HomeMy WebLinkAbout1993 12 20 - Master Plan ProposalHARx MAN & ASSOCIATES, INC.
PRINCIPALS:
engineers, hydrogeologlsts, surveyors & management consultants Jamcs E. Christopher. P.F:.
Chyles W. Drake. RG
GemIJ C. Hartman. P.E.
December 20, 1993 HAI #92-023. Mark I. Lake' P. L.5
Mark A. RynnlnR. P.E.
mltl E. 5[hmitl[. Jr.. P.E.
ASSOCIATES:
Mr. Richard Votapka, P.E. HIL.RobD.M M.R.A.
William D. 011. M, EE.
Utilities Director rnn C. Quinlan, P.E.
Timothy A. xornan, P.E.
City of Sebastian
1225 Main Street
Sebastian, Florida 32958
Subject: City of Sebastian Water and Wastewater Master Plan Proposal
Dear Mr. Votapka:
Hartman & Associates, Inc. (HAI) is pleased to submit this proposal for preparing a 10 -year
Water and Wastewater Master Plan for the area encompassing the existing City of Sebastian
corporate limits. As you are aware from our previous work for the City, as well as our
qualifications statement, HAI can offer the City a unique blend of engineers, hydrogeologists
and financial consultants who have a complete understanding of managing and developing a
water and wastewater utility system. As a result, HAI can provide the City with an efficient
and responsive project team for developing .
Moreover, you will find that members of our project team have distinguished themselves on
many occasions with participation in rule making, development of standards, and authoring
technical articles in the area of utility management and feasibility. In addition, we have
included an analysis on meeting the existing and future requirements of the Amendments to the
1986 Safe Drinking Water Act (SDWA), Florida Department of Environmental Protection
(FDEP), and United States Environmental Protection Agency (USEPA) rules and regulations.
Furthermore, you will find that the staff assigned to this project are principals of the firm who
can make decisions necessary for the effective prosecution of the assignment and can assure
you that this project will be a top priority. I will be the principal in charge of the project
throughout its duration. I will be assisted primarily by Mr. Gary ReVoir, II, P.E., and Ms.
Jill Manning for the duration of the project. As with all of our projects with the City, we are
committed to provide the City with a quality and cost-effective project.
Our firm is well versed in what is required to develop a utility system from scratch, as well as
the financial considerations thereof. In the past two (2) years, our firm has prepared water and
wastewater master plans for the following entities:
1. City of North Port
2. City of Sanibel
3. Spring Hill
4. Pinellas County
201 EAST PINE STREET • SUITE 1000 • ORLANDO, FL 32801
TELEPHONE (407) 839-3955 • FAX (407) 839-3790
ORLANDO FORT MYERS JACKSONVILLE TALLAHASSEE
N n
Mr. Richard Votapka, P._..
December 20, 1993
Page 2
5. Clay County
Included in Attachment "A" is our General Provisions as amended and supplemented in
Exhibit "A" attached thereto. Exhibit "A" describes the scope of services and schedule for
preparing the Water and Wastewater Master Plan for the City. Our estimated not -to -exceed
fee is $59,247.74, as summarized in Exhibit "B". We would expect to begin our services
promptly after notice to proceed and shall complete this study within five (5) months, as
outlined in Exhibit "A".
If the above and attachments satisfactorily set forth your understanding of our agreement, we
would appreciate your signing one (1) copy of this agreement and returning it to our offices.
If you have any questions regarding this agreement or the attachments, please do not hesitate
to contact me.
Very truly yours,
Hartman & Associates, Inc.
A ZU
WitnessHarold E. Sch t .
d, .E.
Vice President
Witness
1,
Witness
9
N
fitness
HES/ch
P13/Votapka.hes
Attachment
City of Sebastian, Florida
, /aby
Date
Kayor
C`� A-r6r^t7Charles Ian Nash
a
Nut,4-
Kathryn M.
