205-CPH-Amendment 02 C. jx\% o~ San]~°rd, FZo~ic~~
32772-1778
Coramission-T[lanager Plan
october 9, 1984
WARREN E. KNOWLES 305/322~161
CITY MANAGER P.O. BOX 1778
3~ NORTH PARK AVENUE
Mr. B. C. Conklin, P.E.
Conklin, Porter & Holmes-Engineers, Inc.
Post Office Box 1976 ·
Sanford, Florida 32771
R__e: Wastewater Treatment and Effluent Disposal
,-' - engineering contract.
Dear Cal:
Enclosed is the executed copy of Amendment 2 - Site Specific Studies to the
December 7, 1983 agreement for engineering services for Sanford's Wastewater Treatment
and Effluent Disposal Facilities. This was executed at the October 8, 1984 City Commission
meeting.
Very truly yours,
CITY OF SANFORD
W. E. "Pete" Knowles
City Manager
WEK/mjh
Enclosure
cc: Assist. City Manager
Utility Director
· "The Friendly City"
TEL 305322-684 ~ TEL 305 831-5717
AMENDMENT 2 - SITE SPECIFIC STUDIES
TO
AGREEMENT
DATED DECEMBER 7, 1983
FOR
WASTEWATER TREATMENT
AND
EFFLUENT DISPOSAL FACILITIES
Between
THE CITY OF SANFORD, FLORIDA
And
CONKLIN, PORTER AND HOLMES-ENGINEERS, INC.
This AMENDMENT dated this 8~h day of Octo er
in the year Nineteen Hundr~ Eighty-four ~y and between TGE
CITY OF SANFORD, FLORIDA (hereinafter called the OWNER) and
CONKLIN, PORTER AND HOLMES-ENGINEERS, INC. (hereinafter called
the ENGINEER), is mutually agreed upon and declared an
authorized Amendment to an Agreement dated December 7, 1983,
between the parties, herein setting forth the scope, terms, and
conditions of the work herein authorized.
TEL 305322-6841 TEL 305 831-5717
IN WITNESS WHEREOF, the parties hereto have caused this
Amendment to be executed as of the day and year hereinabove set
forth.
CONKLIN, PORTER AND HOLMES-
ENGINEERS, INC.
DATE : iO-Ol'?p~
CITY OF SANFORD, FLORIDA
SCHEDULE & COST OF FACILITIES PLANNING WORK
FOR LAND DISPOSAL OF EFFLUENT
SANFORD, FLORIDA
Site No. 1 Only
Time in Manhours
Estimated
I. General P E T D S Expense Cost
A. Scheduling, Planning, Budgeting and 10.0 30.0 4.0 8.0 $ lO0.O0
Orientation for Site Specific Work
SUBTOTAL SECTION I 10.0 30.0 4.0 8.0 $ 100.00
II. SOilS Testing
A. Soils and hydrological studies of $ 25,800,00
proposed site. Subcontract - Soils (Ardaman Proposal
Consultant attached)
B. Coordination, supervision and 12.0 40.0 8.0 8.0
evaluation of soils consultant's work.
SUBTOTAL SECTION II 12.0 40.0 8.0 8.0 $ 25,800.00
III. Chemical/Bacteriological Analysis -
Wastewater
A. Obtain a 24-hour composite 1.0 4.0 8.0 2.0 $ 1,200.00
sample of wastewater effluent (Sanitary Lab)
to be analyzed for primary and
secondary water treatment standards,
pesticides and PCB's, base/neutrals,
acids and pesticides, and purgeables.
Preparation, collection, transportation
and evaluation
SUBTOTAL SECTION III 1.O 4.0 8.0 2.0 $ 1,200.00
Estimated
Time in Manhours Expense Cost
P E T D S
IV. Chemical/Bacteriological Analysis -
Yankee Lake
A. Obtain an estimated 4 samples from 1.0 8.0 16.0 4.0 $ 2,000.00
Yankee Lake to be analyzed for (Sanitary Lab)
dissolved oxygen, total nitrogen, ammonia
nitrogen, nitrates, nitrites, total
phosphorus, biochemical oxygen demand, pH,
fecal coliforms and chlorides.
