HomeMy WebLinkAboutCA Proposed SA No 8 with Four Waters for LS 62 and LS 67 Upgrades EXECUTIVE SUMMARY
AGENDA ITEM:
Proposed Supplemental Agreement No. 8 with Four Waters Engineering. Inc. (Four Waters)to the
Professional Services Agreement 2018/2019 RFQ No. 3 to provide a Basis of Design Report
(BODR) for Lift Station#62 and Lift Station#67 Upgrades
Date: April 19, 2022
BACKGROUND:
Clay County Utility Authority (CCUA) staff requests approval from the Board of Supervisors to
investigate options for upgrading the wastewater collection system in the vicinity of Blanding
Boulevard and Jefferson Avenue. To develop the CCUA Lift Station Rehabilitation Program, staff
performed a comprehensive evaluation of over 180 CCUA lift stations. The evaluation included a
condition assessment of the lift station's pumps, piping, and electrical and control systems. In
addition, a risk assessment was conducted for each lift station that quantified the risk of lift station
failure and the consequence of the lift station failure. Results from these evaluations provided staff
c with a priority listing for the Lift Station Rehabilitation Program.
a>
a
o One of the first of several projects associated with the CCUA Lift Station Rehabilitation Program
2 is to determine the most cost-effective approach to upgrading LS #62 and LS #67. This
r Supplemental Agreement engages Four Waters to provide staff with a BODR that will include a
ce hydraulic evaluation of the collection system in this area to determine the optimal improvements.
The consultant will develop a conceptual design and construction cost estimate for the
recommended improvements to these lift stations and their associated force mains. This BODR
will provide staff with the basis for moving forward with a separate authorization for final design
and procurement of a contractor to implement the recommended improvements.
BUDGET:
Staff reviewed Four Waters proposed fee of$81,940.00 and found it to be reasonable to complete
the scope of work. Staff budgeted for rehabilitation and improvements to CCUA's existing lift
stations in the Capital Improvement Plan (CIP). Staff will update the FY 22/23 CIP based upon
the construction costs provided by the Engineer.
CCNA:
CCNA, F.S. s. 287.055, does apply to the use of a consultant under continuing contract. The
estimated construction cost for the project does not exceed $4 million. Staff negotiated this
Supplemental Agreement in compliance with F.S. s. 287.055. Staff and the consultant negotiated
the scope and fee, based on established contract rates, for the professional services at a
compensation which CCUA determines is fair, competitive, and reasonable.
RECOMMENDATION:
Staff respectfully recommends approval of Supplemental Agreement No. 8 with Four Waters
Engineering, Inc. for$81,940 to complete the BODR for Lift Stations#62 and#67.
ATTACHMENTS:
Supplemental Agreement No. 8
Four Waters Engineering, Inc. Proposal dated 03-25-2022
Proposed Supplemental Agreement No. 8 with Four Waters Engineering. Inc. to their
Professional Services Agreement 2018/2019 RFQ No. 3 to provide a Basis of Design Report
(BODR) for upgrades to LS #62 and LS #67
Angela Bryan, P.E.
Engineer: Four Waters Engineering. Inc. Owner: Clay County
324 6 Avenue North Utility Authority
Jacksonville, FL 32250
Date: April 19, 2022
Item: Description of Services:
Provide professional engineering services as
requested and identified in the attached scope of
services and fee proposal.
Task 1 Project management and data collection $29,590.00
Task 2 Hydraulic Evaluation $12,660.00
Task 3 Conceptual Design and BODR $39,690.00
Total Lump Sum Price Not to Exceed Without Prior Authorization $81,940.00
The Contract time shall commence on April 20, 2022. This document, along with the Scope and
Fee Proposal, shall become an amendment to the Professional Engineering Services Agreement
and all
provisions of the Agreement will apply hereto.
Accepted by: Date:
Engineer:
Angela Bryan, P.E.,LEED AP
President
Four Waters Engineering. Inc.
Accepted by: Date:
Owner:
Jeremy D. Johnston, P.E., MBA,
Executive Director
Clay County Utility Authority
FOUR WATERS ENGINEERING, INC.
324 6th Avenue North
0 Jacksonville Beach, FL 32250
(904) 414-2400 Office
March 25, 2022
Sent Electronically
Joe Paterniti, P. E.
Assistant Chief Engineer
Clay County Utility Authority
3176 Old Jennings Road
Middleburg, FL 32068
jpaterniti@clayutility.org
Re: Proposal for Professional Engineering Services
LS62 and LS67 Rehabilitation - Conceptual Analysis
Dear Mr. Paterniti:
Four Waters Engineering, Inc. (4Waters) is pleased to provide this proposal to Clay County Utility
Authority (CCUA) for design services related to the conceptual analysis of Lift Station 62 (LS62) and
Lift Station 67 (LS67)to determine a rehabilitation scope of work and a hydraulic analysis of a portion
to of the CCUA sewer transmission system. A summary of our understanding of the existing conditions
of LS62 and LS67 is provided below based on a site visit with CCUA on February 16, 2022 and as-built
and site information provided by CCUA.
Project Understanding:
Hydraulic Evaluation of LS67 Discharge Forcemain Options:
Lift Station 68 (LS 68) is the terminal upstream sub-basin on the system which discharges to LS62.