O'Halloran, City Clerk
C`� A-r6r^t7Charles Ian Nash
ATTACHMENT A
loftN
GENERAL PROVISIONS
Attached to and made a part of LETTER
AGREEMENT, dated December 20, 1993, between
the City of Sebastian (OWNER) and Hartman &
Associates, Inc. (ENGINEER) in respect of the
Project described therein.
SECTION 1 - BASIC SERVICES OF ENGINEER
1.1 After written authorization to proceed,
ENGINEER shall perform the following
professional services:
1.1.1. Consult with OWNER to clarify and define
OWNER's requirements for the Assignment and
review available data;
1.1.2. Advise OWNER as to the necessity of
OWNER's providing or obtaining from others
special services and data required in connection with
the Assignment and assist OWNER in obtaining
such data and services;
1.1.3. Provide analyses of OWNER's needs with
evaluations and comparative studies of prospective
solutions;
1.1.4. Prepare a Report of ENGINEER's findings
and recommendations and furnish five copies of the
Report and review it in person with OWNER.
1.2.1 The duties and responsibilities of
ENGINEER described above are supplemented and
amended as indicated in paragraph 1 of Exhibit -A
"Scope of Services and Schedule" which is attached
to and made a part of the Agreement.
SECTION 2 - ADDITIONAL SERVICES
2.1. If authorized in writing by OWNER,
Additional Services related to the Assignment will
be performed by ENGINEER for an additional
professional fee.
SECTION 3 - OWNER'S RESPONSIBILITIES
OWNER shall do the following in a timely manner
so as not to delay the services of ENGINEER:
HES/ch/P 13/Sebast. AtA -1-
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3.1. Provide all criteria and full information as
to OWNER's requirements for the Assignment and
designate in writing a person with authority to act
on OWNER's behalf on all matters concerning the
Assignment;
3.2. furnish to ENGINEER all existing studies,
reports and other available data pertinent to the
Assignment, obtain or authorize ENGINEER to
obtain or provide additional reports and data as
required, and furnish to ENGINEER services of
others required for the performance of
ENGINEER's services hereunder, and ENGINEER
shall be entitled to use and rely upon all such
information and services provided by OWNER or
others in performing ENGINEER's services under
this Agreement;
3.3. arrange for access to and make all
provisions for ENGINEER to enter upon public and
private property as required for ENGINEER to
perform services hereunder;
3.4 perform such other functions as are
indicated in Exhibit -A" Scope of Services and
Schedule"; and
3.S. bear all costs incident to compliance with
the requirements of this Section 3.
SECTION 4 - PERIOD OF SERVICE
4.1. ENGINEER's Basic Services will be
performed and the Report submitted within the time
period or by the date stipulated in Exhibit -A "Scope
of Services."
4.2. ENGINEER's Basic Services under this
Agreement will be considered complete at the earlier
of (1) the date when the Report is accepted by
OWNER or (2) thirty days after the date when the
Report is submitted for final acceptance, plus in
each case, if applicable, such additional time as may
be considered reasonable for obtaining approval of
governmental authorities having jurisdiction to
approve the Report.
4.3 ENGINEER's Additional Services will be
performed and completed within the time period
agreed to in writing by the parties at the time such
services are authorized.
4 any Mme period within or a which
any of ENGINEER's service a completed is
exceeded throu au t of ENGINEER, all rates,
meas and amounts of compensation and the time
f shall be subject to
equitable adjustment.
SECTION 5 - PAYMENTS TO ENGINEER
5.1. Methods of Payment for Services of
ENGINEER.
5.1.1 For Basic Services. OWNER shall pay
ENGINEER for all Basic Services rendered under
Section 1 (as amended and supplemented by Exhibit -
A "Scope of Services") as follows:
5.1.1.1. On the basis set forth in Exhibits B
and C "City of Sebastian Water and
Wastewater Master Plan Professional
Fees and Hourly Rate Schedule",
respectively
5.1.2. For Additional Services. OWNER shall
pay ENGINEER for all Additional Services
rendered under Section 2 on the basis agreed to in
writing by the parties at the time such services are
authorized.
