Doug Calderone Portfolio

Douglas CalderoneMarketing / Visual Communications Specialist

P: 941.301.1935 Email: [email protected]

Douglas W. Calderone Marketing / Visual Communication Specialist 14405 Edinburg Moor Dr., Wimauma, FL 33598 [email protected] | 941.301.1935 Summary: Multi-faceted, efficient & reliable graphic designer and marketer with 14 years of experience. Starting off as a graphic designer, and promoted in 2006 to the Corporate Marketing Division with expanded responsibilities of proposal and marketing production. Specialties: Marketing, Proposal / Presentation Development, Branding and Identity, Graphic Design, Creative Problem Solving. Skills:

• Presentation Development

• Presentation Coaching • Proposal Development • Proposal Coordination • Customer Relations • Creative Problem Solving

• Advertising • Machine Operator • Drawing Skills • Graphic Design • 3D Studio Max • Adobe Creative Suite • Photoshop

• InDesign • Dreamweaver • HTML • CSS • Solidworks / Fusion 3D • CAD/CAM

Experience: King Engineering Associates, Inc. Assistant Proposal Coordinator Civil Engineering Industry October 2013 – Present | Sarasota, FL / Tampa, FL

• Developed proposal and presentations for engineering projects. • Developed and maintained new company website. • Developed marketing materials (brochures, handouts, presentations). • Developed and maintained marketing database.

Baskerville-Donovan, Inc. Marketing Coordinator / Graphic Designer Civil Engineering Industry October 2005 – Present | Sarasota, FL / Tampa, FL

• Produced over 500+ proposals and 150+ presentations. • Increased winning rate for proposals from 15% to 40%. • Lowered cost of proposal production by 45%. • Designed and maintained company brand identity and standards. • Developed and maintained marketing database. • Managed and coordinated teaming opportunities. • Developed and maintained client relationships. • Produced project reports in various engineering fields.

• Proposal/Presentation strategy and development. • Executed market and client research • Simultaneously managed and produced multiple projects with high quality results. • Created new expectations when it comes to proposals, presentations and reports in the industry. • Created better practices for completing proposals, presentations and other marketing materials. • Design company advertisements in various mediums. • Designed company brochures, mail outs and other promotional items and materials. • Develop 3D computer models of current and future construction projects. • Worked with team members across various offices and distances to accomplish assignments and goals.

Arkay Tool & Die 3D CADD Tech (Summer Position) Machinery Industry May 2005 – September 2005 | Trevose, PA

• Converted engineering plans for various mechanical parts to Solidworks, preparing them to be manufactured.

• Reverse Engineered mechanical parts and assemblies. • Production and development of marketing materials • Machine Operator (Lathe, Bridgeport, CNC)

Freelance Graphic Designer Owner / Production Graphic Design Industry 2002 – 2006 | Yardley, PA - Sarasota, FL

• Worked on various sized projects for numerous clients and industries. • Research markets, write proposals and present qualifications. • Customer relations; managing concerns, dilemmas and unforeseen circumstances. • Managing time and developing realistic schedules for projects. • Finance’s; billing, project expenses and money management. • Developed marketing strategies. • Attended and presented at trade shows.

Patents: Hub and wheel assembly for an in-line skate Issued: 11 / 1999 US Patent: 5979992 · Inventors: Doug Calderone, Anthony J Calderone, Christopher M Calderone, and Anthony M Calderone Education:

• Ringling School of Art and Design (2004 – 2006) Graphic Design Major

• Bucks County Technical High School (2000 – 2004) Diploma, Commercial Art

References: Trish Mainey, Former Director of Marketing / Regional Manager for Baskerville-Donovan, Inc. Phone: 941.468.0579

Wayne White, Current Senior Utility Project Manager at Kimley-Horn Associates Phone: 813.778.4252

Graphic DesignBrand Identity

Advertising

Web Design

Mailouts

Proposals

Presentations

Baskerville-Donovan is dedicated to responsible, sustainable progress through Innovative Infrastructure Solutions. As a multi-discipline provider, our fi rm offers the highest quality professional services available in the industry today. Our approach is a natural refl ection of the creative, innovative spirit and ingenuity of our professional staff. Our job is simple: deliver results for each client through excellent products and service!

Pensacola Offi ce449 West Main St.

Pensacola, FL 32502

Phone: (850) 438-9661

Tallahassee Offi ce325 John Knox Road,

Building 200

Tallahassee, Florida 32303

Phone: (850) 656-1212

Brevard Offi ce7155 Murrell Road, Suite 101

Melbourne, FL 32940

Phone: (321) 254-3663

Tampa Offi ce1860 Highland Oaks Blvd.

Lutz, FL 33559

Phone: (813) 948-2200

Mobile Offi ce1201 Montlimar Drive, Suite 650

Mobile, AL 36609

Phone: (251) 380-0311

Panama City Beach22219 Panama City Beach

Pkwy, Suite 200

Panama City Beach, Florida 32413

Phone: (850) 230-6150

Apalachicola Offi ceP.O. Box 159

Apalachicola, FL 32329

Phone: (850) 653-9070

Sarasota Offi ce6000 Cattleridge Drive, Suite 300

Sarasota, FL 34232

Phone: (941) 316-0411

Locations

Services> Aviation Planning> Airfi eld Design> Heliport Design> Runway Design> Taxiway and Taxilane Design> Parking Apron Design> Aviation Support Facilities> Airfi eld Lighting> Airfi eld Markings and Signage> Heavy Pavement Design> Stormwater Management> Roadway Design> Surveying and Mapping

> Environmental Assessments> Regulatory Compliance> Site Utilities> Construction Management

www.baskerv i l ledonovan.com

Aviation Design Services

Aviat

ion

Plan

ning

& D

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S

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www.baskerv i l ledonovan.com

Aviation Design Services | 3

Baskerville-Donovan engineers have assisted clients

in siting aviation facilities at both fxed and rotary wing airfelds in a

wide range of conditions. In our design support role for the U.S.

Government’s counter-narcotics program in Latin America, BDI

engineers have developed a comprehensive understanding of

the various factors impacting aviation planning and design. Over

the years, this experience has been quite benefcial in training our

staff to think innovatively about the range of potential solutions

to aviation design issues. For the BDI engineer, designing airfeld

facilities in the remote jungle regions of Latin America – with limited

construction material availability and diffcult physical and logistical

conditions – has proven to be the ultimate design training program.

This overseas experience has benefted our design capabilities and

effectiveness in the stateside aviation design feld. As innovative

thinkers with a working knowledge of the heavy civil construction

process, our engineers have been selected by both general aviation

and military clients to help resolve some of their most challenging

design and construction challenges. BDI professionals have become

very familiar with major airfeld planning and design activities, including:

• Aviation Design Standards

• Regulatory Requirements

• Environmental Assessments

• Airfeld Geometry

• Runway Design

• Taxiway and Taxi Lane Design

• Parking Apron Design

• Airfeld Lighting

• Airfeld Markings and Signage

• Airfeld Surveying & Mapping

In recent years, BDI has been providing award-winning aviation

design services for major military airfeld projects in the Florida

Panhandle. Over the past decade, BDI engineers have programmed

or designed over $700M in new airfeld and heavy civil facilities.

Over the past decade, BDI engineers have programmed or designed over $700M in new airfield and heavy civil facilities.

Airfield Planning & Design

4 | Baskerville-Donovan, Inc.

Over the years, BDI engineers have also come to specialize in the design

of rotary-wing aviation facilities. This experience has been developed (primarily)

as a result of our military consulting activities overseas. Over the past 12 years, BDI engineers

have been incorporating rotary-wing facilities into our plans for fxed-wing airfelds. Over time, this activity

has grown to include dedicated heliports for UH-1 and UH-60 aircraft. Because these airframes are critical to the

mission in Latin America, and in particular the U.S. mission identifed in Plan Colombia; BDI engineers have designed some of the largest heliports in the South American theater of operations. Our experience includes the following services:

HeliportDesign

•Heliport Planning

•General Aviation Heliports

•Helicopter Parking

•Heliport Markings

•Heliport Lighting

•Transport Heliports

•Hospital Heliports

•Helicopter Facilities at Airports

•Heliport Pavement Design

Aviation Design Services | 9

Pucallpa HangarPucallpa, Peru

Project Cost: $3M

Located adjacent to the Pucallpa Airport near the Ucayali River in Central Peru, the Pucallpa Hangar project was provided

as a Peruvian National Police (PNP) aircraft repair and pilot training facility. Design for the support facilities at Pucallpa

included an AN-32 transport-capable aircraft hangar, rigid pavement apron, and supporting infrastructural facilities. The rigid

pavement apron was designed to extend from an existing section of C-141 transport apron adjacent to the hangar site.

FY08 Repair Airfeld DesignUSAF Tyndall, FL

Project Cost: $25M

Project involved full designs for Tyndall

AFB to replace approximately 60% of

the Tyndall primary heavy aircraft runway,

multiple taxiway replacements, airfeld

lighting and miscellaneous airfeld repairs.

Subsequent designs were provided for a

new drainage outfall consisting of 2,300

linear feet of culvert for mitigation of Bird

Aircraft Strike Hazard (BASH) issues

- and elimination of an airfeld waiver.