LS68 is located on Glen Park Lane and pumps through a 6-inch forcemain to MH #7 located behind
lot 399 on Hansen Avenue.The flow continues from MH #7 through a gravity main to LS67 located on
Jefferson Avenue. LS67 pumps through a 6-inch forcemain, crossing Blanding Boulevard to MH#13
on Jefferson Avenue (between Blanding Boulevard and San Francisco Boulevard). MH#13 flows to LS
62 Located on the corner of Yorktown Place and Monticello Drive where flow is repumped from LS62
through an 8-inch forcemain to MH#52 located on Tanglewood Boulevard.
Prepare a preliminary evaluation to determine the most cost-effective option to rehabilitate/upgrade
LS62 and LS67 to pump from LS67 by bypassing the gravity sewer (MH#13 connection) leading to
LS62. Preliminary options to be evaluated include extending the existing LS67 forcemain from MH#13
to LS62 and either connecting to the LS62 discharge forcemain, eliminating the need for LS62 to
repump flows from LS67, or to discharge the extended forcemain directly to LS62 for repumping flow
from LS67.
LS62 Site:
Project site is 1274 Monticello Drive at the intersection of Yorktown Place and Montecello Drive in
Orange Park, FL and is the location of CCUA's existing LS62. The LS62 is a duplex submersible lift
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
March 25, 2022
Page 2
station with valve vault and generator located within a residential neighborhood.The site is not fenced
and currently has a portable abovegrade pump for backup which is wired into the control panel and
can operate from the existing controls. Influent flow is by three (3) incoming gravity sewers to the wet
well. The existing wet well is 8-feet in diameter, the duplex pumps are 10 Hp (based on available
information), and the station electrical service is 240V, 1 phase.The lift station facilities are aging and
are in need of upgrade to bring the facilities up to current CCUA standards.
Proposed lift station rehabilitation components are generally anticipated to include:
Rehabilitate lift station facilities to CCUA standards including:
• Rehabilitate existing 8-feet diameter wet well with new liner/coating system;
• Install discharge piping and valves aboveground and remove valve vault;
• New duplex submersible pumps and panel per CCUA allowable manufacturers;
• New discharge piping and suction piping;
• New guide rails, lifting chains, covers/hatches;
• Replacement of other accessories and components within wet well;
• Replacement of electrical and instrumentation equipment as necessary;
• Upgrade of electrical service to 3 phase will be required, if proposed pumps are
greater horsepower than existing pumps. Existing pumps horsepower is at the
maximum for 1 phase service. Area currently only has underground 1 phase
service, upgrade to 3 phase could be costly;
• Existing generator will be reused if capacity and condition are sufficient;
to • Remove existing portable abovegrade pump;
• Install fencing at site.
LS67 Site:
Project site is located at 409 Jefferson Avenue (northwest of Blanding Blvd) in Orange Park, FL and is
the location of CCUA's existing LS67. The LS67 is a duplex submersible lift station with valve vault
and generator located within a residential/commercial area. The site is very restricted and is located
on a 0.01 acre site. Influent flow is by three (3) incoming gravity sewers to the wet well. The existing
wet well is 6-feet in diameter,the duplex pumps are 3 Hp, and the station electrical service is 240V, 3
phase. The site fencing is damaged. The lift station facilities are aging and are in need of upgrade to
bring the facilities up to current CCUA standards.
Proposed lift station rehabilitation components are generally anticipated to include:
Rehabilitate lift station facilities to CCUA standards including:
• Rehabilitate existing 6-feet diameter wet well with new liner/coating system;
• Install discharge piping and valves aboveground and remove valve vault;
• New duplex submersible pumps and panel per CCUA allowable manufacturers;
• New discharge piping and suction piping;
• New guide rails, lifting chains, covers/hatches;
• Replacement of other accessories and components within wet well;
• Replacement of electrical and instrumentation equipment as necessary;
• Existing generator will be reused if capacity and condition are sufficient;
• Replace fencing at site.
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
March 25, 2022
Page 3
Scope of Services
4Waters in conjunction with our teaming partners, Charles Bassett & Associates, Inc. (CBA) (survey),
DRMP(SUE),and W.D. Lassetter, PE(Electrical Engineering)will provide the following scope of services
for the conceptual analysis of LS62 and LS67 and the hydraulic analysis of the LS67 discharge
forcemain options.
Task 1. Project Initiation and Data Gathering
Task 1.1 Project Initiation
4Waters shall coordinate with the CCUA project manager to schedule a kick-off meeting on site to
discuss project goals and to allow other team partners to evaluate the site. 4Waters shall prepare an
agenda for the meeting and meeting minutes summarizing the meeting. Monthly project management
of the project is also included as part of this task.
Following the kick-off meeting, 4Waters will initiate the following data collection activities.
Task 1.2.a Survey and Subsurface Utility Exploration - LS62
CBA shall provide the following noted survey services and DRMP shall provide the following subsurface
utility exploration (SUE) services for LS62:
to - A topographic survey(data points across noted areas on 20-ft grid) in accordance with
current CCUA standards shall be performed in the noted areas.
o CCUA 0.112 acre site (40-04-25-020896-084-01)
o Monticello Drive and Yorktown Place ROWs fronting LS62 site
o Three upstream manholes feeding LS62 (MH8, MH9, and MH11)
- Survey shall include the following:
o Full width site and areas noted
o ROW, easement, and parcel boundary lines.
o Locate existing trees and determine the size and species of existing trees (> or equal
6-inch).
o Include existing street addresses on parcels identified during the surveying process.
o Establish Vertical Datum in NAVD 88 and set and post a benchmark every 1000 feet.
o Reference survey to NAD83, Florida State Plane Coordinate System and expressed in
United States Survey Feet horizontally. A horizontal control pair set every 1000 feet.
o Locate any visible above ground improvements, sanitary and drainage structures with
inverts and sizes if obtainable, overhead utility lines and poles, utility structures,
buildings, trees, vegetation, sidewalk, roadway center line, curb and gutter,
driveways, mailboxes, valves, fire hydrants, guardrails, fencing, signs, etc.
