIRONMENTAL SCIENTIST III
134
ENGINEER IV
179
ENVIRONMENTAL SCIENTIST II
94
ENGINEER III
159
ENVIRONMENTAL SCIENTIST 1
93
ENGINEER II
150
ARCHITECT VI
214
ENGINEER 1
124
ARCHITECT V
194
ELECTRICAL ENGINEER VI
238
ARCHITECT IV
156
ELECTRICAL ENGINEER V
192
ARCHITECT III
150
ELECTRICAL ENGINEER IV
158
ARCHITECT II
121
ELECTRICAL ENGINEER III
145
ARCHITECT 1
104
ELECTRICAL ENGINEER II
140
PLANNER VI
226
ELECTRICAL ENGINEER 1
133
PLANNER V
174
MECHANICAL ENGINEER VI
228
PLANNER IV
137
MECHANICAL ENGINEER V
202
PLANNER III
125
MECHANICAL ENGINEER IV
177
PLANNER 1
103
MECHANICAL ENGINEER III
156
HYDROLOGIST V
196
PROGRAM MANAGER 11
233
HYDROLOGIST IV
154
CONSTRUCTION CONTRACT ADMIN III (Manager)
195
HYDROLOGIST III
142
CONSTRUCTION CONTRACT ADMIN III (Spec. Insp)
160
HYDROLOGIST II
130
CONSTRUCTION CONTRACT ADMIN III (CM)
145
SENIOR GEOLOGIST
152
CONSTRUCTION CONTRACT ADMIN III (RPR)
111
GEOTECHNICAL ENGINEER VI
251
CONSTRUCTION CONTRACT ADMIN II (RPR)
126
PUBLIC INVOLVEMENT COORDINATOR
143
CONSTRUCTION CONTRACT ADMIN I (DCS 11)
118
WEB SERVICES ADMINISTRATOR
167
CONSTRUCTION CONTRACT ADMIN I (DCS)
106
WORD PROCESSING/SECRETARIAL
86
DOCUMENT CONTROL CLERK
110
OPERATIONS ANALYST
155
SR DESIGNER
197
CONTRACT ADMINISTRATOR
98
DESIGNER II
168
INFORMATION SERVICES ADMINISTRATOR
85
DESIGNER 1
141
INFORMATION SERVICES CLERK III
67
CADD DESIGNER
168
INFORMATION SERVICES CLERK 11
63
TECHNICIAN IV
145
INFORMATION SERVICES CLERK 1
62
TECHNICIAN III
115
CO-OP
75
TECHNICIAN II
96
STORMWATER ENGINEER VII
215
TECHNICIAN 1
74
STORMWATER ENGINEER VI
198
GIS COORDINATOR
148
STORMWATER ENGINEER V
175
GIS ANALYST IV
138
STORMWATER ENGINEER IV
150
GIS ANALYST III
114
STORMWATER ENGINEER III
131
GIS ANALYST II
97
STORMWATER ENGINEER II
113
GIS ANALYST 1
75
STORMWATER ENGINEER 1
106
Rates for In -House Services
Technology Charge
Bulk Printing and Reproduction
$8.50 per hour
Black and White $0.10 per copy
Color $0.25 per copy
Travel
Plot - Bond $2.50 per plot
Standard IRS Rates
Plot - Color $5.75 per plot
Plot - Other $5.00 per plot
Binding $0.25 per binding
OTHER DIRECT EXPENSES:
Other direct expenses are reimbursed at actual cost times a multiplier of 1.10. They include outside printing and reproduction expense,
communication expense, travel, transportation and subsistence away from the FNI office and other miscellaneous expenses directly related to
the work, including costs of laboratory analysis, test, and other work required to be done by independent persons other than staff members.
For Resident Representative services performed by non-FNI employees and CAD services performed In-house by non-FNI employees where
FNI provides workspace and equipment to perform such services, these services will be billed at cost times a multiplier of 2.0. This markup