5.1.3. Reimbursable Expenses. In addition to the
payments provided for in paragraphs 5.1.1. and
5.1.2, OWNER shall pay ENGINEER the actual
costs (except where specifically provided otherwise)
of all Reimbursable Expenses incurred in connection
with all Basic Services and Additional Services.
Reimbursable expenses mean the actual expenses
incurred by ENGINEER or ENGINEER's
independent professional associates or consultants
directly or indirectly in connection with the Project,
such as expenses for: transportation, and subsistence
incidental thereto, reproduction of reports, .Solt
telephone calls and postag� S" J c %4- Ta
5.2. ENGINEER shall submit monthly
statements for Basic and Additional Services
rendered and for Reimbursable Expenses incurred.
OWNER shall make prompt monthly payments in
response to ENGINEER's monthly statements.
5.3. ENGINEER's above charges are on the
basis of prompt payment of bills rendered and
HES /ch/P 13 /Sebast. AtA
10►,
continuous progress of the work on the Assignment
until submission of the Report.
5.4. If OWNER fails to make any payment due
ENGINEER for services and expenses within thirty
days after receipt of ENGINEER's statement
therefor, thramexets—due EN .TNFFR 'lt be
Wi+#ieth. day , 4wd-in_gtidition, ENGINEER may,
after giving seven day's written notice to OWNER,
suspend services under this Agreement until
ENGINEER has been paid in full all amounts due
for services, expenses and charges.
SECTION 6 - COST CONTROL
6.1. OWNER's budgetary requirements and
considerations in respect of the Assignment are set
forth in Exhibit -A "Scope of Services and
Schedule".
6.2. Opinions of probable construction cost,
financial evaluations, feasibility studies, economic
analyses of alternate solutions and utilitarian
considerations of operations and maintenance costs
prepared by ENGINEER hereunder will be made on
the basis of ENGINEER's experience and
qualifications and represent ENGINEER's best
judgment as an experienced and qualified design
professional. It is recognized, however, that
ENGINEER does not have control over the cost of
labor, material, equipment or services furnished by
others or over market conditions or OWNERs'
methods of determining their prices, and that any
utilitarian evaluation of any facility to be
constructed or work to be performed on the basis of
the Report must of necessity be speculative until
completion f its detailed design. Accordingly,
ENGINEER does not guarantee that proposals, bids
or actual costs will not vary from opinions,
evaluations or studies submitted by ENGINEER to
OWNER hereunder.
SECTION 7 - GENERAL CONSIDERATIONS
7.1. All documents prepared or furnished by
ENGINEER (and ENGINEER's independent
professional associates and consultants) pursuant to
this Agreement are instruments of service and
ENGINEER shall retain an ownership and property
interest therein. OWNER may make and retain
copies for information and reference; however, such
documents are not intended or represented to be
suitable for reuse by OWNER or others. Any reuse
without written verification or adaptation by
ENGINEER for the specific purpose intended will
be at OWNER's sole risk and without liability or
legal exposure to ENGINEER, or the ENGINEER's
independent professional associates or consultants..
Aird—OWAIER -chap de 'fi and u^1 s
ENGIN R's independent
p ass'onal assmWas and egnstiltarits`
cl 'ms, da rng
rom.
Any such verification or adaptation will entitle
ENGINEER to further compensation at rates to be
agreed upon by OWNER and ENGINEER.
7.2 The obligation to provide further services
under this Agreement may be terminated by either
party upon thirty days' written notice in the event of
substantial failure by the other party to perform in
accordance with the terms thereof through no fault
of the terminating party. In the event of any
termination, ENGINEER will be paid for all
services rendered and Reimbursable Expenses
incurred to the date of termination and, in addition,
all Reimbursable Expenses directly attributable to
termination.
7.3.1. OWNER and ENGINEER each is hereby
bound and the partners, successors, executors,
administrators and legal representatives of OWNER
and ENGINEER (and to the extent permitted by
paragraph 7.3.2 the assigns of OWNER and
HES/ch/P13/Sebast.AtA
-3-
ENGINEER) are hereby bound to the other party to
this Agreement and to the partners, successors,
executors, administrators and legal representatives
(and said assigns) of each party, in respect of all
covenants, agreements and obligations of the
Agreement.
