HomeMy WebLinkAbout2020-221CCNA2018 WORK ORDER
2020 GROUNDWATER TECHNICAL SUPPORT SERVICES
This Work Order Number _8_ is entered into as of this 13 day of October, 2020_, pursuant
to that certain Continuing Consulting Engineering Services Agreement for Professional Services entered
into as of this 17th day of April, 2018 (collectively referred to as the "Agreement"), by and between
INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and Geosyntec
Consultants, Inc. ("Consultant').
The COUNTY has selected the Consultant to perform the professional services set forth on
Exhibit A (Scope of Work), attached to this Work Order and made part hereof by this reference. The
professional services will be performed by the Consultant for the fee schedule set forth in Exhibit A
(Fee Schedule), attached to this Work Order and made a part hereof by this reference. The Consultant
will perform the professional services within the timeframe more particularly set forth in Exhibit A
(Time Schedule), attached to this Work Order and made a part hereof by this reference all in
accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of
the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement
and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as
if fully set forth herein.
IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of ther,la
written above.
CONSULTANT: BOARD OF COUNT CO IS ` NE
OF INpIAN RIVEF COU TY
By:
Title:
By:
\ Susan Adams, Chairman
J
BCC Approved Date:
October 13, 2020
Attest: Jeffrey R. Smith, Clerk of Court and Comptroller
By: _/ l (/l_ . �"
Deputy Clerk
Approved:
Jason F. Brgwn, County Administrator
Approved as to form and legal sufficiency:
Dy T. Reingold, County Attorney
EXHIBIT A
PROFESSIONAL SERVICES
Scope, Schedule and Fee
GeosyntecL,
consultants
Mr. Himanshu H. Mehta, P.E.
Managing Director
Solid Waste Disposal District
Indian River County
1325 74th Avenue SW
Vero Beach, Florida 32968
1200 Riverplace Boulevard, Suite 710
Jacksonville, Florida 32207
Pa 904 858.1818
www.geosyntec.com
29 September 2020
Subject: Proposal to Provide Groundwater Compliance Technical Support Services
Class I Landfill and C&D Debris Disposal Facility
Indian River County Landfill Facility
Vero Beach, Indian River County, Florida
Dear Mr. Mehta:
Geosyntec Consultants, Inc. (Geosyntec) is pleased to submit this letter proposal to the Indian
River County (IRC) Solid Waste Disposal District (SWDD) to provide professional services
supporting the operation of the Class I landfill and Construction and Demolition (C&D) debris
disposal facility at the IRC Landfill (IRCL) site located in Vero Beach, Indian River County,
Florida (Site). The proposal presents the scope of work, schedule, and budget estimate for the
technical support services relating to groundwater compliance at the Class I Landfill and the
C&D disposal facility.
Geosyntec has prepared this proposal (professional services as Exhibit A of CCNA-2018-WO
No. 8, pursuant to that certain Continuing Contract Agreement for Professional Services, dated
April 17, 2018 (collectively referred to as the "Agreement"), by and between INDIAN RIVER
COUNTY, a political subdivision of the State of Florida ("COUNTY") and Geosyntec
("Consultant").
The remainder of this proposal presents: (i) project background; (ii) proposed scope of services;
(iii) schedule; and (iv) budget estimate.
PROJECT BACKGROUND
The IRCL site is located south of Oslo Road, west of Range Line Road (70 Avenue) and east of
Interstate 95 in Section 25, Township 33 South, Range 38 East in Indian River County, Florida.
The IRCL site occupies 276 acres, with approximately 141.5 acres permitted for Class I disposal,
NCP2020_3158/JL200925 2020 Compliance Monitoring Proposal
Mr. Himanshu H. Mehta, P.E.
25 September 2020
Page 2
19 acres is comprised of Cell 1 C&D debris disposal facility, and 2.5 acres consists of a C&D
debris recycling facility.
The Class I landfill currently accepts both Class I waste and C&D; debris for disposal under the
Florida Department of Environmental Protection (FDEP) Construct and Operate Permit
Modification Nos. 0128769 -026 -SC -IM and 0128769 -027 -SO -MM, dated April 2, 2018 (Class I
Permit). The C&D debris disposal facility operates under FDEP Permit No. 0128769 -025 -SO -
24, dated July 13, 2017 (C&D Permit).
