August 2015 Page 1

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

DIVISION OF RECREATION AND PARKS

BUREAU OF DESIGN AND CONSTRUCTION

WEKIWA SPRINGS STATE PARK

PHASE I BULKHEAD IMPROVEMENTS

ENGINEERING AND PERMITTING SERVICES

SCOPE OF SERVICES

August 13, 2015

Jones Edmunds & Associates, Inc. is pleased to provide the Florida Department of Environmental Protection (FDEP) Bureau of Design and Construction (BDC) with the following Scope of Services for engineering and permitting services for Phase I improvements at Wekiwa Springs State Park.

1.0 BACKGROUND

In 2008 Jones Edmunds prepared a Springhead Study of the Park that provided conceptual solutions to improvements at the park. The existing bulkhead failed at several locations along the water’s edge, and the study provided preliminary repair details and budgetary construction costs for the repairs. Based on the study results, BDC wishes to proceed with the development of construction-level documents for the:

• Repair of approximately 75 LF of sheet pile bulkhead at the west corner of the springhead.

• Repair undermining of concrete walkway adjacent to the pile bulkhead at the west corner of the springhead and address stormwater issues that lead to the undermining. This is referred to as sidewalk and /or boardwalk in the attached geotechnical proposal.

• Repair of approximately 70 LF of rock bulkhead along the northwest perimeter from the end of the existing sheet pile bulkhead to the pedestrian bridge.

• Raise the spring bottom near the sheet pile bulkhead repair to create a “kiddie pool”.

This Scope of Services addresses the development of construction-level documents for these three areas (see Attachment A).

2.0 SCOPE OF SERVICES

Task 1 - Investigations Phase

Description: Upon receiving a Notice to Proceed (NTP), Jones Edmunds will coordinate a kickoff meeting with BDC and Park staff. The meeting will occur at Wekiwa Springs.

The purpose of the kick-off meeting is to:

• Introduce key staff assigned to the project.

• Identify BDC and Park design intent.

• Review the Springhead Study (which serves as the conceptual design phase)

August 2015 Page 2

• Establish key design issues.

• Establish the project schedule.

The following services will be provided during the Preliminary Design and Investigations phase:

• Obtain additional geotechnical investigations. The 2008 Springhead Study included geotechnical report recommendations to conduct probing of the springhead to determine the elevations of unexposed limerock along the spring perimeter. This probing will be conducted as part of the Scope of Services. The probes will be obtained at 5-foot intervals along the perimeter of the Phase I project areas. Two soil borings will also be performed in the vicinity of the Phase I project area to aid in the bulkhead design efforts. FDEP/BDC staff will monitor the site investigations for potential archaeological findings during the boring work.

• Obtain additional survey information. An updated topographic survey will be provided by Deren Land Surveying in the Phase I project areas to supplement the survey data used in the 2008 Springhead Study.

• Contact the Florida Fish and Wildlife Commission (FWC) and the U.S.

Fish and Wildlife Service (FWS) to coordinate the intended renovations with their staffs as it relates to the Wekiwa silt snail (Cincinnatia wekiwae) and the Wekiwa hydrobe (Aphaostracon monas), which only live within this spring. FWC has stated that surveys or delineations of their habitats are not required but that they want to be involved in the design process.

• Provide an asbestos inspection by our in-house staff and a Limited Asbestos Inspection report. These services will be performed in accordance with the Asbestos Hazard Emergency Response Act (AHERA) of 1986, 15 USC s. 2601. We will conduct one site visit to conduct the asbestos inspection of the two proposed renovation areas. One Florida-certified asbestos inspector will make the inspection, after the project kick-off meeting. We expect to collect up to 6 samples of suspected Asbestos Containing Material (ACM). The samples will be submitted to a National Voluntary Laboratory Accreditation Program (NVLAP)-accredited laboratory for bulk sample analysis. A Florida-licensed Asbestos Consultant will review the findings of the inspection to develop specifications for abating the ACM. Submit a report that includes a table of all suspected ACM, laboratory results, quantity of suspected ACM, and current material condition. The report will include specifications for abating and disposing of any identified ACM.

Deliverables: The following deliverables will be provided:

• Kick-off meeting minutes; 1 portable document format file (PDF).

• Drawing of topographical survey; 1 PDF.

• Geotechnical report; 1 PDF.

August 2015 Page 3

• Memorandum that summarizes ecological investigations and findings; 1

PDF.

• Limited Asbestos Inspection report that summarizes asbestos containing materials investigations; 1 PDF.

Jones Edmunds expects to provide these services within 30 calendar days from authorizations.

Performance Measures: Deliverables will be reviewed by BDC to confirm they are complete, accurate, and timely.