7.3.2. Neither OWNER nor ENGINEER shall
assign, sublet or transfer any rights under or interest
in (including, but without limitation, moneys that
may become due or moneys that are due) this
Agreement without the written consent of the other,
except to the extent that any assignment, subletting
or transfer is mandated by law or the effect of this
limitation may be restricted by law. Unless
specifically stated to the contrary in any written
consent to an assignment, no assignment will release
or discharge the assignor from any duty or
responsibility under this Agreement. Nothing
contained in this paragraph shall prevent
ENGINEER from employing such independent
professional associated and consultants as
ENGINEER may deem appropriate to assist in the
performance of services hereunder.
7.4 Nothing under the Agreement shall be
construed to give any rights or benefits in the
Agreement to anyone other than OWNER and
ENGINEER, and all duties and responsibilities
undertaken pursuant to this Agreement will be for
the sole and exclusive benefit of OWNER and
ENGINEER and not for the benefit of any other
party.
EXHIBIT "A"
SCOPE OF SERVICES AND SCHEDULE
Purpose
The purpose of this study is to develop a Master Plan for providing water and wastewater
utility service within the City of Sebastian corporate limits. The study will include, but not be
limited to, economic impacts on the potential customers within the water and wastewater
service area, alternative methods of providing water and wastewater service (water supply,
treatment, storage and distribution; and wastewater collection, treatment and effluent disposal),
population projections, raw water quality, effluent disposal, permitting issues, and other utility
related matters. In addition, the study will address the initial and future capital needs of the
proposed water and wastewater utility system to accommodate expansion of the system and the
flexibility to adapt to future potential - regulatory changes regarding water and wastewater
systems. Moreover, the study will be suitable to supplement potential loan and grant
applications for the proposed system.
Based on the purpose of this Water and Wastewater Master Plan for the City of Sebastian, the
study has been divided into nine (9) basic components, as described below.
TASK 1 - DATA COLLECTION
Data will be collected from, but not be limited to, the offices of the St. Johns River Water
Management District (SJRWMD), Florida Department of Environmental Protection (FDEP),
City of Sebastian and Indian River County Planning Departments, City of Sebastian Utility
Department, the Soil Conservation Service, the United States Geological Service, Department
of Community Affairs, and others. The data that will be collected will include, but not be
limited to, FDEP Monthly Operating Reports (MOR's) for the water treatment plant (WTP)
and wastewater treatment plant (WWTP) in the proposed service area, raw water quality data,
WTP and WWTP design criteria, drawings and engineering reports (if available), soil data,
land use maps, building permit data, and other relevant information.
TASK 2 - CUSTOMER AND FLOW PROJECTIONS
Based on a review of the historical population and growth projections as developed in the
City's and County's Comprehensive Land Use Plans, building permits and other relevant
information, an accurate forecast of customer and equivalent residential connections (ERC's)
through a five-year forecast horizon will be developed. In addition, average day, maximum
day and peak hour water demands and wastewater flow projections will be calculated utilizing
HES/ch
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A"90
the population growth projections, ERC usage, water conservation programs, and other
relevant data over the 10 -year forecast horizon.
TASK 3 - EXISTING WATER DISTRIBUTION AND TREATMENT
A. Distribution
The existing distribution system will be evaluated with the use of computer simulation.
An engineering opinion overview will be provided based upon existing demands and
system capability of meeting service requirements. The overview will also focus on
identifying system deficiencies with recommendations for improvements.
B. SuWly and Treatment Capacity
The potable water facilities will be evaluated with respect to raw water supply,
treatment capacity, storage and high -service pumping. The wells and treatment
analysis will focus on water quality and ability of existing process to meet existing and
anticipated future regulations. Previous hydrogeological reports will be reviewed and
evaluated with respect to projected demands and water quality criteria.