The Water Quality Monitoring Plan (WQMP) for each of the IRCL facilities permits (which is
listed as Appendix 3 of each permit) indicates that groundwater and surface water quality
monitoring are required. Semi-annual sampling of the Class I landfill and C&D debris disposal
facility groundwater monitoring wells shall be conducted in January and July 2020. The samples
collected from the Class I landfill and C&D debris disposal facility monitoring wells shall be
analyzed .for the routine monitoring parameters listed in Section II.3 (Class I Permit) and
Paragraph 8 (C&D Permit) of the WQMP, respectively, as required by paragraphs 62-
701.510(5)(c) & (7)(a) and 62-701.730(8)(d), Florida Administrative Code (F.A.C.). Samples
from one surface water monitoring site (SW -2) shall be collected semi-annually in January and
July, if water is discharging from the stormwater pond. The samples, if collected, shall be
analyzed for the list of parameters listed in Section I11.2 of the Class I Landfill WQMP, as
required by paragraphs 62-701.510 (5)(d) and (7)(b), F.A.C.
Semi -Annual Water Quality Compliance Monitoring for the Class I Landfill
A comment letter from FDEP dated 6 May 2020 provided comments regarding the results of the
January 2020 Semi -Annual Water Quality Monitoring Report for the Class I landfill. The FDEP
provided .notification to SWDD to initiate evaluation monitoring at all monitoring wells with
detected exceedances above applicable groundwater cleanup target levels (GCTLs) for pH,
ammonia, chloride, sodium, TDS and arsenic. Geosyntec provided a response to comments
(RTC) letter the FDEP comment letter on 28 May 2020 which focused on the long-term trends
with the dataset available from the FDEP Water Assurance Compliance System (WACS)
database and requested a reduction of evaluation monitoring locations from 25 locations (as
originally requested by the FDEP in the 8 May 2020 letter) to 4 locations (specifically
downgradient of MW -3S, MW -14S, MW -44S and MW -44I). The: FDEP approved this request
in a letter dated 14 August 2020 and the 90 -day evaluation monitoring period was initiated on 17
September 2020 through a second RTC letter provided to FDEP.
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25 September 2020
Page 3
Quarterly Assessment Water Quality Compliance Monitoring for the C&D Debris Disposal
Facility
Results of routine sampling of C&D debris disposal facility groundwater monitoring well (MW -
21 S) in January 2017 indicated exceedances of benzene and sodium GCTLs. As a result, SWDD
was requested by FDEP to initiate evaluation monitoring in accordance with subsection 62-
701.510(6), F.A.C. Pursuant to this request SWDD installed one groundwater monitoring well
(MW -49S) in July 2017. These and other wells (MW -21 S, MW -33S, MW -35S, MW -40S, MW -
49S, MW -50S, MW -51S, and MW -52S) and three surface water (SW) Lateral Canal (LC)
sample sites (SW -LCI, SW-LC2, and SW-LC3) have been sampled quarterly from July 2017 to
October 2019 under an evaluation monitoring program with FDEP. However, in correspondence
from FDEP to SWDD dated 14 October 2019, the FDEP approved SWDD's request to replace
the evaluation :monitoring of the eight groundwater wells and three surface water sample sites
with quarterly; assessment monitoring and with the addition of other parameters (arsenic,
benzene, naphthalene, and other semi -volatile organic compounds [VOCs]) to the suite of
parameters to be analyzed for at these wells. The FDEP also requested ,establishing background
water quality for seven (7) additional surface water sampling sites (LC4=SW to LC10-SW) along
the Lateral C canal. SWDD sampled and analyzed water -quality for these surface water sites in
the January and April 2020 quarterly water -quality assessment events. Following, the April
2020 quarterly; sampling event, FDEP approved (via e-mail on 17 July 2020) SWDD's request to
limit the monitoring of the surface water sites to SW -LCI, SW-LC2, SW-LC3 and SW-LC4.