Fixed Price Cost:

Jones Edmunds Professional Services $7,947.00 Subconsultant – Universal Engineering $6,602.48 Subconsultant – Deren Land Survey $1,681.88 Asbestos laboratory testing fees $960.00 Fixed Fee Subtotal $17,191.36

Reimbursables:

The following are expected reimbursable not to exceed costs:

Travel $202.03

Total for Task 1: $17,393.39

Task 2 - Construction Document Development Phase (60% Plans) Description: Jones Edmunds will perform the follow services under this task.

• Re-evaluate the constructability of the bulkhead repair options with respect to location within the spring, geologic sensitivity, and constructability concerns. Wekiwa Springs is an Outstanding Florida Water (OFW), thus the design solution will need to consider environmental aspects and meet the FDEP OFW requirements. This will include discussing the work with contractors experienced in this type of work. We will also prepare options for raising the bottom of the west corner of the spring floor to create a shallow wading area or kiddie pool.

• Schedule and attend a pre-application meeting at the site with St. Johns River Water Management District (SJRWMD).

• Prepare construction documents to a 60% level of completion for the sheetpile/bulkhead repairs, and kiddie pool area.

• Coordinate design options with FWC and FWS staff as they relate to the silt snail concerns.

• Prepare draft technical specifications for the proposed work, including silt snail requirements as they relate to construction activities, and requirements for handling possible asbestos containing materials.

• Prepare an opinion of probable construction costs for the proposed designs.

• Conduct a teleconference with BDC and Park staff to review the Preliminary Design.

August 2015 Page 4

Deliverables: The following deliverables will be provided:

• Meeting minutes of the SRWMD pre-application meeting.

• 60% Construction Plans; 1 PDF.

• Draft technical specifications; 1 PDF.

• Engineer’s estimate of probable construction costs; 1 PDF.

• Design review teleconference with BDC.

Performance Measures: Deliverables will be reviewed by BDC to confirm they are complete, accurate, and timely.

Fixed Price Cost:

Jones Edmunds Professional Services $21,580.50

Reimbursables:

The following are expected reimbursable not to exceed costs:

Travel $0.00

Total for Task 2: $21,580.50

Task 3 - Construction Document Development Phase (90% Plans)

Description: The Construction Document Development Phase will develop the design to the 90% level of completion. At this stage we will submit a verification of exemption for an Environmental Resource Permit (ERP). The Design Development Phase includes the following:

• Prepare Construction Document Development Drawings of the bulkhead improvements consisting of:

o Cover sheet (1 sheet) o Abbreviations, Legend, and General Notes sheet (1 sheet) o Existing Conditions plan (1 sheet) o Civil Site and Grading plan (2 sheets) o Stormwater Pollution Prevention plan and details (3 sheets) o Demolition plan (1 sheet) o Structural plans, sections, and details (3 sheets)

• Prepare draft technical specifications for proposed civil and structural design elements.

• Prepare an opinion of probable construction cost for the proposed designs.

• Coordinate design options with FWC and FWS staff as they relate to the silt snail concerns.

• Submit a verification of exemption for an ERP to SJRWMD for the proposed designs.

• Design review teleconference with BDC.

According to Rule 62-330.051 (12) (b), FAC, Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization, the

August 2015 Page 7

2. Construction Document Development 90% plan includes 90 days for ERP approvals that run concurrent with design activities.

4.0 PROPOSAL CLARIFICATIONS

The following proposal clarifications govern this Scope of Services. Excluded items may be provided by Jones Edmunds as an Additional Service upon prior written agreement.

a. Design and coordination of temporary facilities to be used during the demolition and construction period are excluded.

b. Revisions to the survey, design plans, and/or technical specifications due to a change in existing conditions at the site after the execution of the Task Assignment are excluded.

c. Obtaining authorization to use Sovereignty Submerged Lands will be handled by

BDC.

d. Obtaining a County building permit will be handled by BDC using signed-and-sealed drawings provided by Jones Edmunds.

e. Only ERP-related application fees are included in the stated fees. Jones Edmunds does not expect any other review or permit fees to be required and are therefore they are not included in this Scope of Services. However, if such fees are required they will be paid directly by BDC.

f. Activities related to zoning, comprehensive plan, fire marshal, and building permitting approvals through the County are excluded and are assumed to be handled by BDC.

g. Jones Edmunds does not expect wetland impacts or mitigation and therefore has excluded such services from this Scope of Services.

h. Jones Edmunds does not expect environmental impacts (e.g., species mitigation) and therefore has excluded such services from this Scope of Services. It is expected that the FWC will conduct and investigations or delineations associated with the silt snails, therefore such investigations or mitigations are excluded from this Scope of Services.

i. Jones Edmunds does not expect archaeological impacts and therefore has excluded such services from this Scope of Services.

j. Hazardous materials other than the referenced asbestos investigations (e.g., metals, PCBs) investigation, testing, analysis and abatement design are excluded.

k. The project site is assumed to be free of soil and groundwater contamination.

l. All drawings and specifications will be prepared using English units.

m. Revisions requested by regulatory agencies that change the design are excluded.

n. Landscape plans are not expected and are excluded.

o. Site lighting plans are not expected and are excluded.

p. A tree clearing permit, if required, will be obtained by the Contractor.

q. Bidding and construction-phase services are excluded from this Scope of

Services. Preparing as-built drawings at construction completion will be the responsibility of the Contractor and is therefore excluded.

r. Coordination and interaction with stakeholders are excluded.