TASK 4 - EXISTING WASTEWATER COLLECTION. TREATMENT AND EFFLUENT
DISPOSAL
A. Wastewater Collection
An engineering opinion overview will be performed on the wastewater collection
system which will include a computer simulation of the overall wastewater collection
system. It will be necessary to obtain from the City of Sebastian information on all
pump stations. This information will include:
Pump make and model or head curves
• Wet well diameter
Wet well depth
Invert depth
• Overall wastewater collection system map
The overview will be directed at determining system deficiencies and recommending
improvements to the wastewater collection system.
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B. Treatment and Disposal Capacity
The WWTP will be evaluated against demands and level of treatment for commitments
for effluent. For effluent disposal, we will utilize previous effluent disposal reports, as
well as soil conservation services data.
TASK 5 - HYDRAULIC ANALYSIS OF WATER AND WASTEWATER TRANSMISSION
SYSTEM
A. Water Distribution System Analysis
Based on the information obtained from the City relative to the water system, HAI will
prepare a pipe and node map of the water transmission and distribution system, as well
as a data file based upon the node map for input into the computer run. HAI will
utilize the Kentucky Pipe hydraulic analysis program as developed by Dr. Donald J.
Wood of the University of Kentucky for modeling the water distribution system. HAI
will disaggregate the existing demand data by node based upon the location of existing
units and customer sales data. Based on the above, HAI will develop typical per-unit
demand data by billing zone for projection of future water supply demands. An
estimate of the future demand per node, based upon the total build -out development
units and unit demand data, will be developed. Utilizing the water supply operating
data obtained from the City, HAI will determine the maximum day demand factor,
peak hourly demand factor, and diurnal flow curves. HAI will develop four (4) basic
node configurations to include:
(1) Existing system.
(2) Existing system following the proposed additional well installations.
(3) Future system improvements (5 years).
(4) Future system improvements (10 years).
The hydraulic model of the existing system will be test run with field flow and pressure
data provided by the City to verify the hydraulic nodes. A steady state simulation of
each configuration above at maximum day, peak hour, and maximum day plus fire
flow at up to seven (7) locations determined by the City. The model run results,
system deficiencies and recommended improvements will be summarized in the water
master plan. In addition, HAI will prepare up to eight (8) pressure contour maps of the
model run results, as selected by the City, for incorporation into the master plan.
Diskettes of the computer model and node map will be provided to the City.
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B. Wastewater Transmission System Analysis
Based on the information obtained from the City of Sebastian relative to the wastewater
collection and transmission facilities, HAI will prepare a pipe and node map of the
wastewater force main system, as well as a data file based upon the node map for input
into the computer run. The Kentucky Pipe program will be utilized to model the
wastewater force main system. HAI will disaggregate lift station service areas by
node. Based upon the data from the FDEP monthly operating reports, HAI will
develop a per ERC wastewater generation for projection of future wastewater needs.
An estimate of the future wastewater generation per lift station service area, based upon
total build -out development units and per ERC, will be developed. Utilizing the data
provided by the City, HAI will determine the maximum day and peak hour factor.
HAI will develop three (3) basic node configurations to include:
(1) Existing system.
(2) Future system improvements (5 years).
(3) Future system improvements (10 years).
A steady-state simulation of each configuration above at average day, maximum day
and peak hour will be developed. Diskettes of the hydraulic model and node maps will
be provided to the City.
TASK 6 - WATER SYSTEM PLANNING
Based upon the engineering overview of the existing water system and customer projections, a
water system master plan will be developed. This plan will include utilizing the designated
well locations and safe yields. The plan will address meeting the SDWA. A phased capital
improvement plan will be developed for both distribution and treatment supply.
TASK 7 - WASTEWATER SYSTEM PLANNING
Based on the engineering overview and customer projections, a phased capital improvement
plan will be developed for the collection, treatment and disposal systems. For effluent
disposal, we will try to optimize existing effluent disposal sites through re -rating, if possible.
Future golf course, green spaces and other effluent reuse sites will also be identified for
effluent disposal. The data included in the wastewater system planning will provide sufficient
information for preparation of the FDEP Reuse Feasibility Study.