• Existing wet well including top, bottom, and all pipe inverts
• Three upstream manholes (MH8, MH9, and MH11) - top and pipe
inverts/sizes
o The survey will also include gathering the location and identification of underground
utilities (Level B designations to be provided by DRMP).
o Level A test holes (up to 5) (to be conducted by DRMP) data collection after review of
survey is conducted
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
March 25, 2022
Page 4
o Prepare a final AutoCAD survey meeting the standards set by CCUA and 4Waters.
4Waters will review the survey and verify onsite. CBA will address any review comments.
Task 1.2.b Survey and Subsurface Utility Exploration - LS67
CBA shall provide the following noted survey services and DRMP shall provide the following subsurface
utility exploration (SUE) services for LS67:
- A topographic survey(data points across noted areas on 10-ft grid) in accordance with
current CCUA standards shall be performed in the noted areas.
o CCUA 0.01 acre site (40-04-25-020897-005-00)
o Jefferson Avenue Road ROW fronting LS67 site
o 10-feet wide area to northwest, southwest and southeast of LS67 site
o Three upstream manholes feeding LS67 (MH2O, MH15, and MH1A)
- Survey shall include the following:
o Full width site and areas noted around sides of LS67 site
o ROW, easement, and parcel boundary lines.
o Locate existing trees and determine the size and species of existing trees (> or equal
6-inch).
o Include existing street addresses on parcels identified during the surveying process.
o Establish Vertical Datum in NAVD 88 and set and post a benchmark every 1000 feet.
o Reference survey to NAD83, Florida State Plane Coordinate System and expressed in
United States Survey Feet horizontally. A horizontal control pair set every 1000 feet.
to o Locate any visible above ground improvements, sanitary and drainage structures with
inverts and sizes if obtainable, overhead utility lines and poles, utility structures,
buildings, trees, vegetation, sidewalk, roadway center line, curb and gutter,
driveways, mailboxes, valves, fire hydrants, guardrails,fencing, signs, etc.
■ Existing wet well including top, bottom, and all pipe inverts
■ Three upstream manholes (MH2O, MH15, MH1A) - top and pipe
inverts/sizes
o The survey will also include gathering the location and identification of underground
utilities (Level B designations to be provided by DRMP).
o Level A test holes (up to 5) (to be conducted by DRMP) data collection after review of
survey is conducted
o Prepare a final AutoCAD survey meeting the standards set by CCUA and 4Waters.
4Waters will review the survey and verify onsite. CBA will address any review comments.
Task 2. Hydraulic Analysis of LS67 Discharge Forcemain Options
4Waters will prepare a hydraulic model of the existing forcemain and gravity sewer system from LS67,
to LS62,to the LS62 discharge point at MH#52.This existing conditions model will allow for calibration
of the lift stations within the model.4Waters will develop the hydraulic model in SewerGEMs,a Bentley
product. CCUA will provide GIS information, as-builts, pump station drawdowns, historic pump run time
information from Cartegraph, pressure transducer data for the forcemain system, and pump curve
information necessary for hydraulic modeling.
324 6th Avenue North 1 Jacksonville Beach, Florida 1 www.4WEng.com 1 904-414-2400
March 25, 2022
Page 5
The model will then be expanded for the future conditions options with the forcemain extension from
LS67's current discharge point at MH#13 to LS62.The evaluated options include 1)a direct discharge
to LS62 for repumping and 2) bypassing of LS62 by connecting to the LS62 discharge forcemain.
The necessary pump rate capacity and selections determined for LS62 and LS67 as part of Task 3 will
be utilized to evaluate the LS67 forcemain options and impacts. Recommendations will be
summarized for the LS67 forcemain options and the most cost-effective upgrade options to bypass
the existing gravity sewer from MH#13 to LS62. 4Waters will include the model results as part of the
Basis of Design Report(Task 3) and will provide CCUA with the model files.
Task 3. Conceptual (30%) Design Analysis
Task 3.1 LS62 and LS67 Proposed Pump and Existing Wet Well Assessment
As part of the LS62 and LS67 design, 4Waters will prepare a hydraulic evaluation to determine the
recommended pump rate and operating conditions for LS62 and LS67. As described in Task 2, two
options each will be evaluated for the pumping selections for LS62 and LS67:
- LS62:
o Pumping existing sewer basin and repumping LS67 flows through existing forcemain;
o Pumping only the existing sewer basin through existing forcemain with manifold with
LS67;
to - LS67:
o Pumping existing sewer basin through existing forcemain and proposed extension with
direct discharge to LS62;
o Pumping existing sewer basin through existing forcemain and proposed extension to
manifold with LS67 on LS67 discharge forcemain.
The design pump rate for LS62 and LS67 will be developed in conjunction with CCUA to address
current customer base, any future anticipated development, and a factor of Inflow & Infiltration.