Results of the quarterly sampling downgradient of the C&D debris disposal facility have
indicated persistent detections of ammonia, arsenic, sodium, iron, s TDS, TN and TP in
groundwater and persistent detections of ammonia, sodium, iron, TDS, TN and TP in surface
water sampling locations in the Lateral C Canal adjacent to the evaluation groundwater
monitoring locations. Geosyntec completed a site visit on 21 July 2020 as summarized in a 10
August 2020 memorandum to SWDD. One of the objectives of the site visit was to visually
observe the site conditions on the east side of the C&D debris disposal facility and the Residuals
Dewatering Facility (RDF) relative to the current monitoring wells and surface water monitoring
locations. A stormwater management ditch located between the C&D debris disposal facility
and the RDF is suspected to be a potential source area for the persistent detections. A
supplemental groundwater assessment is recommended in this area to identify the lateral and
vertical extent of the groundwater impacts and to collect information to evaluate the remedial
alternatives including groundwater extraction via TreeWelle phytoremediation technology. The
information collected will be valuable with respect to other areas at the Site should additional
assessment be required.
NCP2020_3158/JL200925 2020 Compliance Monitoring Proposal
Mr. Himanshu H. Mehta, P.E.
25 September 2020
Page 4
TreeWell systems are engineered phytoremediation plantings designed to aggressively draw
groundwater from the saturated zone, thereby increasing groundwater extraction rates and
meaningfully controlling the flow dynamics of an aquifer. It is an active remedial system that
operates in a passive manner, with no external energy requirement, resulting in significantly
reduced operation and maintenance (O&M) costs. Geosyntec has the experience to design and
implement these systems and is licensed to provide TreeWell units to our clients.. We have
successfully implemented these systems in Florida and across North America.
PROPOSED SCOPE OF SERVICES
The proposed scope of services includes activities to be performed on behalf of SWDD for the
evaluation monitoring downgradient of the four wells for the Class I landfill and supplemental
groundwater assessment at the C&D debris disposal facility. For the purpose of budgeting, the
scope of work has been divided into the following four (4) main phases:
• Phase 1 — General Consulting/Meeting Support/Project Management;
• Phase 2 — Database Preparation;
• Phase 3 — C&D Debris Disposal Facility Supplemental Groundwater Assessment; and
• Phase 4 — Class I Landfill Evaluation Monitoring.
The above scope of services is based on current regulations and reporting requirements for the
IRCL facility as previously discussed above. An amendment to this scope of services may be
needed should there be any regulatory changes that result in additional work. The remainder of
this section presents a general description of the activities to be performed in each phase.
Phase l — General Consulting/Meetiniz Support/Proiect Manap-ement
Under this phase, Geosyntec will perform project planning and management responsibilities,
such as correspondence with SWDD and FDEP, invoice review, project coordination, prepare a
site-specific Health and Safety Plan, preparation of a work plan for FDEP approval for the tasks
outlined in Phase 3 of this, proposal and project administration. Geosyntec has also included
budget for preparation and attendance (by three Geosyntec personnel) at two meetings with
SWDD and/or FDEP, as needed.
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25 September 2020
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Phase 2 — Database Preparation
The historical groundwater and surface water analytical data collected at both the Class I landfill
and the: C&D debris disposal facility is not currently in a database for long-term trend analysis
which will be required to justify background demonstrations needed in the future and to address
specific FDEP issues raised as summarized below.
• The FDEP comment letter dated 6 May 2020 indicated evaluation monitoring was
required at 25 of the Class I landfill monitoring wells, however, when presented with an
evaluation of the long-term groundwater concentration trends generated from the WACS
database the requirement was reduced to 4 wells. It should be noted that the WACS
database is not complete and will need to be supplemented with additional data.
• The FDEP letter dated 14 August 2020 indicated the enforcement of a groundwater
standard for ammonia based upon regional surface water analytical results. In order to
effectively address this FDEP comment in the future, a complete database will be needed
which includes the Site and regional surface water analytical data.
To supplement the existing WACS database, groundwater and surface water data from the
following sources will be integrated into a new database:
1. Baseline analytical data from initial Hydrogeologic and Geotechnical reports from both
the Class I landfill and C&D debris disposal facility;
2. ' Biennial reports from both the Class I landfill and C&D debris disposal facility (dating
back to 1978);
3. Contamination Evaluation Reports or any other Assessment Monitoring Report from
both the Class I landfill and C&D debris disposal facility; and
4. Information from the STORET database from surface water and groundwater monitoring
locations within a one -mile radius of the Site and all surface water monitoring locations
within the Lateral C Canal between the Site and the Indian River Lagoon.