HES/ch
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TASK 8 - ECONOMIC ANALYSIS
Based on the recommended existing and future capital improvements for the City's water and
wastewater system, an economic analysis will be conducted. In addition, various funding
alternatives, including, but not limited to, the Farmers Home Administration Grant/Loan
Program, Community Development Block Grants, State Revolving Loan Fund Program, and
low interest loans, will be evaluated and included in the economic analysis.
Utilizing the customer projections, capital costs, staffing and operational requirements, and
other relevant data determined in the seven (7) previous tasks, a range will be developed that
will identify the average costs per customer. Moreover, if necessary modifications to other
charges (e.g., capital charges, meter installation charges, deposits, reconnection fees, etc.) will
be described, and recommended ranges will be identified.
TASK 9 - DRAFT AND FINAL REPORT
Five (5) copies of the draft report will be provided to the City for their review. A review
meeting will be conducted to review the draft report and discuss any comments the City may
have. As a result of the review meeting, the City's comments will be incorporated into the
final report and ten (10) copies of the final report will be submitted for approval. In addition,
HAI will present the final report to the City Council.
ESTIMATED PROJECT SCHEDULE
The estimated project schedule for this project from data collection to report preparation is five
(5) months from the date of approval of the proposal. A draft report will be provided to the
City for review in four (4) months from authorization, and a final report submitted four (4)
weeks thereafter. Summarized below is the recommended project schedule:
1.
2.
3.
4.
GJ
Data Collection
Customer and Flow Projections
Completion Date(1)
January 12 - February 16, 1994
January 12 - February 16, 1994
Existing Water Distribution and Treatment January 12 - February 16, 1994
Existing Wastewater Collection
and Treatment
Review Meeting
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January 12 - February 16, 1994
February 24, 1994
6.
Hydraulic Analysis for Water and
Wastewater System
7.
Water System Planning
8.
Wastewater System Planning
9.
Economic Analysis
10.
Draft Report
11.
Review Meeting
12.
Final Report
13.
Presentation to City Council
Completion Date(l)
February 24 - March 16, 1994
March 16 - April 6, 1994
March 16 - April 6, 1994
April 6 - April 20, 1994
April 20, 1994
April 27, 1994
May 18, 1994
May 25, 1994
(1) Assumes authorization for notice to proceed on January 12, 1994.
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EXHIBIT B
CITY OF SEBASTIAN
WATER WASTEWATER MASTER PLAN
PROFESSIONAL FEES
Lk Descri tion
Mrs.
Principal
Coat
Project Manages
Engine. V
Mrs. Coat
Project Engine..
Engineer IV
Wt.. Coat
Engineering
Tac m csan
Mrs. Coat
Mrs.
Wo.d
Proe.ssing
Coat
Hcs.