August 2015 Page 8

END OF SCOPE OF SERVICES

ATTACHMENT A

WEKIWA SPRINGS PHASE 1 IMPROVEMENTS

PROJECT AREA

URosario Rectangle

URosario Polygon

URosario Dimension Approx 70 LF

URosario Highlight

URosario Highlight

URosario Text Box Attachment A. Wekiwa Springs State Park. Phase I Project Area.

BMyhre Callout Approximately

75 LF

ATTACHMENT B

FEE ESTIMATE

Attachment B. Page 1 of 1

Project Name: Prepared On: 06/02/14

Client: FDEP, Bureau of Design and Construction Prepared By: U.Rosario

Opportunity Number: Revised On: 8/13/2015

Project Number: Revised By: W. Nickel

Project Fee Estimate

Project

Manger

(Licensed PE, AIA, or PG)

Engineer

Intern

/Geologist

/Hydrologist

/Scientist

[Civil/Site]

CADD

Designer

Project Engineer, Architect, or

Scientist

[Wetlands &

Environmental] GIS Analyst

Senior Project

Engineer, Architect, or

Scientist

[Struc.Eng.]

Engineer Intern

/Geologist

/Hydrologist

/Scientist [Struc.

Eng.]

Project

Officer

Project

Engineer, Architect, Scientist

[Civil/Site]

Administrative

Assistant

Construction

Administrator

$153.00 $97.50 $87.00 $135.00 $66.00 $171.00 $97.50 $235.50 $135.00 $57.00 $102.00 Reimburasable Fees

Task No. Task Description Labor Hours

Labor Costs

(Rates) Subconsultant Fees Total Fixed Fees

Reimbursable

Estimates and

Allowances - Prints, Permits & Mileage, etc.

1 Investigations Phase 0.0 $0.00 $0.00 $0.00

Site visit/ Kickoff Meeting 8 1 1 6 6 1 1 24.0 $3,477.00 $3,477.00 $153.08 $3,630.08

Topographic Survey 1 1 2.0 $240.00 $1,681.88 $1,921.88 $1,921.88

Geotechnical Investigations & Report 2 1 3.0 $477.00 $6,602.48 $7,079.48 $7,079.48

Asbestos Investigations 8 8.0 $1,080.00 $1,080.00 $48.95 $1,128.95

Asbestos Testing Lab Fees (Estimated)/Budget Amount) 2 2.0 $270.00 $960.00 $1,230.00 $1,230.00

Asbestos report 6 4 10.0 $1,038.00 $1,038.00 $1,038.00

Ecological silt snail coordination with FWC and FWS 1 8 2 11.0 $1,365.00 $1,365.00 $1,365.00

Subtotal Investigations Phase 12 1 2 30 2 7 1 0 1 4 0 60.0 $7,947.00 $9,244.36 $17,191.36 $202.03 $17,393.39

2 Construction Document Development Phase (60%) 0.0 $0.00 $0.00 $0.00

Cover Sheet/General Notes, and Existing Conditions 1 2 3.0 $327.00 $327.00 $327.00

Permitting Requirements Review, Pre-app/ Verfication Meeting 4 1 5.0 $747.00 $747.00 $747.00

Civil Site Plan 4 2 6.0 $786.00 $786.00 $786.00

Stormwater Pollution Prevention Plans and Details 6 3 6 15.0 $1,732.50 $1,732.50 $1,732.50

Demolition Plan 1 2 2 5.0 $669.00 $669.00 $669.00

Wading/kiddie pool options 1 4 4 4 13.0 $1,725.00 $1,725.00 $1,725.00

Structural Plans, Sections, & Details 1 18 16 24 59.0 $6,795.00 $6,795.00 $6,795.00

Constructability Analysis/Wall Repair Options 8 4 8 4 24.0 $3,540.00 $3,540.00 $3,540.00

Draft technical specification (including ACM and silt snail issues) 1 4 4 4 13.0 $1,311.00 $1,311.00 $1,311.00

Silt snail coordination with FWC and FWS 1 1 4 1 7.0 $1,026.00 $1,026.00 $1,026.00