Environmental permitting for dredge/

fll and stormwater were also required.

Larandia CNP Airfeld MP and DesignLarandia, Colombia

Project Cost: $16M

In support of the Colombian National

Police (CNP) and the U.S. Dept. of

State, BDI provided full heavy-civil

design services for upgrading an

existing unimproved airstrip in Southern

Colombia. The project was designed to

accommodate OV-10 and Turbothrush

aircraft involved in coca fumigation

operations. The project was located in

a region of the country controlled by

military forces hostile to the government

of Colombia. Design was accomplished

such that all construction materials,

plant operations, fuel, construction

staging operations, equipment and

personnel supporting the project

were airlifted to the isolated base.

BRAC F-35 Duke BarriersEglin AFB, Duke Field, FL

Project Cost: $4M

BDI was engaged to provide multi-discipline

design services for the BRAC F-35 Duke

Barriers at Eglin Air Force Base, Duke Field,

Florida. Services provided by BDI included

Civil, Topographic Surveying, Environmental

Engineering and Permitting, Structural,

Electrical, Mechanical and Communications.

The fnal design features a BAK-12, Type H

barrier arresting system at each end of the

Duke Field main runway, including 6,700 SF

of new rigid airfeld pavements and flexible

airfeld pavements, earthwork excavation

and fll placement of over 55,000 CY of

material, drainage system installation, etc.

Brochure: Aviation Design

Baskerville-Donovan, Inc.

Consulting EngineeringBUILDING SERVICES & CONSTRUCTION ADMINISTRATION

Baskerville-Donovan, Inc. is dedicated to responsible, sustainable progress through Innovative

Infrastructure Solutions. As a multi-discipline provider, our firm offers the highest quality professional services in the

industry. Our approach is a natural reflection of the creative, innovative spirit and ingenuity of our professional staff.

At Baskerville-Donovan we bring over 80 years of consulting experience to every client we serve! Over the years, as the

communities we serve have grown, our expertise has also grown. We combine our cutting-edge planning and engineering services with non-

traditional services to help our clients develop a creative, 360 degree view of projects and programs. We specialize in innovation, creativity and

service!

Innovation

Consulting Engineering

As a multi-discipline engineering consulting firm, Baskerville-Donovan and Day Consulting is

committed to providing energy efficent designs. This team is experienced with the performance of life-cycle and pay-back calculations, ASHRAE 90.1 analyses, and existing system energy use analyses and includes Leadership in Energy and Environmental Design Accredited Professionals (LEED AP).

BDI electrical engineers are highly competent in the various aspects of power, control/instrumentation and communication systems. We are dedicated to providing world-class services, “on time, every time.”

With decades of experience in the local and federal government, utility consulting environment, and commercial and insitutional clients, our engineers are accustomed to working within the team environment.

Individual Team Experience:Power Factor Correction StudyWorld Arena; Colorado Springs, CO

Recreation CenterUniversity of Colorado at Colorado Springs, COLEED Gold Certified

Science and Engineering Building University of Colorado at Colorado Springs, COLEED Gold Certified

ARC of Baldwin County, Inc.Robertsdale, AL LEED SIlver Pending

University of Colorado Science and Engineering Building

This project involved designing the lighting, power, fire alarm, and lightning protection system for the 5 story (160,000 sq ft) science, engineering, and lab building. Design included providing electrical support for various types of labs, communications, and HVAC equipment (including a heat recovery system comprised of four 100hp exhaust fans). The electrical distribution system comprised of 480V service entrance switchgear, two motor control centers, and generator for life safety and essential equipment operations. LEED Gold Certification.

Sustainable Energy Design

Consulting Engineering Building Services & Construction Administration

Brochure: Electrical Engineering


F35STOVL

www.baskervi l ledonovan.com

In support of the US Department of Defense Joint Strike Fighter F-35 Program, under prime contract with the Mobile District US Army Corps of Engineers, Baskerville-Donovan, Inc. has designed the F-35B Short Take Off & Vertical Landing (STOVL) Simulated Carrier Deck at Duke Field that is being used exclusively by the US Marines as a training ground for pilots learning to fly the F-35.

BASKERVILLE-DONOVAN, INC.I n n o v a t i v e I n f r a s t r u c t u r e S o l u t i o n s

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CREATIVE ENGINEERSINNOVATIVE SOLUTIONS


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Mobile Version

Website:Baskerville-Donovan, Inc.

•••

Presentation: Hillsborough CountyBaskerville-Donovan. inc.

Wakulla CountySeptember 2012

W

B

Baskerville-Donovan is Uniquely Qualified to Work in

Northwest Florida

Firm Team Qualifications

“BDI Responds in a Timely Manner, Acquires All Permits Expeditiously and the Quality of Their Work is Second to None.”

Bruce Price, Public Works Dir.City of Niceville

“I have served as the ECUA’s Executive Director and the organization has

benefited from BDI’s superb environmental engineering services and

their extraordinary non-traditional services.”

Steve Sorrell, P.E.Executive Director

Emerald Coast Utilities Authority

Presentation: Wakulla CountyBaskerville-Donovan, Inc.

Report: Jack’s Branch Basin StudyBaskerville-Donovan. inc.

Jack’s Branch Basin Study 3

Table of Contents

Northern Section Quintette Section

Perdido Section

Pollutant Load Analysis

Future Considerations

Summary of Recommendations

Appendix

p. 105

p. 111

p. 117

p. 05

p. 09

p. 11

p. 15

Results and Discussion

Executive Summary

Introduction

Basin Overview

Methodology

p. 21 p. 53

p. 101

p. 75 p. 91

Farmhill Section

Escambia County22

> Northern Section

The Northern Section of the Jack’s Branch Drainage Basin is the portion of the Basin north of Quintette Road excluding the Carrington Subdivisions. This section contains the extension of Jack’s Branch (Tributary A) to its head at the uppermost portion of the Basin and Dry Creek (Tributary Q) that begins at Highway 97 and connects with Jack’s Branch just north of Schaag Road. The outline of the Northern Section is shown above with the remaining smaller tributaries.

The topography of the Northern Section is generally flat near the head of Jack’s Branch and gently slopes into the water courses. Elevations in this area are greater than 200 feet and Jack’s Branch is a small natural channel. As the basin narrows just north of Highway 196, the terrain becomes hilly and similar to the rest of the basin. Hilltops still exceed 170 feet, but the grade falls quickly to the channel bottom at approximately 100 feet. At the southern end of the Northern Section, the water course has dropped over 120

Northern Section

A

Q

P

M

O

J

E

L

S

U

V

N

R

T

G

A

M

Q

Q

A

Q

G

NH

IGH

WAY

95A

HIGHWAY 196

MOLINO RD

N H

IGH

WAY

29

HIGHWAY

97

SC

HA

AG

RD

CH

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TNU

TR

D

BR

ICK

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DR

D

SCH

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RD

BRICKTON RD

CEDARTOWN RD

FAIRGROUND RD

CRABTREE CHURCH RD

EFFIE RD

AN

GU

SLN

E QUINTETTE RD

W QUINTETTE RD

CHANCE RD

KECK RD

MATHISON RD

SU

NS

HIN

EH

ILL

RD

STOUT RD

LAN

KR

D

MEHARG RD

N CHIPPER RD

NIC

HO

LSO

N D

R

OMEGA DR

ECH

IPPE

RRD

NANCY LN

STRAUGHN RD

S CHIPPER RD

CREST LN

ANGUS CIR AYER ST

DE

WE

YR

OS

E L

N

RAWHIDE LN

QU

INTE

TTE

LN

WIN

DH

AM

DR

OR

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JOSH LN

AB

RA

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VI C

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EV

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COUNTRY HILLS DR

LEV

IRD

F OU

R S

TAR

FAR

M R

D

SEAN RD

VEAZEY LN

PU

GH

CH

AP

EL

RD

LOFTON LN

LUC

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ST

IRO

NR

OC

KLN

DUXBURY AVE

ABERDEEN DR

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MOLINO RD

Jack’s Branch1

Northern SectionOverview Aerial

Northern SectionKey Map

N

Escambia County12

Basin Overview>

Jack’s Branch Drainage Basin is located in the middle of Escambia County geographically at a location where the county is at its narrowest. It lies along Hwy 29 from Muscogee Road in the south to Hwy 97 in the north. Hwy 95A forms a rough eastern border, but the western edge is not simply described. On Escambia County’s priority list of 40 drainage basins Jack’s Branch ranks 25th.

The waterbody of Jack’s Branch runs 11.5 miles from Hwy 29 in the north, just north of Hwy 97 to Perdido River at the southwest extreme of the basin. Much of its length lies between Hwy 29 and Hwy 95A where the Branch crosses several roadways necessitating large stormwater structures. In the northern reaches, the Branch is little more than a flow path through wooded areas created by the surrounding topography and carrying water only during wet weather. Towards the middle of its length it begins to form into a defined channel in isolated locations, typically in close proximity to road crossings. These areas are likely created as stormwater is channelized to drain through culverts, increasing in velocity and eroding soil in its path. These areas tend to extend only for a few hundred feet. Further downstream, west of Hwy 29, the natural channel forms a very small creek. In places it measures less than 10 feet wide and 1 - 1.5 feet deep. This creek carries the base flow composed of groundwater. At the southwest extreme, the Branch connects to Perdido River, although the connection has no significant flow except for times of wet weather.