Preparation, collection, transportation
and evaluation
SUBTOTAL SECTION IV 1.O 8.0 16.0 4.0 $ 2,000.00
V. Land Ownership/Acquisition of
Selected Parcel
A. Contact with County regarding land zoning 12.0 16.0 2.0
changes if required. Assist City in
presenting site for approval from County
staff and Commission for proposed use.
Attendance at County Boards and Commission
meetings and presentations as required.
B. CPH coordination and liaison and 30.0 40.0 lO.O
recommendations to City
SUBTOTAL SECTION V 42.0 56.0 12.0
VI. Archeological Survey
A. Archaeological studies of proposed $ 17,311.00
site to comply with the State of (Archaeologist)
Florida requirements. Subcontract {See Water and
Archaeologist Air Proposal}
B. CPH data provision, review and 4.0 24.0 12.0 4.0
assimilation of report, coordination
and liaison with subcontractor
SUBTOTAL SECTION VI 4.0 24.0 12.0 4.0 $ 17,311.00
Time in Manhours Estimated
P E T D S Expense Cost
VII. Environmental Impact Analysis 4.0 16.0 16.0 4.0 4.0
A. Review of flora and fauna of proposed
site.
B. Biological studies of proposed site $ 9,105.00
to determine impact of selected plan (Biologist)- See
on environmental parameters such as: Water & Air Pro~ )
wetlands, groundwater, surface water,
and atmosphere. Subcontract - Biologist
C. CPH data provision, review and assimilation 4.0 32.0 24.0 8.0 4.0
of report, coordination and liaison with
subcontractor
D. Contact all regulatory agencies to establish $ 5,000.00
jurisdiction and requirements. (Permitting
Specialist)
SUBTOTAL SECTION VII
8.0 48.0 40.0 12.0 8.0 $ 14,105.00
VIII. Surveying
A. Field stake and establish horizontal $ 18,760.00
and vertical control for wells and (Surveyor) }
borings installed under work item II.
B. CPH field check, data provision, review 2.0 12.0 16.0 4.0
and assimilation of survey data provided,
coordination and liaison.
2.0 12.0 16.0 4.0 $ 18,760.00
SUBTOTAL SECTION VIII
Time i~ Manhours Estimated
P E T D S Expense Cost
IX. Report Preparation
A. Compiling data, reports, and report 4.0 40.0 20.0
writing
B. Drafting (figures, graphs, etc.) 2.0 4.0 60.0
C. Typing 32.0
D. Proof reading, review by City, 12.0 40.0 12.0 4.0 16.0
modifications, revisions, and changes
(assumes one meeting with City Admin.
E. Report, final reproduction print 4.0 18.0 $ 750.00
drawings and photocopying and binding (Reproduction
copies for submission for FDER.
SUBTOTAL SECTION IX 16.0 82.0 36.0 68.0 66.0 $ 750.00
X. Public Participation
A. Organize, develop project fact sheet; 4.0 16.0 8.0 12.0 $ 250.00
public mailing list; establish public {Postage,Mail
information depository; and conduct $ 60.00
public meeting to discuss program. {Reproduction)
B. Advertise and conduct public meeting 30 0 60 O0 8 0 8 0 16 0 $ 40.00
..... {Travel}
and hearing to discuss results and
recommendations of the study.
SUBTOTAL SECTION X 34.0 76.0 16.0 8.0 28.0 $ 350.00
Estimated
Time in Manhours Expense Cost
P E T D S
XI Misce]laneous Expenses
A. Progress Reports $ 150.00
(Reproduction)
B. Phone calls $ ]50.00
C. Photocopying misc. material , $ 150.00
D. Aerials, tax records and valuations, $ 75.00
well data, maps, etc.
E. Travel (local, and Tallahassee) $ 1,O00.O0
F. Per Diem 70.00
SUBTOTAL SECTION XI 0 0 0 0 0 $ 1,595.00
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September 20, 1984
Mr. R. Michael Deverall
Conklin, Porter & Holmes
P.O. Box 1976
Sanford, FL 32771
Dear Mike:
Enclosed is the resume of Mr. Ivan B. Chou. Mr. Chou
has experience in nutrient uptake by wetland vegetation
and would be available should you need someone to work on
this aspect of the Yankee Lake site.
Sincerely,
WATER D AIR RESEARCH, INC.
H~.P~utnam, Ph.D.
Vice President
HDP:jd
Enclosure
EN~RS~,
,BANFORD.