Construction Cost Opinion 1 4 2 1 2 10.0 $1,083.00 $1,083.00 $1,083.00

Submittal Preparation / QC 2 1 1 1 1 1 1 1 9.0 $1,191.00 $1,191.00 $1,191.00

Design review meeting teleconference 2 2 4.0 $648.00 $648.00 $648.00

Subtotal Construction Document Development Phase (60%) 33 12 37 13 0 34 27 2 5 5 5 173.0 $21,580.50 $0.00 $21,580.50 $0.00 $21,580.50

3 Construction Document Development Phase (90%) 0.0 $0.00 $0.00 $0.00

Cover Sheet/General Notes, and Existing Conditions 1 1 2.0 $240.00 $240.00 $240.00

Civil Site Plan 4 8 8 4 24.0 $2,628.00 $2,628.00 $2,628.00

Stormwater Pollution Prevention Plans and Details 7 2 3 12.0 $1,527.00 $1,527.00 $1,527.00

Demolition Plan 1 2 2 5.0 $669.00 $669.00 $669.00

Structural Plans, Sections, & Details 1 12 6 10 29.0 $3,198.00 $3,198.00 $3,198.00

Technical Specifications 1 4 4 2 11.0 $1,491.00 $1,491.00 $1,491.00

Construction Cost Opinion 1 4 2 1 2 10.0 $1,083.00 $1,083.00 $1,083.00

Submittal Preparation / QC 2 1 1 1 1 1 1 8.0 $1,093.50 $1,093.50 $1,093.50

Silt snail coordination with FWC and FWS 1 1 4 1 7.0 $1,026.00 $1,026.00 $1,026.00

ERP Permit, Request Verification of Exemption 6 2 1 1 1 11.0 $1,440.00 $1,440.00 $25.00 $1,465.00

SJRWMD’s permit fee for verification of exemption 0.0 $0.00 $0.00 $100.00 $100.00

Design review meeting, teleconference 0 0 0 0.0 $0.00 $0.00 $0.00

Subtotal Construction Document Development Phase (90%) 25 17 29 13 0 14 12 2 2 4 1 119.0 $14,395.50 $0.00 $14,395.50 $125.00 $14,520.50

4 Contract Bid Documents Phase (100% Plans) 0.0 $0.00 $0.00 $0.00

Cover Sheet/General Notes, and Existing Conditions 1 1.0 $87.00 $87.00 $87.00

Civil Site Plan 1 1 2.0 $240.00 $240.00 $240.00

Stormwater Pollution Prevention Plans and Details 2 2 4.0 $480.00 $480.00 $480.00

Demolition Plan 1 1 2.0 $258.00 $258.00 $258.00

Structural Plans, Sections, & Details 1 3 4 4 12.0 $1,488.00 $1,488.00 $54.00 $1,542.00

Technical Specifications 1 4 2 4 11.0 $1,263.00 $1,263.00 $15.00 $1,278.00

Construction Cost Opinion 1 1 2.0 $250.50 $250.50 $0.20 $250.70

Submittal Preparation / QC 1 4 1 1 1 1 1 10.0 $1,201.50 $1,201.50 $1,201.50

Design review meeting, teleconference 0 0 0.0 $0.00 $0.00 $0.00

Subtotal Contract Bid Documents Phase (100% Plans) 7 0 12 4 0 8 5 1 1 5 1 44.0 $5,268.00 $0.00 $5,268.00 $69.20 $5,337.20

Total Base Services (Tasks 1 through 4) 77 30 80 60 2 63 45 5 9 18 7 396.0 $49,191.00 $9,244.36 $58,435.36 $396.23 $58,831.59

Staffing Plan Based on Position Classifications

95693-059-14

Phase 1 Bulkhead Improvements @ Wekiwa Springs State

Park

Total Fees

Fixed Fees

BASE SERVICES

Estimated Hours

Billing Hourly Rates

8/13/2015

Estimated Reimbursables

FDEP, Bureau of Design and Construction

95693-059-14

Task Description From To

Distance

(Miles)

Roundtrip

Distance

(Miles)

Cost Per

Mile Total Cost

1 Kickoff Meeting JE - Gainesville Wekiwa State Park 117 234 $0.45 $104.13

1 Kickoff Meeting JE - Titusville Wekiwa State Park 55 110 $0.45 $48.95

1 Asbestos Investigations JE - Titusville Wekiwa State Park 55 110 $0.45 $48.95

$202.03

Task No. Sets

Sheets Per

Set

TotaL No.

Sheets

Cost Per

Sheet Total Cost

3 2 25 50 $0.50 $25.00

4 6 12 72 $0.75 $54.00

4 3 100 300 $0.05 $15.00

4 2 2 4 $0.05 $0.20

$94.20

Phase 1 Bulkhead Improvements @ Wekiwa Springs State Park

Total

Travel Costs

Hardcopies, Plans and Specifications

Total

Description

ERP Exemption Package; various size sheets

100% Plans; 24" x 36" sheets, signed and sealed

Technical specifications; 8-1/2" x 11"

Engineer’s estimate; 8-1/2" x 11"

ATTACHMENT C

GEOTECHNICAL PROPOSAL

July 27, 2015 Revised August 12, 2015

Jones Edmunds & Associates, Inc.