Jack’s Branch Basin is rather sparsely developed with mostly residential development and agriculture. The north end of Jack’s Branch is composed of mostly agricultural farm land. Businesses and residences are sparsely distributed and mainly support the agricultural lands. The middle section of the basin transitions to rural residential with Central Commerce Park as the only commercial development. The southeast section of the basin around Quintette and Farmhill contains the few planned residential subdivisions. There is an increase in the commercial land use to support the denser residential population and International Paper which lies just to the south of the basin. The southwest portion of the basin is largely undeveloped with residential and agricultural lands sparsely located throughout the area.

Very few businesses exist and even residences seem to be mostly those that support the owners of the farm land. Further down the basin, land use becomes mostly rural residential with large lots and homes further from the roadways. In the southern end of the basin there is a great deal of undeveloped land. The developed area is again residential but with some subdivision and altogether more densely populated. Most of the subdivisions are small, yet there are several new subdivisions which are not yet fully populated which together could account for several hundred homes. Commercial development in the basin is minimal and is typically situated along the corridors of Hwy 29 or Hwy 95A.

Legend

Coverages

Agricultural

Commercial

Impervious

Industrial

Open Space Fair

Open Space Good

Open Space Poor

Pasture Good

Residential 0.125 Acre



Residential 1 Acre

Residential 2 Acre

Water

Woods Good

Woods Poor

CoverageMap

Farmhill Section

PerdidoSection


Northern Section

> Crabtree Church Road (East of Chestnut Road)

The cross drain on Crab Tree Church Road, approximately 250 feet east of Chestnut Road, receives runoff from approximately 200 acres of farmland, rural residential land, and the Don Sutton Baseball complex. The cross drain is located on the eastern branch of Tributary Q which connects to Dry Creek (main branch of Tributary Q). Currently the cross drain consists of three (3) 24” RCPs which are significantly smaller than the 4’ x 5’ box culvert at Highway 97 approximately 2,500 feet upstream. Modeling of the cross drain indicated that the culverts were inlet controlled and would fail to pass the 3- and 25- year storm events. Replacement of the culverts with two (2) 48” RCPs should provide sufficient capacity for the 25-year storm event.

It should be noted that the culvert directly upstream at Highway 97 (Structure ID 330331_013) on the eastern branch of Tributary Q provides a significant amount of attenuation for the basin that drains to it. The outflow versus inflow hydrograph for the 25-year storm event is shown on this page. No improvements are recommended for this cross drain. However, alteration of this culvert could increase the

downstream flows significantly, increase the risk of flooding, and require replacement of the downstream cross drains. The recommendations within this report for culverts on the eastern branch of Tributary Q would also need to be revised to accommodate the additional flows.

Crabtree Church Road (East of Chestnut N9

Project Costs 3

TOTAL CONSTRUCTION COST $38,192

ENGINEERING $6,819

CEI $3,819

TOTAL PROJECT COST $48,830

Priority Class

N9 | Existing

N9 | 25 yr. Hydrograph

ID 004

N

Escambia County108

The agriculture future land use category encompasses approximately 950 acres of undeveloped land with about 480 acres of wetlands. Assuming that five percent of the land will be used as residential for support of the agricultural lands, 440 acres could be converted into agricultural uses. The Comprehensive Plan allows silviculture in the agricultural land use category. Conversion of wooded areas to silviculture would produce a small increase in runoff because of the lack of understory associated with tree farms. If most of the land was converted into crop land, a significant increase in runoff and peak runoff rates could occur. Without proper flood control the increase in runoff could cause additional flooding problems downstream.

Land UseExisting Area (acres) Percentage

Future Percentage

Future Area (acres)

Residential 88 3.6% 5.0% 122

Commercial 0 0.0% 0.0% 0

Agriculture 1,395 57.2% 75.4% 1,837

Industrial 0 0.0% 0.0% 0

Acreage 955 39.2% 19.6% 478

Total 2,437 100% 100% 2,437

Agriculture

Activity Area Molino

AG

AA-13

The portion of Activity Area Molino in Jack’s Branch represents a third of the total activity area and is mostly developed as defined in the Comprehensive Plan with only about 7% available for development. Because the Comprehensive Plan states that 73% of the lands would remain agriculture, up to 22% of the land could be developed residential, and 5% could be developed commercial, it was assumed that all development occurring within the Molino area in Jack’s Branch would be either residential or commercial with the commercial land use maximized. The large amount of agricultural land within this activity area could cause drainage issues as changes in agricultural use can significantly alter the drainage characteristics of the area.

Land UseExisting Area (acres) Percentage

Future Percentage

Future Area (acres)

Residential 1,006 24.9% 28.0% 1,133

Commercial 59 1.5% 5.0% 202

Agriculture 2,346 58.0% 58.0% 2,346

Industrial 0 0.0% 0.0% 0

Acreage 634 15.7% 9.0% 363

Total 4,045 100% 100% 4,045

Escambia County30

Highway 29 (North of Bet Raines Road)N4

> Highway 29 (North of Bet Raines Road)

Tributary U consists of the (2) 36” RCPs and a short section of channel before joining into Jack’s Branch. The entire drainage area of approximately 80 acres drains to the two culverts under Highway 29, a federal and state highway, and consists almost entirely of agricultural land. The existing culverts are inlet controlled, and modeling showed that the roadway would overtop during the 3-year storm event. Two (2) 5’ x 5’ box culverts would be necessary to carry the 100-year peak flow. The installation of the box culverts would require the upstream ditch to be cut in two feet. Because of right-of-way constraints, the ditch would need to drop into the upstream end of the culvert (see figure this page). The slopes of the drop and inlet to the culvert should be armored with rip rap to prevent erosion and possibly undermining the headwall.

Project Costs 2

TOTAL CONSTRUCTION COST $245,960

ENGINEERING $34,596

CEI $24,596

TOTAL PROJECT COST $305,152

Priority Class

N4 | Existing

Alternately, an offline pond could be constructed upstream of Hwy 29. The pond would need a control structure to divert stormwater during large storm events and may need a recovery weir/orifice if soils cannot provide adequate recovery. Because the cross drain is undersized the pond would need to retain nearly all the runoff. This would require a pond in excess of 30 Ac-ft. Excavation of the pond alone will cost approximately $500,000 and approximately 8 acres of land would be required for the pond making it an impractical solution unless modification of Hwy 29 is prohibited.

ID 018

N


Northern Section Quintette Section

Perdido Section

p. 21 p. 53

p. 75 p. 91

Farmhill Section

Jack’s BranchSections


Report: ZephyrhillsWWTP Effluent Pumping Station

Baskerville-Donovan. inc.

City of Zephyrhills Wastewater Treatment Plant Replacement of Effluent Pumping Station | 7

All alternatives include a foundation or mounting support for the selected pumps and new check valves and butterfly valves. Pipe

supports are also included. All pump motors were sized to be compatible with the existing variable frequency drives. Operating

points and efficiencies used on the evaluation are based on pumping from the effluent well to the reclaimed water storage tank.

Alternatives3Baskerville-Donovan considered the following four alternatives

to replace the existing effluent transfer pumps:

43.13

14x14x24.5S

65.4

22.3

T= 0.00

11.50

15.24

9.69

Frame L405TP,75.0 hp, 1190 rpm, 3 Ph., 60Hz, 460V,

Encl. TEFC

125 psiA

1.75

Electric Motor VHS, GE

Flange Size Nominal 14Pressure Nominal:

Sole Plate

Discharge Head

Ø 24.5 - Min. Opening

Design: Flanged, Open Line Shaft (OLS)Number of column segments: 2

Ø 1.50

Pump Model 18HH, 1 stagesConfiguration of Bow l Assembly: L6

Max. Diameter of Bow l Assembly

Ø 20.754.82

7.81

27.1

10.06

64.0Minimum Required

Water Level

120Normal Water Level

120

78

25.0012.50

Discharge Heads Type: S, SHP, FA Discharge Heads Type: G, GHP, C, CHP, FRA

28.00

14.00

14.75

14.75

Ø1.00 - 4 Holes , Bolt Circle - Ø0.00

0.00

1.50

0.00 0.00

0.00

0.00

Ø 0.00 - Anchor Holes

Notes

Sole Plate Detail (If Supplied)

Base Plate requires support on all 4 sides.Anchor Bolts by OthersRead instructions before beginning pump assembly or installation

Bow l AssemblyDry Weights (3 pumps) [ lb ] :

ColumnDischarge HeadMotor

Ø 28.00

ANSI FF

Ø 14.0 Nominal Column

Ø 1.00 - 4 Holes

Motor AdapterT= 0.0

11.0 2601.61483.32850.04434.0

Ø 18.75

Elec. Spec.:

Project : Zephyrhills WWTP HSP

Customer: Baskerville Donovan

Item No.: HSC Selection

Quote No. : US-2698-76

Ph.