Geosyntec will have to retool most of this information from a table that was presented in a report
to an electronic form (in Microsoft® Excel) that can be uploaded into this format. Geosyntec has
assumed that 47 reports will need to be retooled.
The deliverable for this task will be a Microsoft® Access format of the database and two (2)
figures indicating the local and regional data collection locations. The Microsoft® Access will
include various queries and reports that will allow Geosyntec to perform the trend analysis on the
NCP2020_3158/JL200925 2020 Compliance Monitoring Prgposal
Mr. Himanshu H. Mehta, P.E.
25 September 2020
Page 6
historical groundwater and surface water quality data. It should be noted that upon the generation
of this database, it will be easier to analyze trends going forward at the Site as part of the
groundwater monitoring program.
Phase 2 — C&D Debris Disposal Facility Supplemental Groundwater Assessment
Quarterly assessment is currently being performed on the eastern side of the C&D debris
disposal facility to monitor conditions of groundwater and surface water to meet objectives
outlined by FDEP electronic mail (e-mail) correspondence dated 10 June 2019, 22 August 2019,
and 3 October 2019. A supplemental groundwater assessment is required to evaluate the
groundwater conditions between the C&D debris disposal facility/RDF and the Lateral C Canal
to the east. Specifically, the dimensions of the plume consisting of elevated conductivity and
nutrients need to be characterized in order to assess remedial alternatives including groundwater
extraction via TreeWell phytoremediation technology.
In order to accomplish this objective, a supplemental groundwater assessment is recommended
consisting of groundwater screening followed by the installation of temporary piezometers at
targeted intervals. Groundwater screening will be completed by advancing a 5 -foot stainless
steel slotted screen and using direct push technology (DPT) methods. The focus of the
groundwater screening will span from the water table to an approximate depth of 25 feet (ft)
below ground surface (bgs). Groundwater will be purged from each 5 -ft interval and screened
with a water quality probe capable of monitoring temperature, pH, conductivity, oxidation
reduction potential (ORP) and ammonium. Turbidity will also be monitored using a
turbidimeter. Each groundwater screening interval will be purged at least 3equipment volumes
until stability of field parameters is achieved per FDEP Standard Operating Procedures (SOPs)
or a maximum purging period of 30 minutes. It is estimated a total of six (6) locations will be
screened with the approximate locations summarized below. Locations may be adjusted based
upon the results of the initial screening locations. The intent is to delineate the north/south
extent of the elevated conductivity and nutrients in groundwater. Each location will be
abandoned with tremie applied cement grout slurry.
NCP2020 3158/JL200925 2020 Compliance Monitoring Proposal
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25 September 2020
Page 7
Figure 1 Groundwater Screening Locations
Temporary piezometers will be installed at three (3) locations within the groundwater assessment
area using hollow stem auger (HSA) methods to enable further subsequent sampling. A
continuous soil sample will be collected prior to monitoring well installation and logged.
Selected horizon/lithologic units will be sampled and submitted to the agronomic laboratory,
ServiTech, for analysis of select soil agronomic test parameters) to evaluate the feasibility of the
' Soil agronomic parameters to be analyzed by ServiTech will include: nitrate -nitrogen, phosphorus, potassium,
sulfur, calcium, magnesium, sodium, zinc, iron, manganese, copper, organic matter, soil pH, buffer pH, soluble salts,
cation exchange capacity, base saturation percentage
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25 September 2020
Page 8
application of engineered phytoremediation techniques as a potential remedial approach. The
temporary piezometers will be constructed of 2 -inch (in.) schedule (SCH) 40 poly -vinyl chloride
(PVC) well materials including a 10 -slot (0.001 -in.) screen including a 20/30 graded silica sand
filter pack, 30/65 graded silica sand seal and cement grout slurry to surface. The completion:
interval of the temporary piezometers`: will be based upon the groundwater screening results.