4Waters will utilize the following information to determine the average daily flows, peak hourly flows,
and recommended pump rates for LS62 and LS67:
- Evaluate historic pump run time data and draw down information provided by CCUA for LS62
and LS67 in conjunction with historic rainfall data;
- Evaluate water usage data provided by CCUA for the LS62 and LS67 sewer basins;
- Evaluate the number of households/population within the LS62 and LS67 sewer basins in
conjunction with established per capita rates;
- Evaluate information provided by CCUA for ongoing inflow and infiltration analysis being
conducted on LS62 or LS67 gravity sewer basin or upstream basins;
4Waters will utilize the recommended pump rates to develop the total dynamic head conditions for
each of the LS62 and LS67 options pumps. The hydraulic model (Task 2) and hand calculations will
be used to confirm the head conditions for the LS62 and LS67 options. 4Waters will coordinate the
recommended pump operating condition(s) with representatives of the CCUA approved pump
manufacturers to develop the pump selections.
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
March 25, 2022
Page 6
The design flows and pump selections will also be utilized to conceptually evaluate the LS62 and LS67
existing wet wells to provide suitable storage volume.
Task 3.2 LS62 and LS67 Conceptual(30%) Layout and Basis of Design Report
The existing site elevations and FEMA flood zone information will be reviewed in conjunction with the
recommendations of ASCE 24 (Flood Resistant Design and Construction) publication to develop
recommended wet well top slab, control panel, and generator elevations for LS62 and LS67 and
compare with the existing elevations.
The civil/mechanical and electrical evaluations of the LS62 and LS67 sites will be utilized to develop
conceptual site layouts for each. The conceptual plan view layouts of the lift station sites will include
rehabilitation of the existing wet wells and new pumps, pipes, valves, connection of the existing
forcemain, control panel, generator(if necessary), electrical and SCADA improvements, as necessary,
fencing and access, in accordance with CCUA standards or noted preferences.
A brief basis of design report (BODR) will be prepared to summarize the findings of the conceptual
design and analysis including the hydraulic evaluation, pump selections, plan view layout, and
recommendations for LS62 and LS67. The BODR will include:
o Project understanding, existing conditions, data gathering, and civil/mechanical, and
electrical assessments;
o Summary of
to ■ flows and hydraulic model analysis and calculations;
■ pump selections;
■ wet well capacity evalation;
■ electrical improvements and recommendations;
■ recommended wet well and equipment elevations;
■ recommended routing of LS67;
o Cost estimates for proposed recommended improvements;
o Anticipated permitting requirements;
o Appendices with SUE Level A test hole reports.
4Waters will provide an electronic version (pdf) and four(4) hard copies of the BODR and the full size
(24x36) site layouts and electrical plans. 4Waters will meet with CCUA staff to review the BODR and
layouts and gather any review comments or concerns.
Schedule
4Waters shall provide the services as outlined in Tasks 1 through 3 above within five (5) months of
Notice to Proceed. Following completion of Tasks 1 through 3, a separate proposal will be developed
for the final design and permitting of the approved LS62, LS67, and LS67 forcemain improvements.
Professional Service Fees
4Waters is available to being work under the terms of our current(May 28, 2019) contract with CCUA
upon receipt of a Supplemental Agreement and notice to proceed.
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
March 25, 2022
Page 7
We appreciate this opportunity to work with CCUA and have attached detailed fee summary sheet for
the project. The proposed fee to complete the tasks outlined above is $81,940.00 which includes
$30,515.00 in subconsultant fees for survey, SUE, and electrical engineering. The subconsultant
proposals are attached for reference. If you have any questions, please contact me at
abryan@4weng.com or(904) 414-2400 Ext. 51.
With best regards,
Four Waters Engineering, Inc.
Angela'B n, P D AP
Preside
Attachments
to
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
March 25, 2022
Page 8
Proposal for Professional Engineering Services
LS62 and LS67 Rehabilitation-Conceptual Analysis
Principal Senior Design Associate Engineer Intern
Job Title CAD Draft CAD Technician Administrative
Engineer Engineer Engineer Engineer TOTALS
Hourly Rate $165.00 $150.00 $125.00 $110.00 $85.00 $100.00 $85.00 $65.00 Subconsultants Direct Costs
Hours Hours Hours Hours Hours Hours Hours Hours Hours
$ $ $ $ $ $ $ $ $
DESIGN SERVICES
Task 1.1 6 8 0 8 0 0 0 12
Project Intiation and Project Management $990.00 $1,200.00 $0.00 $880.00 $0.00 $0.00 $0.00 $780.00 $0.00 $75.00 $3,925.00
Task 1.2.a 0 4 0 4 0 1 0 0
Survey and Subsurface Utility Exploration-LS62 $0.00 $600.00 $0.00 $440.00 $0.00 $100.00 $0.00 $0.00 $12,345.00 $75.00 $13,560.00
Task 1.2.b 0 4 0 4 0 1 0 0
Survey and Subsurface Utility Exploration-LS67 $0.00 $600.00 $0.00 $440.00 $0.00 $100.00 $0.00 $0.00 $10,890.00 $75.00 $12,105.00
SUBTOTAL TASK 1 990.00 2,400.00 0.00 1,760.00 0.00 200.00 0.00 780.00 23,235.00 225.00 $29,590.00
Task 2 6 0 30 0 92 0 0 0
Hydraulic Analsysis of LS67 Discharge Forcemain
Options $990.00 $0.00 $3,750.00 $0.00 $7,820.00 $0.00 $0.00 $0.00 $0.00 $100.00 $12,660.00
SUBTOTAL TASK 2 990.00 0.00 3,750.00 0.00 7,820.00 0.00 0.00 0.00 0.00 100.00 $12,660.00
Task 3.1 0 10 0 50 48 0 0 0
t0 LS62 and LS67 Proposed Pump and Existing Wet Well
Assessment $0.00 $1,500.00 $0.00 $5,500.00 $4,080.00 $0.00 $0.00 $0.00 $0.00 $25.00 $11,105.00
Task 3.2 6 32 0 76 20 36 17 4
LS62 and LS67 Conceptual 30%Layout and Basis of
Design Report $990.00 $4,800.00 $0.00 $8,360.00 $1,700.00 $3,600.00 $1,445.00 $260.00 $7,280.00 $150.00 $28,585.00
SUBTOTAL TASK 3 990.00 6,300.00 0.00 13,860.00 5,780.00 3,600.00 1,445.00 260.00 7,280.00 175.00 $39,690.00
TOTAL DESIGN SERVICES(TASKS 1-3) $2,970.00 $8,700.00 $3,750.00 $15,620.00 $13,600.00 $3,800.00 $1,445.00 $1,040.00 $30,515.00 $500.00 $81,940.00
324 6th Avenue North I Jacksonville Beach, Florida I www.4WEng.com I 904-414-2400
i?