Pump Model: Peerless Vertical - 18HH

Capacity: 4300 (US gpm)

Total Head: 46 (ft)

Pump Speed: 1180 (RPM)

Impeller Dia.: 12.38 (inch) Rotation: counter-clockwise

Power: 75 (hp)

Service Factor:

Frame/Model: L405TP

Enclosure/Type:

Peerless Pump Company - RAPID v8.25.6 - 23rd March 2007.

Page No : 11Date :

3605 Ventura Drive East, Lakeland, FL 33811Cory N. Peavy, E.I.Phone (863)619-3789Fax (863)619-8098

Thursday, July 29, 2010

Tom Evans Environmental, Inc.

Dimensions in (inch)

Part DescriptionItem No. MaterialImpeller Bronze2

6 Shaft, Pump 416ss8 Ring, Wear, Impeller (optional) Bronze

15 Bowl, Discharge, Flanged Cast Iron15A Screw, Hex. Head Cap S. Steel

39D Sleeve, Bearing Bronze39E Sleeve, Bearing Bronze

39A Sleeve, Bearing Bronze

39F Sleeve, Bearing Bronze39G Sleeve, Bearing Bronze39H Sleeve, Bearing Bronze

55 Bell, Suction Cast Iron55A Screw, Hex. Head Cap Steel64A Collar, Protecting Steel64B Screw, Set S. Steel64C Collar, Protecting Steel64D Screw, Set S. Steel

70 Coupling, Shaft Steel84 Collet, Impeller Lock Steel

199 Bowl, Intermediate Cast Iron199A Screw, Hex. Head Cap S. Steel213A Ring, Wear, Bowl (optional) Neoprene213B Ring, Wear, Bowl (optional) Bronze

BOWL ASSEMBLYThis is a typical cross sectional drawing and may not include exactly what is supplied.

10 inch

Elec. Spec.:





Ph.


Total Head: 46 (ft)



Service Factor:

Frame/Model: L405TP

3605 Ventura Drive East, Lakeland, FL 33811Cory N. Peavy, E.I.Phone (863)619-3789


New Horizontal Split Case Pumps

p. 8 p. 10 p. 12 p. 14

New Vertical Turbine Pumps in Cans

New Vertical Turbine Pumps Mounted on Top of the Effluent Well

New Submersible Pumps Inside the Effluent Well


3.1

3.1.1

This alternative proposes to replace the two

existing effluent transfer pumps with new horizontal

split-case pumps of the same size and capacity.

Construction will include installation of a suitable

foundation and piping supports to prevent future

settling. Table 2 lists some pump options for this

alternative. Figure 2 shows how the pumps will

operate with respect to the system curves for

flow to the storage tank and flow to the RIBs.

A geotechnical investigation found soft, unstable,

poorly compacted soils below the existing pumps.

Significant soil remediation and compaction

will be required to construct the proposed

slab on grade. A copy of the geotechnical

report is provided under separate cover.

Make ModelOperating Point(gpm @ ft)

Power at Operating Point (hp)

Non-Overloading Motor (hp)

Efficiency at Operating Point

Budgetary Cost for Two Pumps

Peerless Pumps 16A18B 6,200 @ 39 68 75 86% $148,000

Aurora 410 1 STG 5,500 @ 34 60 75 78% $150,000

Table 2 – Horizontal Split Case Pump Data

Figure 2 – System Curves with Proposed Horizontal Split Case Pumps

Horizontal Split Case PumpsAlternative 1

Description


Make ModelOperating Point(gpm @ ft)

Power at Op.Point (hp)

Non-Overloading Motor (hp)

Efficiency at Operating Point

Budgetary Cost for Two Pumps

Peerless Pumps 18HH 6,100 @ 33 65 75 81% $121,400

Flowserve 20ENH 6,000 @ 32 61 75 78% $130,000

Layne/Verti-Line 20 EHL 6,300 @ 35 65 75 86% -

National Pump Company H24LC 6,600 @ 37 60 75 87% -

Table 5 – Vertical Turbine Pump Data – Pumps in Cans

3.2

3.2.1

This alternative proposes to replace the two

existing effluent transfer pumps with new vertical

turbine pumps in cans. Construction will include

installation of a suitable foundation and piping

supports to prevent future settling. Table 5

lists some pump options for this alternative.

Figure 3 shows how the pumps will operate

with respect to the system curves for flow

to the storage tank and flow to the RIBs.

As with alternative 1, this alternative will

require soil remediation and compaction to

support the pump cans. Additional earthwork

is included in the life cycle cost estimate.

Figure 3 – System Curves with Vertical turbine Pumps in Cans

43.13

14x14x24.5S

65.4

22.3

T= 0.00

11.50

15.24

9.69

Frame L405TP,75.0 hp, 1190 rpm, 3 Ph., 60Hz, 460V,

Encl. TEFC

125 psiA

1.75

Electric Motor VHS, GE

Flange Size Nominal 14Pressure Nominal:

Sole Plate

Discharge Head

Ø 24.5 - Min. Opening

Design: Flanged, Open Line Shaft (OLS)Number of column segments: 2

Ø 1.50

Pump Model 18HH, 1 stagesConfiguration of Bow l Assembly: L6

Max. Diameter of Bow l Assembly

Ø 20.754.82

7.81

27.1

10.06

64.0Minimum Required

Water Level

120Normal Water Level

120

78

25.0012.50

Discharge Heads Type: S, SHP, FA Discharge Heads Type: G, GHP, C, CHP, FRA

28.00

14.00

14.75

14.75

Ø1.00 - 4 Holes , Bolt Circle - Ø0.00

0.00

1.50

0.00 0.00

0.00

0.00

Ø 0.00 - Anchor Holes

Notes

Sole Plate Detail (If Supplied)

Base Plate requires support on all 4 sides.Anchor Bolts by OthersRead instructions before beginning pump assembly or installation

Bow l AssemblyDry Weights (3 pumps) [ lb ] :

ColumnDischarge HeadMotor

Ø 28.00

ANSI FF

Ø 14.0 Nominal Column

Ø 1.00 - 4 Holes

Motor AdapterT= 0.0

11.0 2601.61483.32850.04434.0

Ø 18.75

Elec. Spec.:





Ph.

Pump Model: Peerless Vertical - 18HH


Total Head: 46 (ft)



Power: 75 (hp)

Service Factor:

Frame/Model: L405TP

Enclosure/Type:

Peerless Pump Company - RAPID v8.25.6 - 23rd March 2007.

Page No : 11Date :

3605 Ventura Drive East, Lakeland, FL 33811Cory N. Peavy, E.I.Phone (863)619-3789Fax (863)619-8098

Thursday, July 29, 2010


Dimensions in (inch)

Vertical Turbine Pumps in CansAlternative 2

Description


The total capital cost including foundation work, piping, installation,

permitting, etc., and a 15 percent contingency is estimated as

$309,300. Annual power cost estimates assume $0.12 per

kilowatt-hour (kw-hr) and 12 hours per day of pump operation and

include the average pump efficiency of 82 percent. The resulting

annual costs are $30,600. The 20-year life cycle cost assumes

a rate of return of 5 percent. The resulting life cycle cost for this

alternative is approximately $690,600. A complete cost breakdown

is included in Table 3 and Table 4 above. Appendix A includes

the information vendors provided for horizontal split case pumps.

Construction will include removing the existing pumps, clearing the

gravel, and excavating the effluent pump area to a sufficient depth

to accommodate the soil remediation. After fill and compaction,

the new concrete foundations will be poured. Pipes and pipe

supports will be set before finally installing the horizontal pumps.

During construction, one existing pump will be taken out of

service while the foundation and supports are constructed and

the replacement pump is installed. Valves, piping and the seal

water system will then be installed and connected to the existing

piping system. The new pump will be started, tested, and placed

into service before the second existing pump is taken out of

service. This will ensure continuous operation of the facility.

Advantages

Disadvantages

1. Of the four alternatives, this is the

simplest to maintain. Operators are

already accustomed to maintaining the

existing horizontal split case pumps.

2. One of the pump selections for this alternative

is the most efficient of all pumps considered.

1. Horizontal split case pumps have a smaller

range of reasonable operation under

variable frequency drives (VFDs) than vertical

turbine pumps. For efficient operation,

horizontal pumps should not be operated

below 60 percent of their design speed.

2. The proposed horizontal pumps will require

a new seal water system, since the existing

pumps do not have mechanical seals.

3. This alternative will require

significant earthwork.

Power Costs - 20 Years

HP 64

Efficiency 82%

Operating hours per day 12

Years 1

kw-hours 254,920

Cost $/kw-hr $0.12

Cost $/yr $30,590

i 5%

n 20

(1+i)^n 2.65

P given A 12.5

Item Cost Unit Quantity Total Cost

Horizontal Split Case Pumps $74,500 EA 2 $149,000

Concrete Foundation Work $400 CY 12 $4,800

Earthwork and Remediation $15,000 LS 1 $15,000

Piping and Valves $15,000 LS 1 $15,000

Seal Water System $3,000 LS 1 $3,000

Subtotal $186,800

Installation and Labor (20%) 20% $37,360

Contractor Overhead and Profit (8%) 8% $14,900

Permitting (3%) 3% $5,600

Engineering (10%) 10% $18,700

Bonds and Insurance (3%) 3% $3,600

Subtotal $269,000

Contingency (15%) 15% $40,300

Total $309,300

Annual Energy Costs $30,600

Annualized Cost for 20 years (i = 5%, n = 20) $381,300

20-Year Life Cycle Cost $690,600

3.1.3

3.1.2

Discussion

Life Cycle Costs

Table 3 – Life Cycle Cost for Alternative 1

Table 4 – Power Costs for Alternative 1


The average cost for two pumps is $125,700. The total

capital cost including foundation work, piping and valves,

installation, permitting, etc., and a 15 percent contingency

is estimated as $295,500. Annual power cost estimates

assume $0.12 per kilowatt-hour (kw-hr) and 12 hours per day

of pump operation and include the average pump efficiency

of 80.5 percent. The resulting annual costs are $29,800.