730 NE Waldo Road Gainesville, FL 32641

Attention: Mr. Walter A. Nickel, P.E. - WNickel@jonesedmunds.com Director, Civil/Environmental / Vice President

Reference: Proposal for Geotechnical Consulting Services Wekiwa Springs State Park- Retaining Wall & Sidewalk Piling Exploration Apopka, Orange County, Florida

UES DOCS Proposal No. 1119467.4 UES Opportunity No. 0130.0514.00023

Dear Ms. Rosario:

Universal Engineering Sciences (UES) is pleased to submit this geotechnical proposal in response to your recent request. This Proposal summarizes our firm’s understanding of the project, presents a scope of work requested by the Florida Department of Transportation and Jones Edmunds & Associates, Inc., identifies our compensation, and provides a method for authorization of our services.

OBJECTIVES

The objectives of our geotechnical consulting services on this project parcel at this time are summarized as follows:

Perform a subsurface exploration with two (2) 20-foot deep SPT borings using a portable, tripod assembly (due to access problems) to gather information concerning the near-surface soil conditions, Probe along the bottom of the wall in two areas

Conduct a laboratory soil testing program to aid in the classification of the prevailing site soils, and with the evaluation of relevant soil strength and engineering properties, Classify and stratify the various soil strata encountered in the soil test borings, Evaluate the groundwater level in the area of exploration and make appropriate recommendations, Prepare foundation design and construction recommendations for the proposed helical pile supported sidewalk, and retaining wall tiebacks.

3532 Maggie Boulevard • Orlando, FL 32811 • Phone (407) 423-0504 • Fax (407) 423-3106 www.UniversalEngineering.com

LOCATIONS:

Atlanta Daytona Beach Fort Myers Fort Pierce Gainesville Jacksonville Miami Ocala Orlando (Headquarters) Palm Coast Panama City Pensacola Rockledge Sarasota St. Petersburg Tampa Tifton West Palm Beach

Proposal for Geotechnical Consulting Services Wekiwa Springs State Park- Retaining Wall & Sidewalk Piling Exploration UES DOCS Proposal No. 1119467.4

PROJECT INFORMATION

Our office received a request on April 28, 2014 to prepare and submit a geotechnical proposal for the above referenced project. A Conceptual Site Plan for this project was provided. The number, depths, and locations of the borings were selected by UES. The project parcel is located at the Wekiva State Park at 1800 Wekiwa Circle, Apopka, Florida. We have visited the site for the preparation of this proposal. The project parcel is currently developed and is partially covered with ground and overhead vegetation, with an existing boat ramp facility. Current site development plans include the construction of a pile-supported board walk structure.

The parcel should be accessible to our ATV-mounted drilling equipment. Every effort will be taken to minimize disturbances to the existing landscaping. However, it should be noted that some disturbances could occur including but not limited to rutting of the ground area, cracking of sidewalks and walkways and damage to shallow irrigation lines. UES will not be responsible for the removal of fencing, landscaping or any other item which may obstruct field exploration. The above constitutes all of the relevant project information provided to our office for this Proposal preparation.

SCOPE OF SERVICES

The scope of geotechnical field testing services presented in this Proposal considers the suggestions and design needs of JEA. The specific scope of work presented below addresses project geotechnical issues of interest at the time of this Proposal preparation. If additional geotechnical engineering or environmental issues are brought to our attention during subsequent phases of project design, our office will address them as requested, but those items should not be considered part of the scope of work or the compensation presented in this Proposal.

During the performance of the field exploration, the Geotechnical Engineer will communicate, via cell phone, with the drill crew. Our drill crew will be instructed to provide immediate feedback if unusual or unanticipated conditions are encountered in the soil test borings. Any such conditions will be quickly evaluated by the Geotechnical Engineer, and if the field findings warrant changes to the agreed to and contracted scope of work, we will contact your office for your authorization. In areas along the existing retaining wall that shows signs of failure will be probed on 5 foot centers along those areas to find the estimated depth to rock (refusal)

Prior to the start of the field testing, we should be provided with all readily available project site information regarding underground utility or service lines, and buried structures. Our office cannot be held responsible for damage to buried service lines or structures that are not identified to our field personnel. We will not be responsible for survey control on this project. All boring locations will be backfilled to grade upon work completion.

Based on our project understanding as described above, we propose the following specific scope of work at this time. We assume that the Current Property Owner will provide our office the right of access.