TOLal
Coal
k. Collect and Review All Available Information
2
$212.00
8
$429.28
32
$1,479.68
2
$74.74
2
$61.48
46
$2,257.18
B. Summarize Objective and Existing Situation
2
$212.00
8
$429.28
16
$739.84
8
$298.96
4
$122.96
38
$1,803.04
_. Review Existing Service Area Information and Historical Population
2
$212.00
4
$214.64
8
$369.92
16
$59].92
4
$122.96
34
$1,537.44
0. Describe Existing Potable Water Facilities, Review Historical
Water Demand Data and Describe Service Area Agreements
8
$848.00
16
$858.56
32
$1,479.68
16
$597.92
8
$245.92
80
$4 6
E. Describe Existing Wastewater Facilities, Review Historical Sewage
Flow and Flow Characteristics Data and Describe Service Area Agreements
8
$848.00
16
$858.56
32
$1,479.68
36
$597.92
8
$245.92
60
$4,030.08
F. Review and Summarize Current Regulatory Requirements
4
$424.00
8
$429.28
24
$1,109.76
4
$149.48
R
$245.92
46
$2,358.44
G. Develop Population Projections, Water Demand Projections,
Wastewater Flaws Projections and Future Service Areas
8
$818.00
i6
$858.56
32
$1,479.68
16
$59'!.92
B
$245.92
RO
$4,0]0.08
R. Develop and Summarize Water System Hydraulic Analysis
4
$424.00
16
$858.56
40
$1,849.60
40
$3,494.80
2
$61.48
102
$4,688.44
I. Develop and Summarize Wastewater System Hydraulic Analysis
4
$424.00
16
$858.56
40
$1,849.60
40
$1,494.80
2
$61.48
102
$4,688.44
J. Develop and Summarize Water System Capital Improvements Program
8
$848.00
16
$858.56
32
$1,479.68
16
$597.92
R
$245.92
80
$4,030.08
K. Develop and Summarize Wastewater System Capital Improvement Program.
8
$848.00
16
$858.56
32
$1,479.68
16
$597.92
0
$245.92
80
$4,030.08
L. Dvelop and Summarize Financial Management Program to Implement CIP.
36
$1,696.00
24
$1,287.84
40
$1,849.60
16
$597.92
8
$245.92
104
$5,677.28
M. Prepare Draft Master Plan 4 Sumbit Five (5) Copies to City.
16
$1,696.00
32
$1,717.12
60
$2,774.40
24
$896.88
80
$2,459.20
212
$9,543.60
v. Meet with City Staff to Discuss City's Review Comments of Draft M.P.
8
$848.00
6
$429.28
0
$0.00
0
$0.00
1
$30.74
17
$1,308.02
J. Incorporate City's Comments and Submit Ten (10) Final Copies of M.P.
4
$424.00
4
$214.64
8
$369.92
36
$597.92
40
$1,229.60
72
$2,836.08
P. Presentation of Master Plan to City Council.
/
$424.00
4
$214.64
0
$0.00
0
$0.00
1
$30.74
9
$669.30
Totals
106
$11,236.00
212
$11,375.92
428
$19,790.72
246
$9,193.02
192
$5,902.08
DIr44t Cala:
Copia:
Travd:
TOTAIS:
1184
$57,49].1]4
1
$500.00
$1,000.00
$250.00
$59,24].]4
92-023.07/pt/EXCEL I /COS-Exhb.XLS
at-excel/Hrlyrate/2-7Spc. Sch
"EXHIBIT C"
HARTMAN AND ASSOCIATES, INC.
HOURLY RATE SCHEDULE ($/HR)
EFFECTIVE 7/1/93
CLASSIFICATION
HOURLY
Principal, P. E.
$108.00
EMPLOYEE
$108.00
Principal, Project Manager, P.E.
$108.00
G.
C.
Hartman
H.
E.
Schmidt
J.
...:.......:..........::::..::
E. Christopher
C. W.
Drake
M.
A.
Rynning
M.
I.
Luke
at-excel/Hrlyrate/2-7Spc. Sch
"EXHIBIT C"
HARTMAN AND ASSOCIATES, INC.
HOURLY RATE SCHEDULE ($/HR)
EFFECTIVE 7/1/93
CLASSIFICATION
HOURLY
Principal, P. E.
$108.00
Principal, Project Manager, P.E.
....................................................................................................................................
$108.00
Principal, Project Manager, P.E.
$108.00
Principal, Project Manager, P.G.
$92.83
Principal Project Manager P.E.
$92.83
Principal, Project Manager, P.L.S.
$92.83
...: ...:•::
Financial Manager, CPA. MBA
$85.67
P. E.
$67.50
P. E.
..
$63.61
P. E.
$61.67
st VI, P.G.
$61.02
Engineer V, P.E. $54.68
Construction Inspector $54.00
H:::`I:::::;:::;:<..................:................................. .
vdroggeolo gist V
P.G.$53.22
Engineer V
$52.57
::..:.::..::..::.:.::.......:.:.:.:..:.:.:.:.::.::........::.......................<a:...........:....:...:.»........:......:.::
Engineer V, P.E.
$51.30
Hydrogeologist IV
$51.27
. ...: .. d: .:<:
Engineer IV
..:.:::...............;.:.:::
$50.63
.::................................................
Senior Rate Analyst
y
.......:<:::>::::4 .98
$ 9
Administrative Assistaan::>::....:.:..............:......
Assistant
.................