The 20-year life cycle cost assumes a rate of return of 5

percent. The resulting life cycle cost for this alternative is

approximately $666,000. A complete cost breakdown is

included in Table 6 and Table 7 above. Appendix B includes

the information vendors provided for vertical pumps.

Construction will include removing the existing pumps,

clearing the gravel, and excavating the effluent pump area to

a sufficient depth to accommodate the foundation. Earthwork

will also include excavation to install the pump cans, soil

remediation and compaction. Pipes and pipe supports will

be set before finally installing the vertical pumps. During

construction, one existing pump will be taken out of service

while the foundation, pump can and supports are constructed

and the replacement pump is installed. Valves and piping

will then be installed and connected to the existing piping

system. The new pump will be started, tested, and placed

into service before the second existing pump is taken out of

service. This will ensure continuous operation of the facility.

3.2.3

3.2.2

Discussion

Life Cycle Costs

Advantages

Disadvantages

1. Vertical turbine pumps provide the broadest

operating range when controlled by VFDs.

Vertical turbine pumps may be operated below

40 percent of their design speed with reasonable

efficiency, and may be turned down lower

than 40 percent for short periods of time.

2. Vertical turbine pumps have a more compact

footprint than horizontal split case pumps.

3. Of the three types of pumps considered, vertical

turbine pumps are generally the most efficient.

4. This option allows use of the full volume of the

effluent well. The well may be completely drained

without air-locking the vertical turbine pumps.

1. Vertical turbine pumps are more difficult to maintain

than horizontal split case pumps. A crane is

required to lift the pump out of the cans.

2. This alternative will have a larger footprint

than submersible pumps or vertical

pumps mounted on the effluent well.

3. This alternative will require significant earthwork.

Power Costs - 20 Years

HP 63

Efficiency 83%

Operating hours per day 12

Years 1

kw-hours 247,914

Cost $/kw-hr $0.12

Cost $/yr $29,750

i 5%

n 20

(1+i)^n 2.65

P given A 12.5

Item Cost Unit Quantity Total Cost

Vertical Turbine Pumps $62,850 EA 2 $125,700

Concrete Foundation Work $400 CY 7 $2,963

Earthwork and Remediation $15,000 LS 1 $15,000

Excavation and Can Setting $15,000 LS 1 $15,000

Piping and Valves $20,000 LS 1 $20,000

Subtotal $178,000

Installation and Labor (20%) 20% $35,700

Contractor Overhead and Profit (8%) 8% $14,300

Permitting (3%) 3% $5,360

Engineering (10%) 10% $17,900

Bonds and Insurance (3%) 3% $5,360

Subtotal $257,300

Contingency (15%) 15% $38,600

Total $295,900

Annual Energy Costs $29,700

Annualized Cost for 20 years (i = 5%, n = 20) $370,100

20-Year Life Cycle Cost $666,000

Table 6 – Life Cycle Cost for Alternative 2

Table 7 – Power Costs for Alternative 2

CITY OF ZEPHYRHILLSWastewater Treatment Plant Replacement of Effluent Pumping Station

Kimberly S. Rogers, PEFL Registration #63116


Prepared For:City of Zephyrhills

BDI Job Number:002806.01

September 2010

Prepared By:Baskerville-Donovan, Inc1860 Highland Oaks Blvd.Lutz, FL 33559Phone: 813.948.2200Fax: 813.948.2205

Report: Pasco CountyJarvis Street BMP


30 | Baskerville-Donovan, Inc. 100701.03 Jarvis BMP - Assessment Report | 7

3 | EXISTING CONDITIONS

3.0 Project Location DescriptionTh is project is located in the southwestern corner of Pasco County generally south of SR 54 and east of US 19. Th e area of interest is located between the Colonial Manor Subdivision and the Tanglewood Mobile Village south of Moog Rd. Th e current drainage system conveys concurrent, concentrated fl ows to an existing storm pump station located west of Jarvis St. Th e area is characterized by fl at topography, high water table and a developed, densely populated urban area. A location map and aerial image can be found in Figures 1 and 2, respectively.

3.1 Site Conditions DiscussionAccording to the furnished report, the pump station was constructed to eliminate fl ooding along the eastern boundary of the Tanglewood development and along Jarvis Street in the Colonial Manor subdivision. To better understand both the extent and period for site fl ooding, a site investigation was conducted on March 20, 2009 by BDI staff engineers. Th e location was then evaluated and preliminary measurements were taken of the pump station and surrounding area.

A second site investigation was conducted on May 22, 2009 after heavy rainfall events. At that time there was evidence of impoundment of stormwater within areas along Jarvis St. and Cape Cod Rd. Th ere was high water level debris lines found in private residential yards. At 3306 Jarvis Street, there were indications that water levels from recent storms had approached the front steps of the house. Field measurements were taken and it was determined that Jarvis Street was overtopped with 44 inches of water at it lowest point and, based on reports from local residents, this fl ooding remains for extended periods of time. Frequently, this fl ooding makes the roadway impassable to local vehicular traffi c.

3.2 Resident InterviewsDuring the second site investigation, residents were interviewed regarding the fl ooding. It was the consensus that the fl ooding has been occurring since the Colonial Manor subdivision was developed in the 70’s; however, it has been

Recent Flooding Damage, 3321 Jarvis St.


Engineering Company dated August 16, 1975.

“Jamestown/Colonial Manor Drainage Improvements” construction plans prepared by Pasco County Engineering Services Department dated February 7, 1983.

In addition, the following information was consulted as part of our analysis:

LIDAR topographic GIS data provided by SWFWMD.

Interviews with residents Judy Grisham and Barbara Farvar of 3321 and 3330 Jarvis Street, respectively.

2.2 ScopeTh is project was selected by County staff based on a “Problem Area Identifi cation and Ranking Report,” prepared by CDM, Inc. in 1995. Th e current BDI eff ort included a thorough review of the furnished report, existing site conditions and the design requirements of Pasco County. Th is review included fi eld visits to the area, interviews with residents, research of permitting documents, and analysis of aerial imagery and GIS data provided by SWFWMD. Data was extracted from this information and analyzed to identify the drainage problems and determine if there is a more feasible means of discharge for this drainage basin. Based on this analysis, options for resolving fl ooding on-site were established and evaluated.

Ultimate Flood Stage

Flood Stage At Recieving WatershedDistressed Pavement at Jarvist St. & Cape Cod Dr. Intersection

100701.03 Jarvis BMP - Assessment Report | 31

ATTACHMENTS


Rd. Th e proposed site plan is included herein as Exhibit D.

If required, the overall project could be broken down into multiple phases. Th e fi rst phase might include the installation of the new Moog Rd. storm sewer outfall. Construction costs for this system are estimated to be approximately $159,000. Th e second phase would include constructing the southerly trench drain system and associated storm sewers; costs for this work are estimated to be $249,000. Th e fi nal phase would include installing the additional trench drains, removal of the existing pump station, and resurfacing/reconstruction of the roadway; costs for this work are estimated to be $252,000. Th e estimated cost for these conceptual improvements is expected to total $660,000. In conjunction with the above phases, the existing 24 inch CMP (which discharges to the south from the pump station) will need to be cameraed and replaced and/or repaired with insituform. Th e additional cost is estimated to be $80,000 for the repair or replacement of the existing CMP.

Prior to construction, the County would need to execute the required design surveys and project design. Also, SWFWMD would have to be consulted at the preliminary design stage of the project.

5 | RECOMMENDATION

5.1 PermittabilityBased on the above detailed design, BDI has run preliminary fl ow calculations. It is our fi nding that the system can be designed in such a way as to not increase maximum discharge rates to the off site ponds and wetlands. Based on SWFWMD’s Basis of Review, this project will be permittable.

5.2 Final RecommendationIn the furnished Problem Identifi cation Report; the conceptual construction cost associated with developing a new outfall to serve the site was $227,000. Based on a more detailed exploration of cost, BDI engineers have established a current preliminary cost estimate of $659,400. Under the rationale indicated above, BDI engineers have limited our analysis to the preferred option. It is important to note, however; that BDI will consider any option or solution (included herein or otherwise) required to support the public service and infrastructural priorities of Pasco County.

Flood Limits, Jarvis St. & Stardale Dr. (Looking South)

Flood Stage, 3330 Jarvis St.

NUMBER PREFERED OPTION COST1 Gravity Storm Sewer With Mutiple Outfalls $660,000

100701.03 Jarvis BMP - Assessment Report | 27

PASCO COUNTY


PASC

O COUNTY

FLORIDA

18 87

PASCO COUNTYAssessment Report

JARVIS STREET BMP

Pasco County Stormwater Management4454 Grand Blvd.