/ •
1SSoci,�r S•\�
Professional Land Surveyors And Mappers
Serving Northeast Florida Since 1960
P.O. Box 10046
Fleming Island, FL 32006
904-215-0707 office
904-215-0711 fax
March 11, 2022
Four Waters Engineering
C/o Angela Bryan
Re: CCUA LS62 Site Project
Angela,
We appreciate the opportunity to submit the following formal proposal for providing professional
land surveying services for the above referenced project. This proposal does not include
anything that is not specifically mentioned in this proposal. We propose to provide a
Topographic and Boundary Survey of the existing LS62 lift station site at the intersection of
Yorktown Place and Monticello Drive. The survey limits for Parcel ID# (40-04-25-020896-084-
01) are approximately 0.112 acres. The Scope of Work is detailed in the SOW document
to provided by Four Waters Engineering and includes information for the existing wet well, the
upstream manholes #MH8, #MH9 and #MH11, all visible improvements and
location/identification of SUE designation. Vertical datum will be on NAVD 88, and horizontal
Datum will be NAD 83 FLSPC.Our Lump Sum fee is as follows:
• Topographic & Boundary Lump Sum Fee: $6,500.00
Notice to proceed will be executed upon signature of proposal below. We are prepared to start
based on your written acceptance.
Again, we appreciate the opportunity to submit this proposal, should you have any questions,
please don't hesitate to contact me at cell # (904) 616-1001
Thank you again!
Kind regards,
Accepted By:
el z(ei � e Y . Date:
Charles Bassett & Associates, Inc.
DRMP' INC. t: DR M■ 8001 Be!fort Parkway,Suite 200,Jacksonville, Florida 32256
Phone:904.641.0123 I Fax:904.641.8858
PRINCIPALS
Lawrence L.Smith,Jr.
Wayne D.Chalifoux
Donaldson K.Barton,Jr. March J.Lusink 9th, 2022
Jon S.Meadows March 21st, 2022 Revised to cover Full ROW
Mark D.Prochak
Mark E.Puckett
Angela Bryan, PE
President
Four Waters Engineering, Inc.
324 6th Avenue North
Jacksonville Beach, FL 32250
www.4WEng.com
sent via Email: abryan@4weng.com
Subject: Subsurface Utility Designation, Clay County Utility Authority LS#62 located at
Montecello Drive, Clay County, FL
Dear Ms. Bryan:
DRMP, Inc. (DRMP) is pleased to submit the following proposal for Subsurface Utility Engineering
Services on the above subject project. The following is our proposal:
SCOPE OF SERVICES
to PART I SUBSURFACE UTILITY DESIGNATIONS & GPR SCAN
DRMP will provide designation of subsurface utilities for the above referenced project. The limits of
the designation areas are based on a scope from Four Waters Engineering received on March 6th,
2022 and illustrated on attached plot. Designation shall include all utilities on the subject property,
which is a CCUA property containing "Lift Station 62", and the full width of the adjacent ROW's of
Yorktown Place and Montecello Drive.
Designation flags will contain information on utilities such as type of facility, size, material and
identification mark that will need to be attributed to the survey data collected. Efforts will be performed
in accordance with Section 472.027, Florida Statutes Underground Facility Damage Prevention and
Safety Act, Chapter 556, Florida Statutes. All work shall conform to ASCE 38 -02 utilizing quality level
B.
Please note, Ground Penetrating Radar is effective in identifying subsurface disturbances, however
there are limitations. The depth, range and thus clarity of the returned image are limited by the
electrical conductivity of the ground. Optimal penetration is achieved in drier,sandier soils. Adversely,
with wetter, clay laden soils with higher electrical conductivity, penetration is reduced, sometimes to
OFFICES only a few centimeters. Depending on the nature of the soil for the areas shown on the Exhibits, there
Boca Raton,Florida could be varying results.
Cary,North Carolina
Charlotte,North Carolina
Chipley,Florida
Fort Myers,Florida PART II SUBSURFACE UTILITY TEST HOLES (VVHs)
Gainesville,Florida
Jacksonville,Florida
Lakeland,Florida DRMP will provide utility location test holes (VVH's) to verify vertical location after potential conflicts
Melbourne,Florida Mooresville,North Carolina are identified by the EOR. This estimate is to provide up to five (5) non-paved surface test holes to
Orlando,Florida excavate and verify vertical and horizontal position of each targeted line should this be deemed
Panama City,Florida necessary by the EOR.
Pensacola,Florida
Stockbridge,Georgia
Tallaha see,Florida ee,Florida The location of these VVH's will be provided to DRMP, prior to beginning work, via a scalable drawing
that shows the proposed position or a list of the holes with coordinate values and project control or
1.833.811.3767 both. All efforts will be performed in accordance with the Underground Facility Damage Prevention
www.DRMP.com
DRMP
and Safety Act, Chapter 556, Florida Statutes. All work shall conform to Cl/ASCE 38 -02 utilizing
quality level A and B.