1. Personnel from our office will visit the project parcel to layout the soil test borings. Test locations will be staked by measuring from existing landmarks and site features, and using a cloth tape or survey wheel. Test locations will be positioned to recover representative site subsurface information. Test locations will be checked for apparent conflicts with possible site utilities.

UES DOCS Proposal No. 1119467.4

2. Mobilize ATV-mounted drilling equipment to the subject parcel to perform two (2) soil test borings to a depth of 20 feet below the ground surface at the proposed boardwalk. The Standard Penetration Test (SPT) (ASTM D-1586) method will be used to advance the soil test borings and collect subsurface soil samples. Groundwater levels will be recorded when encountered.

3. Prepare a Boring Location Plan drawing showing the proposed boardwalk, probes to rock in the wall failed areas, and soil test boring locations.

4. The recovered soil samples will be placed in containers and transported to our Orlando soils laboratory. A geotechnical staff member will visually classify the recovered soil samples and review the boring stratification. Boring Logs will be prepared to summarize the data collected.

5. Representative soil samples recovered from the soil test borings shall be selected for laboratory determination of corrosion resistance, organic content, moisture content, percent fines and Atterberg limits, as deemed appropriate by the Geotechnical Engineer.

6. Prepare a geotechnical engineering report for the project location that summarizes the field testing activities, engineering evaluations and technical discussions. The geotechnical report will address the various study objectives previously summarized in this Proposal. We will provide two (2) copies of the signed and sealed reports and one (1) PDF copy to your office along with a copy of the invoice. Additional signed and sealed copies may be requested and will be invoiced at the rate of $35.00 per copy.

COMPENSATION

We can complete the scope of services described in this proposal for a lump sum fee of $6,318.92 for the base proposal. Our lump sum fee breaks down as follows:

Field Exploration = $ 3351.96 Laboratory Program = $ 830.00 Engineering Report = $ 2,420.52 Lump Sum Total $ 6,602.48

Our scope of services and associated compensation will remain valid for a period of 30 days from the date of this proposal. We will submit our invoice with the geotechnical report.

AUTHORIZATION AND SCHEDULE

We ask that you complete the attached Work Authorization/Proposal Acceptance Form to serve as our contract for services. Based on our current work schedule, we can begin the fieldwork on this project within 3 to 4 working days following receipt of written authorization. The engineering report will be available 4 weeks from receipt of written authorization to proceed.

UES DOCS Proposal No. 1119467.4 Page 4 ____________

CLOSURE

We look forward to the opportunity to assist the Owners and the Design Team on this project. We welcome any comments and discussions you may have concerning our proposed scope of services. Please do not hesitate to contact us with any questions.

Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC.

R. Kenneth Derick, MS, PE Senior Vice President kderick@universalengineering.com

RKD/mls

Enclosures: Exhibit I – Estimated Fee Breakdown General Conditions Work Authorization/Proposal Acceptance Form

Distribution: Mr. Walter A. Nickel, P.E. - WNickel@jonesedmunds.com

EXHIBIT I

Geotechnical Exploration Proposal

Wekiwa Springs State Park Wall Tieback & Sidewalk Piling Exploration Apopka, Orange County, FL

UES DOCS Proposal No. 1119467.4 UED Opportunity No. 0130.0715.00023

Unit Rate Quantity Cost 1 Lump Sum 500.00$ 1 500.00$ 2 Per Hour 72.09$ 4 288.36$ 3 Per Hour 176.64$ 10 1,766.40$ 4 Grouting Boreholes Per Foot 5.00$ 40 200.00$

Engineering Technician, 2-men probing Per Hour 39.72$ 10 397.20$ 5 Per Foot 20.00$ 10 200.00$

3,351.96$ Laboratory Services

1 Per Test 65.00$ 2 130.00$ 2 Per Test 90.00$ 2 180.00$ 3 Soils Finer Than No. 200 Sieve - ASTM D 1140 Per Test 35.00$ 6 210.00$ 4 Corrosion Resistance (pH, R, Cl, Su) Per Test 155.00$ 2 310.00$

830.00$ Engineering Services

1 Per Hour 217.50$ 1 217.50$ 2 Senior Project Engineer Per Hour 164.70$ 10 1,647.00$ 4 Per Hour 54.00$ 8 432.00$ 5 Per Hour 41.34$ 3 124.02$

2,420.52$ 6,602.48$

Drilling Services

Mobilization/Demobilization of Portable Drill Rig & Crew

Installation of temporary casing

Boring Layout / Utility Locates-Senior Technician Standard Penetration Test (SPT) -4-Man Tripod Crew

Total Estimated Cost for Drilling Services

Estimated Project Costs

Principal Engineer

CADD Technician Secretary

Total Estimated Cost for Laboratory Services

Organic Content Determination

Total Estimated Cost for Engineering Services

Atterberg Limits Test

Principal Engineer 72.50$ 181% 8% 217.50$ 300% Senior Project Engineer 54.90$ 181% 8% 164.70$ 300%