Each temporary piezometer will be completed with an above ground protective casing and three.
steel bollards. Each temporary piezometer will be developed for a period of one hour either prior`
to grouting or at least 24 hours after grouting. Slug testing will be completed at each of the three:
(3) new temporary piezometers to estimate the aquifer permeability which is needed to evaluate.
the groundwater velocity to assess remedial alternatives including groundwater extraction via
Tree Well phytoremediation technology._
A single round of groundwater samples will be collected from each of the three (3) new,
temporary piezometers for the parameters as required by paragraphs 62-701.510(5)(a) and (c),
F.A.C., and will also include TN and TP. Additionally, a groundwater sample from each
temporary piezometer will be submitted to ServiTech for analysis of select groundwater.
agronomic test parameters to evaluate the feasibility of the application of engineered
phytoremediation techniques as a potential remedial approach. The intention is to collect the
temporary piezometer groundwater samples during the October 2020 quarterly C&D debris
disposal facility assessment monitoring event. Any subsequent sampling at the three (3):
temporary piezometers will be included in a subsequent proposal for the 2021 water -quality:;
compliance monitoring program.
The result of the supplement groundwater assessment will be summarized in a technical
memorandum which will include:
1. Summary of field methods;
2. Summary of field and analytical laboratory results;
3. Evaluation of remedial options including feasibility of groundwater extraction via
Tree Well phytoremediation technology; and
4. Recommendation for path forward for remediation.
Geosyntec will oversee the DPT groundwater screening and HSA soil sampling and temporary
piezometer installation. The subcontracted driller will be JAEE of Davie, Florida. Geosyntec
2 Groundwater agronomic parameters to be analyzed by ServiTech will include: nitrate -nitrogen, chloride, sulfate -
sulfur, carbonate, bicarbonate, calcium, magnesium, sodium, potassium, boron, total hardness, total dissolved solids,
alkalinity, electrical conductivity, sodium adsorption ratio (SAR), adjusted SAR (SARa), sodium, % of cations,
water pH, pHc, nutrients in Ib/acre-foot, potassium as K20, ammonia, phosphorus as P205, total nitrogen (Calc),
total phosphorus, total Kjeldahl nitrogen.
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Mr. Himanshu H. Mehta, P.E.
25 September 2020
Page 9
will re -install staff gauges at the surface water sampling locations LC-SW5 and LC-SW6. Peavy
& Associates Survey & Mapping, PA (Peavy) will conduct a top -of -casing survey at the three (3)
new evaluation monitoring wells and survey the two (2) re -installed staff gauges. Geosyntec will
subcontract the field sampling activities to Ideal Technical Services (ITS). ITS is currently
performing the sampling for the semi-annual compliance and quarterly assessment monitoring
events at the IRCL facility. Where noted, the agronomic analytical analysis will be completed
by ServiTech of Dodge City, Kansas. The other analytical testing will be conducted by ENCO
Laboratories (ENCO) of Orlando, Florida, the analytical laboratory contracted with, and direct
bill to, SWDD.
A work plan detailing the scope of work detailed in this task will be provided to FDEP for
approval at least 45 days prior to anticipated, start date of the scope of work detailed in this Task.
The results of the initial temporary piezometer water -quality monitoring event will be integrated
into the October 2020 quarterly assessment report for the C&D debris disposal facility and will
be reported to FDEP within 60 days of receipt of analysis from the laboratory. The technical
memorandum will be submitted to FDEP within 90 days of receipt of analytical data.
Geosyntec assumes the areas where the groundwater screening and temporary piezometers need
to be installed will be cleared by SWDD and SWDD will provide assurance that the drilling
areas are clear of subsurface utilities; otherwise, a subsurface utility survey will be performed
prior to initiating work.
Phase 4 —Class I Landfill Evaluation Monitoring
The installation and sampling of four (4) evaluation monitoring wells is required per
correspondence with FDEP dated 17 September 2020 as noted above. The evaluation
monitoring wells must be installed at the edge of the zone of discharge (ZOD) which is located
100 ft from the edge of waste and downgradient of existing detection monitoring wells: MW -3S,
MW -14S, MW -44S and MW -44I. The evaluation monitoring wells will be installed with
identical construction to the detection monitoring wells where the evaluation monitoring is to
occur.
The evaluation monitoring wells will be installed using HSA methods and constructed of 2 -in.
diameter SCH 40 PVC well materials including a 10 -slot (0.001 -in.) screen including a 20/30
graded silica sand filter pack, 30/65 graded silica sand seal and cement grout slurry to surface.
Each evaluation monitoring well will be completed with an above ground protective casing and
three steel bollards and will be developed for a period of one hour either prior to grouting or at
least 24 hours after grouting.
NCP2020 3158/JL200925 2020 Compliance Monitoring Proposal
Mr. Himanshu H. Mehta, P.E.