New Port Richey, FL 34652(727) 834-3611

BDI Job Number100701.03

Certifi cation of AuthorizationNo. 0000340

Prepared By:Baskerville-Donovan, Inc

1860 Highland Oaks Blvd.Lutz, FL 33559

Phone: 813.948.2200Fax: 813.948.2205

October 2009

Wayne E. White, PEFL Registration #53232


PASC

O COUNTY

FLORIDA

18 87

Task Order No. SM009-007

Proposal: Dade CityEngineering Consulting Services for Water Utility


DADE CITY

AUGUST11, 2011

REQUEST FOR QUALIFICATIONS

SUBMIT TO

SUBMITTED BY

Engineering Consulting Services for Water Utility

William C. Poe, Jr., City ManagerCity of Dade City38020 Meridian AvenuePost Office Box 1355Dade City, FL 33526-1355

Baskerville-Donovan, Inc.1860 Highland Oaks Blvd. Lutz, FL 33559 Phone: (813) 948-2200 Fax: (813) 948-2205


Baskerville-Donovan, Inc.12

Baskerville-Donovan, Inc. (BDI) has assembled a team of professionals that can provide the high level of expertise necessary to successfully provide Design, Permitting and Construction Administration of Water Utility Upgrades for the City of Dade City. The Project Team will consist of BDI as the Prime Consultant. Also joining the team as a Prime Sub-Consultant will be Schreuder, Inc., a water resource and environmental consultant, specializing in hydrogeology and modeling.

BDI Key Personnel

Thomas M. Vill, AICP, PE, Program Director, BDI, has more than 22 years of experience providing engineering and planning services to Municipal and County Governments and Utility Authorities. During that time, Mr. Vill has provided engineering services for the evaluation, planning, design, construction, and funding of water, wastewater, and stormwater infrastructure projects. He has successfully managed projects ranging from a few thousand dollars to more than $400 million. He was appointed as engineer for several municipal water systems. Tom has previously served as Program Director for the City’s Wastewater Program. In his role as Program Director, Mr. Vill will ensure that communications with the City are seamless and effective.

At BDI, our internal focus is on Team. Our corporate goal is to create an environment that

allows our project managers to be successful. For all tasks under this contract, Dade City professional staff will have access to a wide range of highly qualified professionals and

well-coordinated project teams.

Qualifications

Dade City | Water Utility Services 13

I. Specialized Qualifications

Fred Donovan, Jr., PE, Principal-In-Charge. As BDI’s President, Fred brings the full capability of the company to this important Dade City program. Since he began his career at BDI, Fred has been uniquely committed to the responsible and progressive development of the Florida infrastructure. Fred brings a fresh perspective to the BDI team and is committed to providing the leadership necessary to deliver first-class results to Dade City on this important program. In his role as Principal-in-Charge, Fred will ensure that he is directly involved with the senior staff to ensure high-quality project communications and timely deliverables.

Mark Schaeffer, PE, Project Manager, has 27 years’ experience in numerous water supply projects where he served as Design Team Leader and Project Manager. Responsibilities included assisting in obtaining state and federal financing, preparation of Preliminary Engineering Reports, all aspects of project management, development of the project documents, compilation of all applications and supporting data for securing regulatory agency approvals, all client contact, construction contractor acquisition, construction management, review of technical submittals, construction and project financing, contract close-out, start-up and operation assistance on water supply and treatment systems. His role and responsibilities as Project Manager will include technical oversight of the design and permitting of all aspects water systems upgrades and in the preparation of construction plans and specifications and contract bidding. He will follow projects into Construction Phase to make sure all technical intents of the design are carried forward in the Construction and Start-Up Phases of this Program.


Baskerville-Donovan, Inc. has been providing engineering services for water

supply and treatment projects in small communities since the 1920’s. The BDI

Team has provided solutions for every type of utility water supply issue or need.

In the days when BDI first began to develop pipelines and utilities in the communities along the Florida Panhandle, the environmental discipline did not exist. In general, what we think of today as environmental engineering was considered to be part of the civil engineering discipline. As Florida began to develop, some BDI engineers began to specialize more in the environmental discipline. Eventually, the state and the engineering profession began to consider the environmental discipline as separate from general civil practice. In the late 1960’s, some 40 years after our corporation was founded, the State of Florida established the Florida Department of Pollution Control. A few years later, this agency was modified to become the Florida Department of Environmental Regulation - the predecessor to today’s FDEP.

Our Story


When it comes to public information, BDI is the best in the state. Any public information element required to satisfy our professional services under this contract will be directly supervised by our Client Services Manager, Rodney Kendig. Mr. Kendig is well respected across the state and brings over 45 years of public administration and information experience to our team. As a former Florida City Manager and County Administrator, Rod understands the importance of effectively communicating programmatic details to the public.

Our team understands the value and importance of supporting our public sector colleagues through high quality public information sessions, mailings, high-end graphics, website development, etc. Because approximately 80% of our firm’s business is with local government clients, over the years BDI has developed a substantial capability in this area of our services.

The BDI Team is well qualified to assist City professional staff in providing cutting-edge graphic and presentation materials for the Public Information Meetings. The graphic capabilities of our team include the ability to easily communicate planning ideas to the public, city council and other key (non-technical) decision makers. Using the unique and rapidly growing application of advanced 3D computer graphics, BDI can provide photorealistic visuals of the project before construction begins. Advanced digital modeling also allows our engineering staff to make changes and show revisions quickly. With the advantage of 3D visuals, BDI has been able to expedite the planning and approval process, often resulting in quicker construction starts.

Our recent project experience has shown that accurate project visuals are becoming a vital part of the project planning process. Cutting-edge BDI graphics ensure that planners, community organizations and key decision-makers fully understand the project. For many public projects, it is critical in today’s political environment to include the community in the early planning stages of projects. BDI is experienced and comfortable with routine activities in this important area of public service. We can develop and distribute door knob brochures, coordinate with the homeowner association leaders and hold meetings in almost any neighborhood venue. Because we are based locally, the out-of-pocket cost of attending and facilitating focused consensus building meetings is minimal. However, our experience demonstrates that early outreach activities build critical support for projects and can play a key role in developing the most appropriate design for the project.

PUBLICINFORMATION


IV. Specialized Knowledge

REFERENCESMr. Steve SorrellExecutive DirectorEmerald Coast Utilities AuthorityP.O. Box 15311Pensacola, FL 32504(850) 476-5110

Mr. Richard Griswold, PEGeneral ManagerDestin Water Users, Inc.P.O. Box 308Destin, FL 32541(904) 932-5342

Mr. Peter DeBogory, PEGeneral ManagerSouth Walton Utilities Authority79 Old Highway 98Destin, FL 32541(850) 837-2988

Mr. Al Shortt, PECity EngineerCity of Panama City Beach110 S. Arnold RoadPanama City Beach, FL 32413

(850) 233-5100

BDI is proud of our 80-plus year history of providing superior consulting engineering services in Florida. In addition to the client information and projects included herein, the following references are provided for the City:

“Baskerville-Donovan is really a part of our community. They recently opened an office in Panama City Beach and they are working with us on a number of projects. It was unbelievable the amount of time and effort they put in to helping us to find 18 million dollars to build reclaimed use system and to help with our new sewer system. My husband thinks I’m a little funny that I think piers and sewers are pretty, but as an elected official it’s important to us because those are the things we have to have to continue the growth of our community. We honestly can say that Baskerville-Donovan has helped as far as our economic growth is concerned.”

Gayle OberstMayorPanama City Beach, FL

“Our relationship has at it’s core a candid, constructive dialogue between our staff and BDI’s staff. As a result, we have mutual accountability. Because this communication takes place as an ongoing process as well as on a scheduled basis, our projects have worked with a realistic budget and schedule.”

Steve Sorrell, P.E.Executive DirectorEmerald Coast Utilities Authority

“The GIS work performed by BDI enabled us to design (the crossings) in a timely manner so that risk to the contractor was minimized and least cost was realized by DWU……….BDI has provided consistent, ongoing supervision of the field data collection; providing training as needed to the staff and responding timely to requests for assistance.”

Richard Griswold, P.E.General ManagerDestin Water Users


III. Specialized Experienced

FundingAlmost all of Baskerville-Donovan, Inc.’s (BDI’s) projects for cities, counties, utilities, special districts, and state agencies require some efforts in Planning, Public Administration, and Governmental Affairs if they are to be successful. Within the last several years, BDI has integrated comprehensive Program Development and Funding into its corporate mission. A result of this addition has been the increased emphasis on public and private project initiation from numerous Federal, State and local assistance programs.

Planning, Public Administration, and Governmental Affairs are terms which include a variety of activities under the heading of Program Development. Our emphasis on Program Development has substantially increased our client base in recent years. Brian Stahl, PE has extensive funding acquisition experience and will bring that to bear on this team.

Planning is an essential part of conceptualizing and developing local governmental program initiatives. This is especially true for effectively linking a locality vision with funding realities at the State and Federal level.

Baskerville-Donovan’s sensitivity to the role of Public Administration in carrying out the policies of the governing body is found through having on our staff a professional public administrator with over 20 years in local government, Ms. Trish Mainey. Working with our clients and our engineering staff, we support our clients with non-traditional services as required to ensure that substantial value is added to our work.