18.00$ 181% 8% 54.00$ 300% 13.78$ 181% 8% 41.34$ 300%

Senior Engineering Technician 24.03$ 181% 8% 72.09$ 300% Driller 19.88$ 181% 8% 59.64$ 300% Driller assistant 13.24$ 181% 8% 39.72$ 300%

13.24$ 181.39% 8% 39.72$ 300%

Secretary

Engineering Technician

CADD Technician

Work Authorization / Proposal Acceptance Form

I. Scope of Services and Understanding of Project

UES DOCS Proposal No. 1119467.4 / UES Opportunity No. 0130.0715.00023

Geotechnical Consulting Services……..$ 6,602.48

UNIVERSAL ENGINEERING SCIENCES, INC.

Universal Engineering Sciences, Inc. (UES) is pleased to provide the services described below. The purpose of this document is to describe the terms under which the services will be provided and to obtain formal authorization.

PROJECT NAME: Wekiwa Springs State Park – Retaining Wall & Sidewalk Piling Exploration PROJECT LOCATION: Apopka, Orange County, FL CLIENT NAME: Jones Edmunds & Associates, Inc. / Attention: Mr. Walter A. Nickel, P.E.

CLIENT ADDRESS: 730 NE Waldo Road, Gainesville, FL 32641 EMAIL: WNickel@jonesedmunds.com PHONE: (352) 377-5821

II. Contract Documents. The following documents form part of this Agreement and are incorporated herein by referral:

A. UES General Conditions. B. UES Proposal Dated: August 12, 2015 C. Plans, reports, specifications and other documents provided by the Client prior to this Agreement date.

D. Other exhibits marked and described as follows: Exhibit I In the event of any inconsistency or conflict among the Contract Documents, the provision in the Contract Document first listed above shall govern.

III. Authority to proceed and for payment. (To be completed by Client) If the invoice is to be mailed for approval to someone other than the account charged, please indicate below:

Social Security Number or

Firm: Federal Identification No.:

Address: City/ST: Zip:

Attention: Title:

IN WITNESS WHEREOF, the parties have caused this agreement to be executed by their duly authorized representatives

UNIVERSAL ENGINEERING SCIENCES, INC.

CLIENT

BY (Signature) BY (Signature) TYPED NAME TYPED NAME R. Kenneth Derick, MS, PE TITLE TITLE Senior Vice President DATE DATE August 12, 2015

Return an executed copy to Universal Engineering Sciences, Inc. at:

ATTACHMENT D

SURVEY PROPOSAL

4605 NW 6th STREET, SUITE H

GAINESVILLE, FLORIDA 32609

352-331-0010

An Agreement for the Provision of Professional Land Surveying Services

Professional Land Surveyor: David M. Deren, P.S.M. #6946, Kris Ann Gath, P.S.M. #5339

Date: August 6, 2015, 2015

Attn: Walter A. Nickel, PE Director, Civil/Environmental / Vice President Jones Edmunds & Associates, Inc.

352.377.5821 ext. 1345 / Cell: 352.342.1529

Dear Mr. Nickel

This is a proposal in response to your request for Professional Land Surveying services for FDEP project at Wekiwa Springs in Seminole County, FL. We will provide the following scope of services as provided by Jones Edmunds, as well as Attachments “C’ and “D” provided.

Phase I

In the areas delineated in red in the figure, provide elevations for the top of wall, bottom of wall, top of landing (at sheet pile bulkhead only), and bottom of pool. Provide the same details for 5 random points on the sheet pile bulkhead outside of the delineated areas for comparison to points on the survey dated 6/19/2008. Provide topographical survey of the back of sidewalk ground area.

Provide elevations at each probed location marked by the geotechnical crew at the top of the landing or rock wall. A geotechnical firm will provide probing along the wall at the bottom of pool, every 5 feet, to determine the depth to lime rock. The depth to lime rock will be reported by the geotech, with a unique name for each location.

Near the western corner, provide an approximately 5-ft grid of elevations at each location probed by the geotech, for a proposed children’s swimming area.

Pick up the actual locations of two proposed geotechnical borings, shown on a attached sketch

Deren Land Surveying will coordinate with the Geotechnical firm on this project for the 5’ probing grid of the children’s swimming area. We will need a TWO (2) week notice on when this will be scheduled so we can schedule our field crew accordingly.

COST: $1681.88

This is in response to your request for land surveying services. The cost estimate listed in this proposal is valid for 30 days from the date offered. If I can be of further assistance, or if you have any questions or comments, please let me know.

Please sign below to schedule our land surveying services.