DRMP will NOT provide survey information for this project.
PART III COMPENSATION SUMMARY AND TERMS
The following summarizes the fees and billing terms as proposed by DRMP for the Scope of Services
as presented herein. Please note billing terms for direct expenses. All additional meetings as
requested by the Client will be invoiced hourly.
The personnel rates are as follows:
Item Description Rate Quantity Fee
PLS $145.00 per hour 1 $ 145.00
SUE Technician $120.00 per hour 4 $ 480.00
SUE Designation Crew $185.00 per hour 13 $ 2,405.00
Clerical $65.00 per hour 1 $ 65.00
Lump Sum Fee $ 3,095.00
Test Holes (VVH) Fee Per Hole Quantity Total Fee
Paved Surface $600.00 0 $ 0.00
Non-paved Surface $550.00 5 $ 2,750.00
to
Limiting Amount Fee $ 2,750.00
*Subsurface Utility VVH's quantities of are an estimate based on information provided by client. Once
authorized by the client, only actual services used will be considered as billable, however a minimum
of four (4) test hole VVH's are required to cover mobilization costs. If the minimum number of test
holes is not authorized then a mobilization fee will be charged equal to the amount of four (4) test
holes minus the amount of approved test holes.
PART IV SCHEDULE
We anticipate availability to begin this work within ten (10) business days from receiving notice to
proceed.
If Four Waters Engineering, Inc. desires to change or expand upon these proposed services,
an additional fee shall be negotiated. This renegotiation shall be accomplished prior to
commencing the additional work,and maybe necessary for any of the following services which
are not a part of this contract: Certifications other than shown above, additional section work,
excessive title review and plotting of easements, response to any comments by a third party
(i.e., buyer's attorney, lender's attorney, title personnel), digging or locating buried utilities, or
any request for additions to be made to the survey such as wetland locations, offsite sketches,
tree location, etc., will be performed as an extra cost on a time and material basis, per our
current hourly rates on exhibit"A". The cost of any required permits will be the responsibility
of the client prior to obtaining permit.
DRMP
It may be necessary for the Project Manager to call the client to receive verification and
authorization for Extra Costs stated above in the preceding paragraph,and may further require
the client to sign an Additional Work Authorization Form for any out-of-scope requests.
We sincerely appreciate this opportunity to provide professional services for this project. Space has
been provided for your acceptance of this proposal. Your signature will constitute a contract between
us for the work, methods of compensation, etc. as specified
Sincerely,
DRMP, Inc. fin_
04:(1, 471
C.William Faust, Ill, PSM Ryan M. Grab, CST
Jacksonville Survey Manager Jacksonville SUE Project Manager
Accepted by:
Date Witness signature Date
Print Name: Print Name:
Title: Title:
to
• • • , •401PF. ". • • • - - •es..3r lips . . r••• •
•
fifictil,, /
• 1 > t' i.� Z1;4 , -t Mir 3 • � • ••• . � ''� �r,. ,
Nit
Jilt' A .
. .- •• ., -. . oss,‘......,6
••••••••40...41.•••ija;f 1
41011111... a" ;Iv " Sow 16,1‘• .
1 4 106_ . Iffli
• ' illk 1 % 41111 I "P • i r_ 1
•Al ..
104 1,-.. ' wit/et." •ik • 0 • : ' -
• - • k )s , ;I.. . , jitgepor
1 442,4k 1 rniiit--1 tilite..•. . .,. ..
4111111t;et
; • __ . .
4- 0,..‘A - 411/11. 014 0 ,...°. !b... . 0 4 ...ft 4 405 rorri,
.. 14 4tth , , ..4 ..1‘ ,,.. . .
1 • ; •, ..
• i 1.. r '.--1' . I.. .iiir IL • 11
• 1 /- . :Irs,• .. • •• •
it "- ' .3;.(.1i .• . • . . •
• • i iniMilt : 'N. 'n's , Ili
,a• • 1 . .. At. . A , AlL4. - -‘,6 ...
, 14.•:• •P 1- . ii. .47 t ... ...... , -
, ibio . . , ea,...•.1iir .N:pario ... .
•
• •• - • 7F.,... • . . ,.• il 4.11 det. •
w . . le b i. - Pi. / i as. . • •••
Ok . 4 . .. ....__. .... _ a • -
I . 1
SAI I •.. - .
1!It i
, hrVirir
• .�
It
` • } • �,,, 0•� ,.t 47• CCUA Lift Station # 62
r f IF Lt. 2
' �'
• e kit/ PM'"II 111F11 lie simpannim.- lb Fp- •
I Ill 1 PIP (I&OL °Ilk - ks . <PA - ---
4. lit; II
I .
---........2
°IVO . .
. ..gif. . ., 7 h t
ir.. , ,
. rTi•ja lib tHcil
:A4
A * • • �y • •
r
' r 1 • ,� • j YORKTOWN PLACE �-
10, 4 :-Vist - _ _
v • 1 ' .� •, i • j . • _ _
• • V • , r 1
,� / • w • 411. i 4
�t - •
0 Oa III
--.1 NI
II
t t W r 'ram' ..
r1/4• - iw.. minEli
-16
• le Earth _
.r 1 11111111 1
ENGINEERING SERVICES FEE PROPOSAL
DATE: February 24, 2022
TO: Angela Byran, PE
Four Waters Engineering, Inc.