Professional Resume of:
IVAN B. CHOU, M.E., P.E.
Areas of Specialization
Coastal and oceanographic engineering, hydrodynamic modeling, water quality
modeling, sediment transport, ground water modeling, hydraulics, stormwater
management, and computer mapping and graphics.
Experience
Water Quality Modeler/Hydrologist, Breedlove Associates Inc., Gainesville,
Florida. 1983-present.
Project Engineer, hydrological modeling for Occidental Chemical
Agricultural Products Inc. phosphate mine site to evaluate the hydro-
logical impact of the mining activities. Hydrological model HSPF was
used to perform continuous real-time simulation and compare the
Suwannee River hydrology under pre-mining conditions, existing con-
Hitions, and reclaimed conditions. Twenty years precipitation and evap-
oration data with one hour intervals was used for simulation.
Project Engineer, hydrological study for Southern Seafood, Cape
Canaveral~ Florida. Analyzed the precipitation and tide data in North
Banana River to determine the 'hydrological characteristics of the study
area. The water level in the Banana River was correlated to the
water level near a shell disposal site and assessed the impact of the
disposal operations.
Task Manager~ stormwater management permit for Seaboard System
Railroad, Orange County~ Florida. Computed and designed the storm-
water drainage for a proposed expansion of the trailer on flat car
(TOFC) terminal. Developed a computer model for drainage calculations
with IBM PC in compliance with South Florida Water Management
District sotrmwater rules.
Project Engineer, wetland nutrient uptake study for Poinciana New
Township, Florida. Collected the water~qoality data in the Reedy
Creek Swamp and Lake Russell to determine the nutrient assimilation
capacity of the swamp and to evaluate the leasability of utilizing the
swamp for secondarily treated wastewater disposal.
IBC
!van B. Chou, P.E.
CMI Engineer
Oaks Plaza, Suite B
519 NW 60th Street
IVAN B. CHOU~ M.E.~ P.E. Page 2
Coastal Engineer, Water Resources Department, Environmental Science
and Engineering~ IRK:. (ESE), Gainesville, Florida, 1979-1983.
Project Manager, computer model development for ESE's Water
Resources Department. Developed new models, modified existing models,
and managed the computer model library which contained 50 sophisti-
cated models of wide variety. Responsible for converting computer
programs used by CDC, IBM, and other computer systems to ESE's
PRIME 7.50 Computer System.
: Subproject Manager, hydrodynamic and water quality modeling for
Pungo River and the canal system in North Carolina for Peat Methanoi
Associates. The study area included Pungo River, Pungo River Canal,
Intracoastal Waterway, and Alligator River. The RECEIV-II model was
calibrated by four tide gauges, two current meters, a dye study, and
two seasonal water quality sampling surveys. The effects of wind, tide,
and proposed methanoi plant discharge on the estuary salinity, metal
ion~ and BOD/DO were investigated. ESE recommended the preferred
methanoi plant discharge site. The SWMM-II[ modeI was also used to
perform continuous real-time meteling to determine the effects of peat
harvesting on the surface runoff characteristics, and to evaluate the
salinity changes in Pungo River caused by harvesting activities.
Project Manager, St. Lucie Estuary hydrodynamic modeling. Provided
consulting services to 5outh Florida Water Management District (/FWMD)
for the setup of a Dynamic' Estuar~ Model on St. Lucie Estuary~
Florida. Assisted 5FWMD with calibrating the model and produced
bathymetric map of the estuary using hydrographic survey data and
5URFACE-II mapping software.
Subproject Manager, hydrodynamic modeling for Baptist Medical Center,
:]acksonville~ Florida. Used finite element model CAFE-I to assess the
St. ]ohns River circulation impacts due to proposed hospital construc-
tion. Effects of the hospital caisson structure on sediment transport
and tidal flushing characteristics were also evaluated.
Subproject Manager~ beach nourishment study of North Shore Park,
St. Petersburg~ Florida. Performed sedime_-O,t transport analysis to eva-
luate the fate of beach fill material and assess environmental impact on
the grass bed caused by beach fill operation and the littoral processes.
A preferred dredging site for beach fill material was recommended.