25 September 2020
Page 10
A single round of groundwater samples will be collected initially from each of the four (4) new
evaluation monitoring wells for the parameters as required by paragraphs 62-701.510(5)(a) and
(c), F.A.C. It is currently planned that this sampling will be performed during the same
mobilization as the October 2020 C&D debris disposal facility evaluation monitoring.
Coincident with the evaluation groundwater monitoring, surface water samples will also be
collected from sampling locations C5 -SWI and C5-SW3 and field screened for pH. A single
sample total ammonia nitrogen (TAN) value will be calculated at each evaluation monitoring
location using the average pH and temperature from the contemporaneously collected surface
water samples from sampling locations C5 -SWI and C5-SW3. Subsequent rounds of quarterly
evaluation groundwater monitoring for the parameters as required by paragraph 62-
701.510(5)(a), F.A.C. will be completed, however, the charges associated with these events will
be included in our 2021 groundwater monitoring proposal
Geosyntec will oversee the evaluation monitoring well installation. The subcontracted driller
will be JAEE of Davie, Florida. Geosyntec will install a staff gauge at the surface water
sampling locations C5 -SWI and C5-SW3. Peavy. & Associates Survey & Mapping, PA (Peavy)
will conduct a top -of -casing survey at the three (3) new evaluation monitoring wells and survey
the two (2) new staff gauges. Geosyntec will subcontract the field sampling activities to Ideal
Technical Services. Analytical testing will be conducted by ENCO Laboratories (ENCO) of
Orlando, Florida, the analytical laboratory contracted with, and direct bill to, SWDD. The
results of the October 2020 quarterly evaluation water -quality monitoring event will be reported
to FDEP within 60 days of receipt of analysis from the laboratory.
Geosyntec assumes the areas where the evaluation monitoring wells need to be installed will be
cleared by SWDD and SWDD will provide assurance the drilling areas are clear of subsurface
utilities; otherwise, a subsurface utility survey will be performed prior to initiating work.
SCHEDULE
Geosyntec will initiate work immediately upon receipt of Notice to Proceed (NTP) from SWDD.
The compliance reports required by each permit will be completed and submitted to FDEP
before the deadlines discussed above. Other technical and miscellaneous permit compliance
support services will be provided on an as -needed basis.
BUDGET ESTIMATE
Geosyntec proposes to perform the above -referenced work on a lump sum basis for $134,972.70.
A budget estimate for the scope of work outlined in Phases 1 through 4 of this proposal
is summarized in the following table, and a detailed budget estimate is provided as Attachment
1. The budget estimate presented in this proposal is based on Geosyntec's understanding of
NCP2020_3158/JL200925 2020 Compliance Monitoring Proposal
Mr. Himanshu H. Mehta, P.E.
25 September 2020
Page I I
the project requirements, our experience gained from executing similar tasks for SWDD during
2007 and 2008, and experience with compliance monitoring, and reporting at similar facilities.
Phase I — Project Management/Meetings $24,705.40
Phase 2 — Database Preparation $14,759.90
Phase 3 — C&D Facility Supplemental Groundwater Assessment $58,794.40
Phase 4 — Class I Landfill Evaluation Monitoring $36,713.00
TOTAL $134,972.70
Geosyntec will invoice SWDD each month of the project on a lump sum, percent complete basis
in accordance with our Agreement. Additional services or any significant change in the scope of
work will be performed using the Rate Schedule included in our Agreement. Geosyntec will not
exceed the budget estimate without prior approval and written authorization from SWDD.
CLOSURE
Geosyntec appreciates this opportunity to offer our services. If this proposal is acceptable,
please indicate your agreement by signing the attached work authorization, which references this
proposal. Please return one signed work authorization to Dr. Badu-Tweneboah's attention.
Please call either of the undersigned with questions you may have as you review this proposal.
Sincerely,
Cristina Chiera Graver, P.E.
Project Engineer
'? QZ9CI'l
Matt Wissler, P.G.
Principal Hydrogeologist
Attachments
Kwasi Badu-Tweneboah, Ph.D., P.E.
Principal Engineer
Richard Tedder, P.E.