The Governmental Affairs aspect of BDI involves applying first-hand knowledge of the State and Federal, Executive and Legislative branches. The inter-relationship between the State Legislature and State agencies, for example, positions BDI to maximize the application for, and uses of, State appropriations. Fred Donovan, Sr. will be assigned as the Legislative Liaison for this program.

A listing of our Program Development services includes: • Local, State and Federal Governmental Processes and Programs

Analysis • Program/Project Conceptualization and Establishment • Funding Justification & Acquisition • Economic Development Program Facilitation • Capital Improvement Feasibility Studies

Small Disadvantaged Community Grants

Panama City Beach Reuse $18,500,000City of Apalachicola Reuse (est.) $16,500,000City of Milton WWTP (est.) $10,000,000City of Carrabelle WWTP Expansion (est.) $34,000,000City of Chipley AWT-WWTP & Reuse (est.) $19,500,000City of Graceville Collection System (est.) $ 6,500,000City of Sopchoppy $ 7,000,000City of St. Marks $ 850,000City of Parker $ 1,200,000Midway $ 3,300,000City Dade City $12,000,000City of Vernon $6 ,500,000

Clean Water State Revolving Fund Loan (SRF)

City of Melbourne $10,824,000City of Milton $12,500,000City of Apalachicola $ 8,000,000City of Carrabelle $26,000,000Panama City Beach $18,000,000Callaway/Bay County $15,000,000Lanark Village $ 500,000City of St. Marks $ 1,475,000City of Chipley $23,000,000City of Graceville $ 6,500,000Dade City $10,000,000Eastpoint $ 750,000Bay County Military Point $21,000,000Deltona $16,000,000


OrganizationWe combine our cutting-edge engineering services with non-traditional services to help our clients develop a creative, 360 degree view of projects and programs.

At Baskerville-Donovan, Inc. (BDI) we bring over 80 years of engineering experience to every client we serve! Any firm that has been in business for 80 years has been doing things right. For BDI, all of this experience is concentrated in Florida. As many Florida communities have grown, our expertise has also grown. With a staff of over 100 professionals in the state, Baskerville-Donovan, Inc. has come to represent the very best the engineering consulting industry has to offer Florida’s local communities.

Organization

Florida is our home. When BDI first opened for business in 1927, there were less than 2 million Floridians living in the entire state. In those days, Florida was a small, rural state with (seemingly) unlimited environmental and natural resources. With over 17 million Florida residents today, BDI continues to play an important role in the transformation of our state. From the beginning, BDI has been defined by local presence. Our professionals live, work, drive on the roads, drink the water and raise our families in the same communities that we help design. Every project, large or small, has a direct impact on the quality of life for the BDI professionals involved in the planning and engineering process. From the beginning, our firm has promoted this ethic among our staff. BDI does not ship major design projects out of state for production. In every case, BDI ensures that a substantial contingent of our design team lives and works within a short drive of project areas. We take personal ownership and pride in the projects we engineer. We will handle the majority of this project from our local Tampa Office just a short distance from the City of Dade City.

BDI has over a dozen local staff located within minutes of Dade City. In addition our Program Director Tom Vill is in a excellent position to provide rapid project response. The remainder of our company’s resources are located in similar communities around Florida. Many of our professionals are local residents. As such, BDI is well staffed and positioned to provide quick, local service. Most importantly, BDI’s Project Manager, Mark Shaeffer, PE, working out of our Tampa office, has significant experience working on similar projects, and is in a very favorable position to provide rapid, real-time response for any assignment under this contract.

Over recent decades, many of the old Florida-based engineering firms have been acquired by larger out-of-state and overseas organizations. BDI has chosen a more service-oriented path. With most local firms now controlled by a



II. Specialized Organization

shrinking number of large, international corporations, BDI offers a uniquely personalized consulting option. Our business advantage is a direct extension of our Florida specialization and roots. We understand our state and our construction environment better than any other firm in the market. We do not have to convince out-of-state corporate decision makers that our Florida clients require specialized resources and attention. We find that our clients appreciate the intimate attention that only a locally-staffed, Florida-based company can bring to a project or program.

The Right Size

Today, BDI is large enough to handle almost any project, but small enough to guarantee that company principals will be directly involved in both design and construction. Because many of the local key players in many of our competitor’s organizations are not even recognized on corporate organizational charts, we believe this is our most potent advantage.

At BDI, our internal focus is on Team. Our corporate goal is to create an environment that allows our project managers to be successful. For all tasks under this contract, Dade City professional staff will have access to a wide range of highly qualified professionals and well-coordinated project teams. Our project management, communications and staffing plan ensures that City staff will have consistent, uninterrupted access to our services throughout the duration of the contract. All team members will operate under the direct daily supervision of Project Manager, Mark Shaeffer.

At BDI, our internal focus is on Team. Our

corporate goal is to create an environment that allows our project

managers to be successful.


II. Specialized Organization

Baskerville-Donovan, Inc. is committed to providing local staffing solutions for Dade City. This begins with our Project Management staff.

Project Management: Local Government Specialization

For this contract, Mark Shaeffer, PE, Project Manager is located a short drive from project areas and City administrative offices. Mark is supported by a strong local staff that is fully credentialed and has achieved the highest level of technical expertise in environmental engineering.

Over his two decades of engineering experience, Mark has developed a deep understanding of the problems and challenges associated with developing public infrastructure projects in Florida. Mark understands the budgetary, political, logistical, legal and regulatory issues unique to local government throughout Florida. Mark brings a mature, experienced professional bearing to the BDI team.

Local Government Specialization

Our company organization and culture is a natural extension of the services we provide; everything we do is tailored to our Florida local government specialization. All of our production, management, program development and administrative resources are organized to support our most valuable engineering professionals like Mark Shaeffer and Tom Vill. Around the state, our seasoned Project Management staff understands the needs and challenges of professionally managed government. We understand how important it is to seamlessly integrate our team with the clients we serve. Our

responsive staff becomes a valuable and qualified extension of the client’s professional staff. We build strong relationships within our communities and maintain an active presence in local community, professional and business organizations. To keep abreast of current events, Baskerville-Donovan, Inc. (BDI) professionals regularly attend public meetings and professional association conferences. Our experience clearly demonstrates that a well-informed and involved Project Management staff provides our clients with superior products and services.

Project Manager & Program Director

Assignments

In the local government consulting environment, our experience has shown that three (often competing) requirements influence Project Manager assignments:

1. Specific Technical Proficiency and Credentials 2. Proximity to Project and Client3. Limiting Client Points-of-Contact

For this RFQ, we believe our Project Manager, Mark Shaeffer, has very efficiently balanced all three priorities. In accordance with our philosophy, our staffing plan features a single Project Manager. This ensures that Dade City professional


City of Dade CityCDBG Replacement of Lift Stations

City of Dade CityLennie M. Naeyaert P. E., Public Works Director / City Engineer38020 Meridian AvenueDade City, FL 33526(352) 523-5051

Project Location: Dade City, FL

The City of Dade City has an aged utility system that was originally constructed in the late 1940’s and early 1950’s. Due to the lack of growth in the area and low income, the system has been repaired as needed and kept running with emergency repairs and crisis management. BDI was hired in 2004 to assist the City in developing a program that would begin to repair this system with various funding sources, including the FDEP Small Disadvantaged Community Grant, SRF loans, USDA Rural Development Grants and Loans and Southwest Florida Water Management District. In 2007 the City was able to use a Community Development Block Grant (CDBG) to fund a Belt Filter Press (BFP) at the WWTP which saved the rate payers of the utility money by not having to transport liquid sludge, and transport sludge cake instead. By eliminating the water in the sludge the haul cost were reduced ten-fold.

In 2009 the BFP grant was closed and Dade City had designed a water tank and booster pumping station for the water system. The City of Dade City applied for a CDBG Grant to upgrade the water system; the project was determined to be ineligible due to location criteria. The City Engineer, (now retired) contacted the BDI Team to proceed with the lift station project, which, due to time constraints, was designed and permitted in less than 45 days. The permits included FDEP, and FDOT R/W Use Permits through FDOT District 7.

The project consists of the replacement of lift stations 1, 3, and 11 include establishing 24/7 bypass operations while constructing the new lift stations in the same footprint as the existing. Due to easement constraints and locations, obtaining new sites was not an option. The BDI team, developed temporary bypass pumping schemes with minimum infrastructure being built to enable the project to move forward. To date, the project has been bid, and will be under contract by March 2010.

BDI is assisting the City to meet the requirements of these grants and has also aided in securing a low-interest loan from the state. Currently, BDI is working with the City on the evaluation and rehabilitation of the City’s entire sewer system including its WWTP, a sludge dewatering facility, and the preliminary design for the expansion of their sewer system.