Task Manager, coastal engineering analysis and management of 15 years
of beach profile data along 26 miles of North Carolina beaches for
USACOE, Coastal Engineering Research Center. The data was used to
compute the sediment volumetric rate of change, sediment transport
rate, shoreline excursion rate, and to set up a wave refraction model
L_
IVAN B. CHOU, M.E., P.E. Page 3
for the study area. The wave refraction model was used to predict
wave shoaling and compute long-shore energy flux. Historical beach
fills and storm events were investigated to evaluate beach Jill perfor-
mance.
Subproject Manager, flushing study of Campeau Marina, Sarasota Bay,
Florida. Developed tidal flushing model to evaluate flushing charac-
teristics of proposed marina.
Task Manager, estuarine hydrodynamic and water quality modeling for
lower Maurjce River and Delaware Bay, New 3ersey. Used 5WMM-II
Model to evaluate freshwater consumptive use impact caused by pro-
posed coal-fired power plant. Simulated far-field pollutant transport
and near-field mixing due to cooling tower blowdown. MIT Salinlty
Instrusion Model .was used to predict salinity intrusion. Also developed
potential flow model to predict effects of intake structure on fish lar-
vae transport. Models PLUME and PD5 were used to perform near-field
mixing and dispersion studies. Results were presented in Storm Water
and Water Quality Management Modeling and 5WMM Users Group
Meeting, sponsored by EPA.
Task Manager, water quality modeling for dredging study near Hilton
Head Island, South Carolina. Model DMF3 was used to predict
transport~ dispersion, and fate of dredged material discharged into open
water through a pipeline.
Task Manager, water quality modeling for Kiawah Island marina devel-
opment, South Carolina. Evaluated impact of a lock harbor system to
the water quality of Kiawah River. Water quality model QUAL-II was
used to simulate algae growth in the marina. Transient Plume Model
was used to simulate the Jar-field dispersion.
Task Manager, Placido Bayou flushing study, St. Petersburg, Florida.
SWMM-II model was used to predict flushing time of a proposed boat
basin and the canals around the housing development area.
Task Manager, ground water quality modeling for Seymour Recycling
Plant, Seymour, Indiana. Simulated ground water flow pattern and
pollution transport processes using the Prickett-Lonnquist ground water
flow model and the random walk transport model TRANS.
Task Manager, floodplain analysis for AMAX Chemical Company,
Florida. Performed flood frequency analysis and delineated the
floodplain o[ Big Slough and Horse Creek near AMAX Chemical
Company's proposed phosphate mine site. Model E~3I was used to per-
form floodplain analysis.
IVAN B. CHOU, M.E., P.E. Page
Project Engineer, ground water modeling for Regional Utility, Inc., Palm
Beach County, Florid,~. Used Prickett-Lonnquist ground water flow
model to assist the design of wastewater treatment plant percolation
pond. The underlying impermeable layer was cut through by trenching
to allow maximum percolation efficiency.
Task Manager, near field mixing zone and far-field dispersion analysis
of cooling water discharge for Florida Power Corporation and Atlantic
City Electric Company, using PLUME, OUTPLM, DKHPLM, PDS, and
TPM models. Mixing zone water quality was evaluated.
Task Manager, time series analysis of tide and current data using har-
monic and spectral analysis for Florida Power Corporation, Gulf County,
Developed a statistical model to determine the pr!ncipal current direc-
tion.
Task Manager, dispersion and recirculation analysis of cold water
discharge into Savannah River from a proposed liquified natural gas
facility. Circulation model DIFF-2 was used for impact analysis.
Task Manager, ground water solute transport modeling for a land fill
site in Dade County, Florida. Random-walk solute transport model
TRANS was used to predict the transport and dispersion of pollutants
due to land fill and to determine the effects of the land fill on the
nearby well fields.
Task Manager, bathymetric survey and mapping of Riviera Bay for
dredging permit for the proposed P-I Channel.
Task Manager, plume mapping software development. Developed com-
poter software to plot concentration contour of an effluent plume.
Data was collected by automatic electronic positioning system and digi-
tal data logger.
Project Engineer, thermal plume dispersion study for Tampa Electric
Company, Tampa, Florida. Conducted a dye study to determine the
thermal plume dispersion caused by power plant cooling water.
Survey Team Leader. Conducted a 13-mile land survey in North Carolina
for Peat Methanoi Associates. The elevations of three tide gauges
installed in the Pungo River system relative to USGS vertical controls
were measured. Cross sections of the drainage canal were also sur-
veyed.