Senior Consultant
NCP2020_3158/JL200925 2020 Compliance Monitoring Proposal
ATTACHMENT I
BUDGET ESTIMATE
Table 1
BUDGET ESTIMATE
GROUNDWATER COMPLIANCE TECHNICAL SUPPORT SERVICES
CLASS I LANDFILL AND C&D DEBRIS DISPOSAL FACILITY
INDIAN RIVER COUNTY, FLORIDA
PHASE 01: General Consulting/Meeting Support/Project Management
ITEM
BASIS
RATE
QUANTITY
ESTIMATED
COST
A. Professional Services
a. Senior Principal
Hr
$240
0
$0.00
b. Principal
Hr
$225
48
$10,800.00
c. Senior Professional
Hr
$205
0
$0.00
d. Project Professional
Hr
$185
50
$9,250.00
e. Professional
Hr
$160
0
$0.00
f. Senior Staff Professional
Hr
$140
0
$0.00
g. Staff Professional
Hr
$120
8
$960.00
Subtotal Professional Services
$21,010.00
B. Technical/Administrative Services
a. Designer
Hr
$130
0
$0.00
b. Senior Drafter/Senior CADD Operator
Hr
$115
0
$0.00
c. Project Administrator
Hr
$65
18
$1,170.00
d. Clerical
Hr
1 $50
1 0
$0.00
Subtotal Technical/Administrative Services
$1,170.00
C. Reimbursables
a. Lodging
Day
$100
0
$0.00
b. Per Diem
Day
$55
0
$0.00
c. Communications Fee
3% Labor
$0.03
$22,180
$665.40
d. CADD Computer System
Hr
$15
0
$0.00
e. Vehicle Rental & Fuel
Day
$150
12
$1,800.00
f. 8"x11" Photocopies
Each
$0.12
500
$60.00
g. CADD Drawings
Each
$3
0
$0.00
Subtotal Reimbursables
$2,525.40
TOTAL ESTIMATED BUDGET: PHASE 01
$24,705.40
XL08240/JL200925_ Budget Estimate_Final Geosyntec Consultants
Table 2
BUDGET ESTIMATE
GROUNDWATER COMPLIANCE TECHNICAL SUPPORT SERVICES
CLASS I LANDFILL AND C&D DEBRIS DISPOSAL FACILITY
INDIAN RIVER COUNTY, FLORIDA
PHASE 02: DATABASE PREPARATION
ITEM
BASIS
RATE
QUANTITY
ESTIMATED
COST
A. Professional Services
a. Senior Principal
Hr
$240
0
$0.00
b. Principal
Hr
$225
8
$1,800.00
c. Senior Professional
Hr
$205
0
$0.00
d. Project Professional
Hr
$185
24
$4,440.00
e. Professional
Hr
$160
0
$0.00
f. Senior Staff Professional
Hr
$140
46
$6,440.00
g. Staff Professional
Hr
$120
0
$0.00
Subtotal Professional Services
$12,680.00
B. Technical/Administrative Services
a. Designer
Hr
$130
0
$0.00
b. Senior Drafter/Senior CADD Operator Hr
$115
10
$1,150.00
c. Project Administrator
Hr
$65
0
$0.00
d. Clerical
Hr
1 $50
1 10
$500.00
Subtotal Technical/Administrative Services
$1,650.00
C. Reimbursables
a. Vehicle Rental & Fuel
Day
$150
0
$0.00
b. Communications Fee
3% Labor
$0.03
$14,330
$429.90
c. Lodging
Day
$100
0
$0.00
d. Per Diem
Day
$55
1 0
$0.00
e. CADD Computer System
Hr
$15
0
$0.00
f. 8"x11" Photocopies
Each
$0.12
0
$0.00
g. CADD Drawings
Each
$3
0
$0.00
h. Subcontractor
LS
$0
1.07
$0.00
Subtotal Reimbursablesl
$429.90
TOTAL ESTIMATED BUDGET: PHASE 03
$14,759.90
XL08240/JL200925_ Budget Estimate_Final Geosyntec Consultants
Table 3
BUDGET ESTIMATE
GROUNDWATER COMPLIANCE TECHNICAL SUPPORT SERVICES
CLASS I LANDFILL AND C&D DEBRIS DISPOSAL FACILITY
INDIAN RIVER COUNTY, FLORIDA
PHASE 03: C&D FACILITY SUPPLEMENTAL GROUNDWATER ASSESSMENT
ITEM
BASIS
RATE
QUANTITY
ESTIMATED
COST