Sincerely, Kris Ann Gath

Please sign below to schedule our land surveying services

Offered by Deren Land Surveying, LLC Accepted by (Client):

____________________________ August 6, 2015 __________________________________________ (Signature) Date (Client Signature)

Kris Ann Gath ___________________________________________ (Kris Ann Gath / Project Manager) (Printed Name / Title)

The terms and conditions on page two of this form are part of this agreement.

Page Two

TERMS AND CONDITIONS

Deren Land Surveying, LLC shall perform the service outlined in this agreement for the stated fee agreement.

Access to Site Unless otherwise stated, the Surveyor will have access to the site for activities necessary for the performance of the services; the Surveyor will take precautions to minimize damage due to these activities, but has not included in the fee the cost of restoration of any resulting damage.

Fee The total fee, including stated lump sum, shall be understood to be an opinion of the probable cost, based upon Scope of Services, and shall not be exceeded by more than ten percent, without written approval of the Client. Where the fee arrangement is to be on an hourly basis, the rates shall be those that prevail at the time services are rendered as indicated in Agreement.

Billings/Payments It is understood that this agreement is between the Surveyor and the Client, and that payment to the Surveyor is not contingent upon payment to the Client from a third party. Invoices will be submitted every ten days for services and reimbursable expenses and are due when rendered. Invoice shall be considered PAST DUE if not paid within 15 days after invoice date and the Surveyor may without waiving any claim or right against Client, and without liability whatsoever to the Client, terminate the performance of the service. Retainers shall be credited on the final invoice. A service charge will be charged at 1.5% (or the legal rate) per month on the unpaid balance. In the event any portion or all of an account remains unpaid after 40 days a Claim of Lien will be filed against the property, in addition the Client shall pay cost of collection, including reasonable attorney's fees.

Indemnifications The Client shall indemnify and hold harmless the Surveyor and all of its personnel from and against any and all claims, damages, losses and expenses (including reasonable attorney fees) arising out of or resulting from the performance of the services, provided that any such claims, damages, loss or expense is caused in whole or in part by the negligent act of omission, and/or strict liability of the Client, anyone directly or indirectly employed by the client (except the Surveyor) or anyone for whose acts any of them may be liable.

Risk Allocations In recognition of the relative risks, rewards and benefits of the project to both the Client and the Surveyor, the risks have been allocated so that the Client agrees that, to the fullest extent permitted by law, the Surveyor's total liability to the Client, for any and all injuries, claims, losses, expenses, damages or claim expenses arising out of this agreement, from any cause or causes, shall not exceed the amount of the Surveyor's fee or other amount agreed upon when added under Special Conditions. Such causes, include, but are not limited to the Surveyor's negligence, errors, omissions, strict liability, breach of contract or breach of warranty.

Termination of Services This agreement may be terminated upon 10 days written notice by either party should the other fail to perform his obligations hereunder. In the event of termination, the Client shall pay the Surveyor for all services, rendered to the date of termination, all reimbursable expenses, and reimbursable termination expenses.

Ownership of Documents All field notes, field data, plans and drawings produced by the Surveyor under this agreement shall remain the property of the Surveyor and may not be used by this Client for any other endeavor without the written consent of the Surveyor.

Applicable Law Unless otherwise specified, this agreement shall be governed by the laws of the State of Florida.

4605 NW 6th Street, Suite H • Gainesville, FL 32609 • (352) 331-0010 • (352) 336-3363 requests@derenlandsurveying.com • www.DerenLandSurveying.com

4605 NW 6th Street, Unit H Gainesville, Florida 32609 Phone: (352) 331-0010 Fax: (352) 332-4411 E-mail: dave@derenlandsurveying.com Website: www.derenlandsurveying.com

August 6, 2015

Walt Nickel/ FDEP Wekiwa Springs Project

This is in response to your request for wage rates for my bid on the Wekiwa Springs project.

Position: Direct Cost: Overhead Rate*** Profit Billing Rate 3% reduction Mult.

PSM - $80.00 171.75% 10% 239.20 232.02 2.99%

Cad Tech $20.00 171.75% 10% 59.79 57.99 2.99% Crew Chief $20.00 171.75% 10% 59.79 57.99 2.99% Instrument Man $12.00 171.75% 10% 35.88 34.80 2.99% Rod Man $10.00 171.75% 10% 29.90 29.00 2.99%

*** Overhead rate includes fringe benefits

Hours related to cost proposal:

Crew Chief: 10 hours in field @ 57.99/hr = $579.90 Instrument Man: 10 hours in field @ 34.80/hr= $348.00 Rod Man: 10 hours in field @ 29.00/hr= $290.00 Cad Tech: 4 hours mapping @ 57.99/hr= $231.96 PSM: 1 hour review/oversight @ 232.02 = $232.02 Total: $1,681.88 http://www.derenlandsurveying.com/