Served as consultant to Bessent, Hammack, and Ruckman, Inc., Tampa,
Florida on E.G. Simmons Regional Park Beach protection project.
Investigated beach and bank erosion processes and made structural
design recommendations.
IVAN B. CHOU, ~.E., .P.E. Page 5
(-
Served as consultant to Tetra Tech., Inc. Studied effect of dredging on
wave propagation and coastal processes. Wave refraction model was
used to perform the analysis.
Task Manager. Water resources studies for 3acksonvilie Port Authority
spoil site evaluation, St, 3ohns River, Florida. Evaluated the impact of
maintenance dredging, channel deepening, and dredged material disposal
to the hydrodynamics and water quality of the St. 3ohns River. A
maintenance disposal feasibility corridor was established, and the best
sites for dredged material disposal were recommended.
Ocean/Civil Engineer, Pacific Architect and Engineering, Inc., Los Angeles,
California. 1977-1979.
Design Engineer, design and planning of a harbor/airport complex at
Kasae Island, Trust Territory of Pacific Islands. Involved in harbor
design and layout, reef runway design, drainage design, causeway and
highway design, and structural design of breakwater and harbor facili-
ties.
Coastal Engineer, Environmental Science and Engineering, Inc. (ESE),
Gainesville, Florida. 1976-1977.
Assisted in coastal engineering analysis of field data pertaining to cir-
culation patterns and sediment transport for environmental impact
assessment of a proposed Atlantic Fleet Ballistic MiSsile Submarine Base
at Kings Bay, Georgia.
Graduate Research Assistant, Coastal and Oceanographic Engineering
Laboratory, Gainesville, Florida. 1973~1977.
Developed non-linear model for inlet-hay-waterway system to evaluate
the estuary flushing capability.
Performed Matanzas Inlet dye study. Determined ~he effects of sheet
piling structure to the circulation and water quality of the intercoastal
waterway by continuous dye injection at Matanzas Inlet Bridge.
Performed physical model studies for the response of an offshore
floating nuclear power plant to long waves. The: added mass of the
floating platform and the resonant mechanism in the break-water struc-
ture were investigated.
IVAN B. CHOU, M.E., P.E. Page 6
Performed model studies for ocean thermal energy conversion plant to
investigate the flow field and turbulence characteristics near the OTEC
plant. Conducted experimental studies for internal waves and stratified
flow, and field investigation for a tidal inlet. Operated and calibrated
constant temperature hot-film anemometry and various electronic
instruments.
Second Lieutenant, Army Corps of Engineers, Talwan. 1971-1973.
Involved in bridge, highway, and tunnel construction.
Education
M.E. University of Florida, Gainesville, ' Florida, 1975.
Coastal Engineering.
B.5. Talwan Provincial College of Marine and Oceanic Technology,
Tatwan, 1971. River and Harbor Engineering.
University of Wisconsin, 1982. Ground Water Modeling.
Texas A & M University, 1981. 'Dredging Engineering.
University of Kentucky, 1983. Sedimot It Short Course.
U.S. EPA, 1983. WASP and TOXIWASP Workshop.
Registrations
Professional Civil Engineer, Florida, 19gl.
Professional Structural Engineer, Florida, 1981.
Associations
American Society of Civil Engineering
National Society of Professional Engineers
Member of Storm Water Management Model User's Group
Publications
Chou, LB. 197,S. An experimental investigation to the interfacial waves
generated by lower frequency internal waves. M.E. thesis, University of
Florida.
IVAN B. CHOU, M.E., P.E. - : Page 7
Chou, I.B. 197J. Interfacial waves generated by finite amplitude internal
waves. Transaction, American Geophysical Union, 56(12):1005.
Chou, I.B. 1976. Flow field near an ocean thermal energy conversion
plant. Coastal Engineering Conference, 4:3068.
Chou, I.B. 1976. Flow field near an OTEC plant. Report 76/006,
Coastal and Oceanographic Engineering Archives, University of FLorida.
Chou, I.B. 1977. The instability of internal gravity waves. Technical
= Report No. 32, Coastal and Oceanographic Engineering Archives,
University of Florida.
Chou, I.B. 198l. Calibration of the RECEIV model for a well
mixed tidal estuary using equilibrium procedure. Proc. Storm Water and
Water Quality Management Modeling Group Meeting, Niagara Falls,
Canada.