A. Professional Services
a. Senior Principal
Hr
$240
0
$0.00
b. Principal
Hr
$225
50
$11,250.00
c. Senior Professional
Hr
$205
0
$0.00
d. Project Professional
Hr
$185
48
$8,880.00
e. Professional
Hr
$160
0
$0.00
f. Senior Staff Professional
Hr
$140
0
$0.00
g. Staff Professional
Hr
$120
100
$12,000.00
Subtotal Professional Services
$32,130.00
B. Technical/Administrative Services
a. Designer
Hr
$130
10
$1,300.00
b. Senior Drafter/Senior CADD Operator
Hr
$115
0
$0.00
c. Project Administrator
Hr
$65
0
$0.00
d. Clerical
Hr
$50
1 0
$0.00
Subtotal Technical/Administrative Services
$1,300.00
C. Reimbursables
a. Vehicle Rental & Fuel
Day
$150.00
13
$1,950.00
b. Communications Fee
3% Labor
$0.03
$33,430
$1,002.90
c. Lodging
Day
$100
13
$1,300.00
d. Per Diem*
Day
1 $55
13
$715.00
e. CADD Computer System
Hr
$15
0
$0.00
f. 8"x11" Photocopies
Each
$0.12
500
$60.00
g. CADD Drawings
Each
$3
20
$60.00
h. Field Supplies (WQ meter, staff gauges and supplies) LS
$3,000
1.07
$3,210.00
i. Subcontractor (Ideal Technical Services)
LS
$1,350
1.07
$1,444.50
j. Subcontractor (Agronomic Lab)
LS
$1,200
1.07
$1,284.00
k. Subcontractor (Peavy)
LS
$2,500
1.07
$2,675.00
I. Subcontractor (JAEE)
LS
$10,900
1.07
$11,663.00
Subtotal Reimbursables
$25,364.40
TOTAL ESTIMATED BUDGET: PHASE 03
$58,794.40
XL08240/JL200925_ Budget Estimate_Final Geosyntec Consultants
Table 4
BUDGET ESTIMATE
GROUNDWATER COMPLIANCE TECHNICAL SUPPORT SERVICES
CLASS I LANDFILL AND C&D DEBRIS DISPOSAL FACILITY
INDIAN RIVER COUNTY, FLORIDA
PHASE 04: CLASS I LANDFILL EVALUATION MONITORING
I) ITEM BASIS RATE QUANTITY ESTIMATED
COST
A. Professional Services
a. Senior Principal
Hr
$240
0
$0.00
b. Principal
Hr
$225
12
$2,700.00
c. Senior Professional
Hr
$205
0
$0.00
d. Project Professional
Hr
$185
30
$5,550.00
e. Professional
Hr
$160
0
$0.00
f. Senior Staff Professional
Hr
$140
0
$0.00
g. Staff Professional
Hr
$120
70
$8,400.00
h. Field Supplies (staff gauges and supplies)
Subtotal Professional Services
$16,650.00
B. Technical/Administrative Services
a. Designer Hr $130 10 $1,300.00
b. Senior Drafter/Senior CADD Operator Hr $115 0 $0.00
c. Project Administrator Hr $65 0 $0.00
d. Clerical Hr 1 $50 1 0 $0.00
Subtotal Technical/Administrative Services $1,300.00 11
Reimbursables
a. Lodging
Day
$100
2
$200.00
b. Per Diem
Day
$55
2
$110.00
c. Communications Fee
3% Labor
$0.03
$17,950
$538.50
d. CADD Computer System
Hr
$15
0
$0.00
e. Vehicle Rental & Fuel
Day
$150
2
$300.00
f. 8"x11" Photocopies
Each
$0.12
500
$60.00
g. CADD Drawings
Each
$3
20
$60.00
h. Field Supplies (staff gauges and supplies)
LS
$1,000
1.07
$1,070.00
i. Subcontractor (Ideal Technical Services)
LS
$4,050
1.07
$4,333.50
j. Subcontractor (JAEE)
LS
$8,300
1.07
$8,881.00
k. Subcontractor (Peavy)
LS
$3,000
1.07
$3,210.00
Subtotal Reimbursables
$18,763.00
TOTAL ESTIMATED BUDGET: PHASE 04
$36,713.00
XL08240/JL200925_ Budget Estimate_Final Geosyntec Consultants