324 6th Avenue N.
Jacksonville Beach, FL 32250
FROM: David Lassetter
WD Lassetter, PE
3837 Buckskin Trail East
Jacksonville, Florida 32277
RE: Lift Station 62 Conceptual Phase with Basis of Design Report
Clay County Utility Authority
This Fee Proposal is based upon CAD drafting services and word processing services
to be provided by Four Waters. My understanding of the project scope is based on the
attached email corresponence and photos received from Angela Bryan.
to
Conceptual Phase Engineering Man-hours
Assesment of Site, Facilities 4
Electrical Service Coordination with Clay Electric 4
Generator Selection 4
Electrical Basis of Design Single Line Diagram 8
Conceptual Layout of Recommended Design 4
Cost Opinion Assistance 4
Subtotal Engineering Manhours 28
Subtotal Engineering Budget @ $130.00 /Hour $3,640
Reimbursible Expense Budget $260
Proposed Lump Sum Fee Authorization $3,900
��e,� s�r
/ •
1SSoci,�r S•\�
Professional Land Surveyors And Mappers
Serving Northeast Florida Since 1960
P.O. Box 10046
Fleming Island, FL 32006
904-215-0707 office
904-215-0711 fax
March 11, 2022
Four Waters Engineering
C/o Angela Bryan
Re: CCUA LS67 Site Project
Angela,
We appreciate the opportunity to submit the following formal proposal for providing professional
land surveying services for the above referenced project. This proposal does not include
anything that is not specifically mentioned in this proposal. We propose to provide a
Topographic and Boundary Survey of the existing LS67 lift station site located across from 390
Jefferson Avenue on Jefferson Avenue (northwest of Blanding Blvd). The survey limits for
Parcel ID# (40-04-25-020897-005-00) are approximately 0.01 acres. The Scope of Work is
to detailed in the SOW document provided by Four Waters Engineering and includes information
for the existing wet well, the upstream manholes #MH2O, #MH15 and #MH1A, all visible
improvements and location/identification of SUE designation. Vertical datum will be on NAVD
88, and horizontal Datum will be NAD 83 FLSPC.Our Lump Sum fee is as follows:
• Topographic & Boundary Lump Sum Fee: $5,600.00
Notice to proceed will be executed upon signature of proposal below. We are prepared to start
based on your written acceptance.
Again, we appreciate the opportunity to submit this proposal, should you have any questions,
please don't hesitate to contact me at cell # (904) 616-1001
Thank you again!
Kind regards,
Accepted By:
Date:
Charles Bassett & Associates, Inc.
DRMP' INC. DR M■ 8001 Be!fort Parkway,Suite 200,Jacksonville, Florida 32256
R�* Phone:904.641.0123 I Fax:904.641.8858
PRINCIPALS
Lawrence L.Smith,Jr.
Wayne D.Chalifoux
Donaldson K.Barton,Jr. March J.Lusink 9th, 2022
Jon S.Meadows March 21st, 2022 Revised to cover Full ROW
Mark D.Prochak
Mark E.Puckett
Angela Bryan, PE
President
Four Waters Engineering, Inc.
324 6th Avenue North
Jacksonville Beach, FL 32250
www.4WEng.com
sent via Email: abryan@4weng.com
Subject: Subsurface Utility Designation, Clay County Utility Authority LS#67 located at
Jefferson Ave, Clay County, FL
Dear Ms. Bryan:
DRMP, Inc. (DRMP) is pleased to submit the following proposal for Subsurface Utility Engineering
Services on the above subject project. The following is our proposal:
to SCOPE OF SERVICES
PART I SUBSURFACE UTILITY DESIGNATIONS & GPR SCAN
DRMP will provide designation of subsurface utilities for the above referenced project. The limits of
the designation areas are based on a scope from Four Waters Engineering received on March 6th,
2022 and illustrated on attached plot. Designation shall include all utilities on the subject property,
which is a CCUA property containing "Lift Station 67" with a twenty foot overlap in all directions, and
the full width of the adjacent ROW of Jefferson Avenue.
Designation flags will contain information on utilities such as type of facility, size, material and
identification mark that will need to be attributed to the survey data collected. Efforts will be performed
in accordance with Section 472.027, Florida Statutes Underground Facility Damage Prevention and
Safety Act, Chapter 556, Florida Statutes. All work shall conform to ASCE 38 -02 utilizing quality level
B.
OFFICES Please note, Ground Penetrating Radar is effective in identifying subsurface disturbances, however
Boca Raton,Florida there are limitations. The depth, range and thus clarity of the returned image are limited by the
Cary,North Carolina electrical conductivity of the ground. Optimal penetration is achieved in drier,sandier soils. Adversely,
Charlotte,North Carolina
Chipley,Florida with wetter, clay laden soils with higher electrical conductivity, penetration is reduced, sometimes to
Fort Myers,Florida only a few centimeters. Depending on the nature of the soil for the areas shown on the Exhibits,there
Gainesville,Florida
Jacksonville,Florida could be varying results.
Lakeland,Florida
Melbourne,Florida
Mooresville,North Carolina
Orlando,Florida PART II SUBSURFACE UTILITY TEST HOLES (WHs)
Panama City,Florida
Pensacola,Florida
Stockbridge,Georgia
Tallaha seee,Florida e,Florida DRMP will provide utility location test holes (VVH's) to verify vertical location after potential conflicts
are identified by the EOR. This estimate is to provide up to five (5) non-paved surface test holes to
1.833.811.3767 excavate and verify vertical and horizontal position of each targeted line should this be deemed
www.DRMP.com
necessary by the EOR.