Winton, T.C., l.B. Chou, G.M. Powell, and 3. D. Crane. 1981. Analysis of
coastal sediment transport processes from Wrightsville Beach to Fort
Fisher, North Carolina. Miscellaneous Rep. No. 81-6, Coastal
Engineering Research Center.
Cheu, I.B., G.M. Powell, and T.C. Winton. 1983. Assessment of beach
fill performance by excursion analysis. Proc. of the Third Symposium
on Coastal and Ocean Management, ASCE, San Diego, California.
1/11/8~
Conklin, Porter & Holmes Engineers, Inc,
~ Ffie Number 83-170A -3-
aeeordanee with the enelosed 1984 fee sehedule. The total cost for each report
document is based on estimated costs of material quantities and man-hours
required. The actual cost may be somewhat different, depending upon the actual
material quantities and man-hours expended. The estimates consider no speeial
access problems associated with land clearing and/or wet ureas. Costs associated
with site eleuring for our drilling equipment and survey of land surface elevation
at each test hole location on the site ure not purt of our estimated cost. Our
maximum budget not to be exceeded without further written authorization is
$23,000.00. The work can begin within two weeks of notice to proceed. The work
will take four to six weeks to eomplete.
If the proposal meets with your approval, please have the appropriate person sign
and return a copy of the "Proposal/Project Acceptance~ form for our records.
Please do not hesitate to contact the undersigned should you have questions or
need additional information. We appreciate the opportunity to serve you on this
project.
Very truly yours,
Ai~DAMAN & ASSOCIATES, INC.
Florida Registration No. 19782
HGS:ec
Enclosures
Table 1
F, STIMATED COSTS
~FDER Soils and Hy&ogeologieal Report
Data review and field survey planning $ 500.00
l~ield survey 12,500.00
Laboratory testing 2,500.00
Engineering evaluations and report preparation 3~500.00
Subtotal $19,000.00
Effluent Disposal Area Groundwater Monitorin~ Plan
Data review and field sarvey planning $ 500.00
Lineament analysis 1,000.00
Well inventory 1,000.00
Engineering analyses and report preparation 1~500.00
Subtotal $4,000.00
TOTAL $23,000.00
Conkiln, Porter & Rolmes Engineers, Inc.
File Number 83-170A -3-
Table 1
ESTIMATED COSTS
HYDROGEOLOGICAL SURVEY
DATA REVIEW AND FIELD SURVEY PLANNING
TOTAL TASK $500.00
l,m ~.I .O SURVEY
Mobilization
2 85150 each $300.00
SPT Borings
0-25' 12 x 20 x $6.75 $1,620.00
25-50' 4 x 25 x $8.00 800.00
50-100' 4 x 50 x $10.00 2,000.00
$4,420.00
Auger Borings
0-25' 15 x 15 x $5.50 $1,237.50
Grouting of Test Holes
400 LF x $2/LF $800.00
Piezometers
I0 x 15 x $10/LF $1,500.00
4 x 40 x $12/LF 1,920.00
1 x 100 x $18/LF 1~800.00
$4,620.00
Undisturbed Samples
6 x $75 each $450.00
In situ Permeability Testing
& Water Quality Sampling
15 x $75 each $1~125.00
TOTAL TASK $12,952.50
LABORATORY TESTING
Soils Testing (Engineering) $1,500.00
Soils Testing (Chemistry)
6 x $100 each $600.00
Water Quality
8 x $125 each $1~000.00
TOTAL TASK $3,100.00
· ~" ~ Conklin~ Portel' & holmes Engineers~ In~
~ File Number 83-170A -4-
Table I (eont~d)
EI~f MATED COSTS
HYDROGEOLOGICAL SURVEY
ENGINEERING EVALUATIONS AND REPORT PREPARATION
Hydrogeology $750.00
Design of Ponds 750.00
Design of Seepage Trench 750.00
Groundwater Impaets 750.00
Seepage Mitigation Design 750.00
Nutrient Balanee 500.00
Meetings 1~000.00
TOTAL TASK $5~250.00
TOTAL FDER SOILS AND tI~DROGEOLOGICAL REPORT $21~800.00
TOTAL GROUNDWATER MONITORING PLAN $4~000.00
TOTAL ESTIMATED COSTS $25~800.00