BDI services included:• Funding Administration• Survey• Design• Permitting• Bid Services• Construction Observation, • Certifications and Record Drawings


WATERSYSTEMMODELING

City of Palm BayWater Master Plan and GIS Based Hydraulic Model

In 2005, the City of Palm Bay wanted a comprehensive Water Master Plan to address the rapid growth within and surrounding the City. BDI developed a comprehensive GIS-based hydraulic model for the evaluation of the City’s water distribution system. This model helped in the selection of projects for the water system Capital Improvements Program. The water modeling software package used was Haested Methods WaterGEMS. BDI also prepared a Master Plan for the City including raw water supply, water treatment capacity, pumping, storage, and distribution. The Master Plan included improvement projects with cost estimates for the five-year, ten-year, and ultimate buildout planning scenarios.

Model development consisted of utilizing the City’s GIS data to construct and link the model with the GIS databases for future use and updates to the system. GIS was used in creation of the water demand through feature datasets including city parcels, water distribution piping, water user information, and customer billing data. In addition to the model development, GIS was used for presentation of the model results and incorporated into the final Water Master Plan Report.

Follow-up work on the project included additional model simulations to evaluate new developments and modeling support for FDEP permits. Training was provided to City staff on the model development and use of the modeling software.

BDI Services Included:• Hydraulic Modeling• GIS Services • Master Planning • Training

City of Palm BayMr. Dan Roberts, P.E.

(321) 952-3410250 Osmosis Drive SE

Palm Bay, FL 32909

The first step in any hydraulic modeling effort is the data collection and system investigation. The effort begins with a meeting among BDI and appropriate staff to discuss in detail the available data, field data to be collected, extent of the modeling, and contents of the final report (i.e. Water Master Plan). The primary goal of the initial meeting is to fully understand the goals, expectations, objectives, and restraints of the project. This phase includes a review of all existing documentation, in-depth field review of existing equipment, and review existing plans and reports. A field evaluation of the water system will include a physical investigation of each treatment plant, wellfield, storage tank, pump station, and control equipment connected to the system. Field testing used in the modeling may include pressure monitoring, flow monitoring, fire hydrant testing, head loss testing, pump performance tests, and water quality testing. Historical system data collected, coupled with the field evaluation data is used to determine the appropriate peaking factors for the model.

The second step, if necessary, is to develop the flow projections to quantify the future water demand typically in five-year, ten-year, and ultimate buildout intervals. Normally, BDI utilizes current population projections provided by the City to determine the future water flows. Meetings with appropriate staff would be conducted to identify the location and expected demand of all existing water customers, proposed developments, areas of potential growth, and potential annexation areas. Information collected to determine future water flows include the historical quantity of water consumed, spatial location of additional water consumers, and the time frame for which new water consumers connect to the system. From this flow projection, the proposed improvements would be identified and simulated using computer modeling software to allow for planning of capital improvement projects.

The third step in hydraulic modeling is the actual development and implementation of the hydraulic model. After the level of modeling necessary to meet the goals is determined, the most appropriate software (such as WaterGEMS, WaterCAD, H2OMap, etc.) would be selected. First and foremost, the software selected would be adequate in performing the necessary simulations. Other factors that would be considered include software cost, familiarity, acceptance, ease of use, and compatibility with other software (GIS, CAD, etc.). Modeling of the existing water system will require careful review of system data from previous reports, modeling efforts, design plans, and record drawings as well as working with the appropriate staff thoroughly familiar with the system. Field data from the first step (pressure readings, flowmeter readings, tank levels, fire flow tests, and pressure monitoring) is used to calibrate the model to acceptable


IV. Specialized Knowledge

Destin Water Users, Inc.Master Plan

BDI developed a master plan for Destin Water Users to reduce its dependency on coastal wells for its potable water supply. The plan was unique for Northwest Florida because it included extensive testing and modeling of the Lower Floridan Aquifer in the Destin area. BDI had obtained earlier data in an exploratory well indicating that although the Lower Floridan was unsuitable for potable water due to high chloride concentrations, it might serve as a feed water resource for low pressure reverse osmosis treatment.

Extensive testing demonstrated that the resource did have limited potential; however, significant risks of escalating treatment cost led to the formation of a water supply company with the South Walton Utility Company, Destin’s neighbor to the east.

BDI recommended that conservation measures be taken to reduce the current and future water demands of the DWU service members. In 1995, water use was estimated at 150 gallons per capita day when typical averages were at 120-130 gallons per capita day. The following measures were suggested to reduce per capita water consumption:

• Continue to expand reclaimed water for residential irrigation

• Modify water rates with a steeper inverted scale• Reduce volume of water included with minimum billing• Require water conserving plumbing in new

construction

BDI Services Included:• Master plan• Studies• Reports • Testing and Modeling• Recommendations for Treatment

Destin Water UsersRichard Griswald, PE, General Manager

218 Main StreetDestin, Florida 32541

(850) 837-6233

DESTIN WATER USERS, INC.

standards while simulating actual conditions. Following development and calibration of the model, simulations of the existing conditions would determine appropriate improvements to the current system. Typically, simulations would be conducted to cover expected growth and annexation consistent with the City capital improvement program (CIP) duration, such as five-year, ten-year, and ultimate build-out conditions. Other what-if scenarios would be conducted as needed or as requested. Following completion of the modeling effort, BDI can provide presentation/training on the model used in the evaluation to allow staff to get comfortable with the hydraulic model. In addition, BDI staff would be available to perform additional model simulations or provide continued support of the model.

The modeling effort is concluded with a comprehensive Water Master Plan document. Following completion of the modeling, a comprehensive Water Master Plan Document provides a summary of the work completed. The document includes the background information collected and evaluated, results of the field evaluation, description of the model development, calibration, and simulation. The focus of the master plan is to recommend improvements, provide the related preliminary cost estimates, give prioritization to these improvements, and identify potential funding sources. This Master Plan document would act as a planning guide for the City and as a tool for development of CIP projects.

Water System Modeling Experience

• Bay County - Hydraulic Modeling Master Plan• Berrydale Water System - Master Plan• Central Water Works - Master Plan• City of Bonifay - USDA Rural Development Water Systems

Improvements• City of Bagdad - Garcon Point - Water System Master Plan• City of Carrabelle - Water Model• City of Milton - Water System Hydraulic Model • City of Pace - Water and Wastewater Master Plan• City of Titusville - City-wide Water System Hydraulic Model• City of Palm Bay - Water Master Plan and GIS Based Hydraulic

Model• City of Panama City Beach - Ground Water Supply & Hydraulic

Modeling• City of Sopchoppy - Water Master Plan• City of Apalachicola - Water Master Plan • City of Titusville - Water Master Plan• Destin Water Users, Inc. - Master Plan for Water and Wastewater

Systems• East Milton - Water System Master Plan• Fairpoint Regional Utility System - Master Plan• Hurlburt Field Air Force Base - Water Model• Moore Creek-Mount Carmel Utilities - Water Master Plan• McCall Water System, Inc. - Water System Expansion• Panacea Area - Water System Master Plan• Point Baker Water System - Water Master Plan • South Santa Rosa Utility System - Water Master Plan• South Walton Utility Company - Water Master Plan

Since 1927, Baskerville-Donovan has played a critical role in the development of Northwest Florida. That longevity was earned with quality.

Baskerville-Donovan has been a part of the Pensacola landscape for so long because we are committed to the responsible, progressive development of the community we call home. Our work has helped shape the face of Northwest Florida and provided a strong foundation for its economic development.

The new Central Water Reclamation Facility is another giant leap forward for our region and for the people who live here. We appreciate the chance to once again make history by building for the future.

Baskerville-Donovan has been a partner in the Northwest Florida community for the last 83 years – and we’ll be here for many years to come.

Proud Heritage Bright Future

Promoting Economic Development Through Innovative Infrastructure Solutions

Engineering Northwest Florida’s Infrastructure

www.baskervilledonovan.com

Pensacola - Mobile - Destin - Panama City - Apalachicola - Tallahassee - Tampa - Melbourne

Construction of the original Bayou Texar Bridge at Gadsden Street, c.1930

Baskerville-Donovan meets with the original members of the Santa Rosa Island Authority to discuss plans for

the development of Pensacola Beach, c. 1950

Pensacola Beach Pier, Hurricane Ivan, 2004

Advertisement:2-Page Spread


Since 1927, Baskerville-Donovan has played a critical role in the development of Northwest Florida. That longevity was earned with quality.

Baskerville-Donovan has been a part of the Pensacola landscape for so long because we are committed to the responsible, progressive development of the community we call home. Our work has helped shape the face of Northwest Florida and provided a strong foundation for its economic development.

The new Central Water Reclamation Facility is another giant leap forward for our region and for the people who live here. We appreciate the chance to once again make history by building for the future.

Baskerville-Donovan has been a partner in the Northwest Florida community for the last 83 years – and we’ll be here for many years to come.

Proud Heritage Bright Future

Promoting Economic Development Through Innovative Infrastructure Solutions

Engineering Northwest Florida’s Infrastructure

www.baskervilledonovan.com

Pensacola - Mobile - Destin - Panama City - Apalachicola - Tallahassee - Tampa - Melbourne

Construction of the original Bayou Texar Bridge at Gadsden Street, c.1930

Baskerville-Donovan meets with the original members of the Santa Rosa Island Authority to discuss plans for

the development of Pensacola Beach, c. 1950

Pensacola Beach Pier, Hurricane Ivan, 2004

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Handout: Folded Flyer for new WWTP


Website: Bigfoot Canvas

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