549.95
Senior Rate Analyst, MBA
$48.68
Engineer IV $47.12
"EXHIBIT C"
HARTMAN AND ASSOCIATES, INC.
HOURLY RATE SCHEDULE ($/HR)
EFFECTIVE 7/1/93
HOURLY
EMPLOYEE CLASSIFICATION RATE
A. T. Gawad Engineer IV $46.98
Tr C>pyvyv ,lvq%W' �ffi:.C.'..^v'.:i'?.:aL'.%}.:Y::Y.:.ry::..:I::py<y.�r:»A>:P>:n.:y:Y'pn>:. �4:}F<:::N• yC'x}.Y/�o. �R:
K. Wulff Engineering Design II $45.23
W
G.R. Crawford Engineer III
$42.53
Mw:.eux�
F.A. Brinson Engineer III
$38.07
�a9 T3
ad's'6.c.3�u°roisf`'d`±'
MM
S. G. Neumeyer Engineering Technician III
S.
$33.07
E ts.�iK>:. !
E
R. H. Nelson Engineering Technician III
$35,91
M. J. Hudkins Engineer 1
$35.69
W. Wasson Hydrogeologist II
$35.69
-g
m,
_.. _.._............. ...:.iii
C. M. Gaylord Senior Word Processor
$35.64
$e�ro4e+�w/a,i,Ybv;e,:yQ#?24vy.%'yCYfio, rr: MOM h rt �`co gyp.
Vii:
Q.'Wvy::WnL�`v
T. A. Calzaretta Engineering Technician III
$35.10
Yvg
,aa ,
SC.��.Ae2 .$.dtr5`R�96.bfo�oJJJ.pY'w v. AC. tiYajM`f .;°>nxR,F°R'
'.;TAY::
; C:
AL£
E.W. Mitchell Engineer 1
$35.10NN
�2 , M' : 3'ixw<;
°"`°F,o'`'y�.
.ta:T...Pc..:. o%§C... F'k`S,h. '6:#:,ine `e?u?:.?>'N.`Mwtt.:
'..�'n . G..F.
D. Jiskoot Engineering Technician III
$34.70
_
K. R. Liebknecht Survey Crew Chief/Survey Technician II
$33.48
S.M. Fensterer Survey Crcw Chief/Survey Technician 11
$3281
J.A. Manning Engineer I
$32.40
J. Warner Engineering Technician 11
532.40
ROME
E. Jenkins Survey technician II
$32.40
at-excel/Hrlyrate/2-7Spc. Sch
H. A. Cox Engineer 1
$27.00
wag mg
"EXHIBIT C"
J. Van Anda Engineering Technician 11
HARTMAN AND ASSOCIATES, INC.
............ .... .... .
�X
HOURLY RATE SCHEDULE ($/HR)
$23.63
n. L
EFFECTIVE 711/93
T.N. Benedico Word Processor/Receptionist
HOURLY
EMPLOYEE
CLASSIFICATION
RATE
N. DeCorte
Engineer
$28.35
$19.44
..........
F. Gidus
Hydro Technician 1
$23.35
$17.69
WN
��EMR
C. C. Tomlinson
Assistant Rate Analyst
$27.81
C.A. Lauretta
Word Processor
$27.14
M�l
T. L. Roe
Engineering Technician 11
$27.00
H. A. Cox Engineer 1
$27.00
wag mg
J. Van Anda Engineering Technician 11
$23.63
............ .... .... .
�X
S.D. Clatchey Survey Technician 1
$23.63
n. L
$20.25
T.N. Benedico Word Processor/Receptionist
$22.95
S. Simon Reproduction/Courier Support
$20.25
D. Trussell Word Processor
$21.60
L.E. Bennett Survey Technician 1
$20.93
wag mg
M. Taylor Reproduction/Courier Support
$20.52
........ . .......... .
J.J. Wallace Engineer 1
$20.25
S. Simon Reproduction/Courier Support
$20.25
. . .... .........
...
S. C. Cobert Engineer 1
$19.44
..........
C. Cuevas Secretarial Support
$17.69
WN
at-excel/Hrlyrate/2-7Spc.Sch