DRMP
The location of these VVH's will be provided to DRMP, prior to beginning work, via a scalable drawing
that shows the proposed position or a list of the holes with coordinate values and project control or
both. All efforts will be performed in accordance with the Underground Facility Damage Prevention
and Safety Act, Chapter 556, Florida Statutes. All work shall conform to Cl/ASCE 38 -02 utilizing
quality level A and B.
DRMP will NOT provide survey information for this project.
PART III COMPENSATION SUMMARY AND TERMS
The following summarizes the fees and billing terms as proposed by DRMP for the Scope of Services
as presented herein. Please note billing terms for direct expenses. All additional meetings as
requested by the Client will be invoiced hourly.
The personnel rates are as follows:
Item Description Rate Quantity Fee
PLS $145.00 per hour 1 $ 145.00
SUE Technician $120.00 per hour 4 $ 480.00
SUE Designation Crew $185.00 per hour 10 $ 1,850.00
Clerical $65.00 per hour 1 $ 65.00
Lump Sum Fee $ 2,540.00
to
Test Holes (VVH) Fee Per Hole Quantity Total Fee
Paved Surface $600.00 0 $ 0.00
Non-paved Surface $550.00 5 $ 2,750.00
Limiting Amount Fee $ 2,750.00
*Subsurface Utility VVH's quantities of are an estimate based on information provided by client. Once
authorized by the client, only actual services used will be considered as billable, however a minimum
of four (4) test hole VVH's are required to cover mobilization costs. If the minimum number of test
holes is not authorized then a mobilization fee will be charged equal to the amount of four (4) test
holes minus the amount of approved test holes.
PART IV SCHEDULE
We anticipate availability to begin this work within ten (10) business days from receiving notice to
proceed.
If Four Waters Engineering, Inc. desires to change or expand upon these proposed services,
an additional fee shall be negotiated. This renegotiation shall be accomplished prior to
commencing the additional work,and may be necessary for any of the following services which
are not a part of this contract: Certifications other than shown above, additional section work,
excessive title review and plotting of easements, response to any comments by a third party
(i.e., buyer's attorney, lender's attorney, title personnel), digging or locating buried utilities, or
any request for additions to be made to the survey such as wetland locations, offsite sketches,
tree location, etc., will be performed as an extra cost on a time and material basis, per our
current hourly rates on exhibit"A". The cost of any required permits will be the responsibility
of the client prior to obtaining permit.
DRMP
It may be necessary for the Project Manager to call the client to receive verification and
authorization for Extra Costs stated above in the preceding paragraph,and may further require
the client to sign an Additional Work Authorization Form for any out-of-scope requests.
We sincerely appreciate this opportunity to provide professional services for this project. Space has
been provided for your acceptance of this proposal. Your signature will constitute a contract between
us for the work, methods of compensation, etc. as specified
Sincerely,
DRMP, Inc.
01(
C.William Faust, Ill, PSM Ryan M. Grab, CST
Jacksonville Survey Manager Jacksonville SUE Project Manager
Accepted by:
Date Witness signature Date
Print Name: Print Name:
to Title: Title:
Clay County Property Appraiser's Office
Overview
.:14....S 4-'\
- ,,, ; Legend
,, r ti ~,, v ❑ Parcels
4.
•
K
! 1 r , "{ j; on
;tons
. .�'� 1 Eases
•
`t10
,,
___\..... ,e —
•1 ado �0�� /• . 't' r, t
to . r,4; ��\ 1 ,•
.
•
.10011\ Aili, ., , ".."
k (7 ' .0#'NN N
99 ft .., J I .a
Parcel ID 40-04-25- Physical JEFFERSON Land $1,500 Last 2Sales
020897-005-00 Address Ave Value Date Price Reason Qual
Acres 0.013 Orange Park Ag Land $0 12/28/1993 $181230 QUAL/CREDIBLE,VERIF/DOC/EVIDEN Q
Property UTILITIES/CLAY Mailing Clay County Value 1/1/1987 $1 n/a Q
Class Address Utility Authority Building $0
Taxing 001 3176 Old Value
District Jennings Rd Misc $0
Middleburg,FL Value
32068 Just $1,500
Value
Assessed $1,500
Value
Exempt $1,500
Value
Taxable $0
Value
Date created:3/21/2022
Last Data Uploaded:3/21/2022 8:04:51 AM
Developed by��
Schneider
GE OS PAT I AL
ENGINEERING SERVICES FEE PROPOSAL
DATE: February 24, 2022
TO: Angela Byran, PE
Four Waters Engineering, Inc.
324 6th Avenue N.
Jacksonville Beach, FL 32250
FROM: David Lassetter
WD Lassetter, PE
3837 Buckskin Trail East
Jacksonville, Florida 32277
RE: Lift Station 67 Conceptual Phase with Bases of Design Report
Clay County Utility Authority
This Fee Proposal is based upon CAD drafting services and word processing services
to be provided by Four Waters. My understanding of the project scope is based on the
attached email corresponence and photos received from Angela Bryan.
to
Conceptual Phase Engineering Man-hours
Assesment of Site, Facilities 4
Generator Selection 4
Electrical Basis of Design Single Line Diagram 8
Conceptual Layout of Recommended Design 4
Cost Opinion Assistance 4
Subtotal Engineering Manhours 24
Subtotal Engineering Budget @ $130.00 /Hour $3,120
Reimbursible Expense Budget $260
Proposed Lump Sum Fee Authorization $3,380