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April 13, 2015 Eric Williams, PE 2015 North Carolina Spring Conference NC AWWA-WEA Replacing an Existing Elevated Storage Tank on the Same Site

Replacing an Existing Elevated Storage Tank on the …c.ymcdn.com/sites/ · April 13, 2015 Eric Williams, PE 2015 North Carolina Spring Conference NC AWWA-WEA Replacing an Existing

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April 13, 2015Eric Williams, PE

2015 North Carolina Spring ConferenceNC AWWA-WEA

Replacing an Existing Elevated

Storage Tank on the Same Site

Existing Facilities

Maintenance Issues

Tank Alternatives

Challenges

Bid Challenges

Tank Construction

Tank Demolition

Construction Costs

Project Location

Project Location

01 Existing Facilities

2 Inch -12 Inch Water Lines

Materials Including PVC, Ductile Iron and Asbestos Cement

3 Master Meters

2 Elevated Storage Tanks

Existing Facilities

Constructed in 1998

Capacity – 250,000 Gallons

Style – Single Pedestal

Contractor – Brown Steel Contractors

West End Elevated Storage Tank

Constructed in 1973

Capacity – 200,000 Gallons

Style – Leg

Overflow Elevation – Approximately

2.2 Feet Lower than West End Tank

Contractor – Brown Steel Contractors

East End Elevated Storage Tank

02 Maintenance Issues

Tank in Need of Painting

Repainting would Require Complete Shrouding

Drip Line of Tank Extended Over 2 Adjacent Properties

East End Storage Tank Maintenance Issues

03 Tank Alternatives

Repaint and Repair Existing Tank

oCosts were Estimated at $500,000-$600,000 (Lead Based Paint)

oTank Would Still Be 40+ Years Old

Build a New Tank

oCan Increase Capacity

oCan Match West End Overflow Elevation

oCan Match Tank Style

oFuture Maintenance Less Costly

East End Storage Tank Alternatives

04 Challenges

New Tank Construction

Close Proximity of Homes

Pile Installation

Painting

Telecommunications Facilities

Demolition of Existing Tank

Resort/Vacation Destination –

Construction Schedule

Restrictions

Challenges

Challenges - Tank Site

05 Bid Challenges

Planned to Bid Tank Construction and Tank Demolition Separately

Only One Bid Received on Bid Day

Only One Bid Received on the Rescheduled Bid Day

Bid not Submitted by a Tank Contractor – A. C. Schultes

Bid Received Exceeded Budget

Able to Negotiate a Lower Price

Negotiations Included Adding Tank Demolition

Bid Challenges

06 Tank Construction

Water Line Installation

12-Inch Water Line

Design was to Cut In New Tee

Existing Isolation Valve Would not

Hold

Tank Construction

Foundation Installation

Driven 12-Inch Steel H Piles

Minimum Depth Required - 40 Feet

Monitored Vibration at Adjacent Homes

Noise Restrictions (8:00 am – 8:00 pm)

Pile Cap – 4 Feet Thick by 2.5 Feet

Wide

24 – 2” Anchor Bolts by 3 Feet 4 Inches

Long (To Extend 7 Inches Above

Concrete)

Tank Construction

Structure by Caldwell Tanks

Challenges

oClose Proximity of Homes

oTotal Site – Less than ½ Acre

oStorage Space for Steel

Components

oExisting Tank

oTelecommunications Structures

Tank Construction

Structure

Single Pedestal

Complaints/Damage to

Private Property

Tank Construction

Painting

Shrouding Required –

Tightly Woven Nylon

Windy Conditions –

15 mph Maximum

Summer Season

Restrictions

Tank Construction

Shrouding

Outriggers

Extensive Cabling

Equipment at Base of Tank for Raising and

Lowering Shroud

Tank Construction

Paint by Tnemec

Interior (Dry) – 2 Coat System

o Shop Prime – 5.0 mils Series N-140 Epoxy

o Stripe Coat – 5.0 mils Series N-140 Epoxy – For all Seams

and Abraded Areas

o Finish Coat – 5.0 mils Series N-140 Epoxy – Stripe Coat

then Full Coat

Interior (Wet) – 3 Coat System

o Shop Prime – 3.0 mils Series 94 Hydro-Zinc

o Stripe Coat – 3.0 mils Series 94 Hydro-Zinc – For all

Seams and Abraded Areas

o Finish Coat –

• 5.0 mils Series N-140 Epoxy – Stripe Coat to all Weld Seams,

Edges, Corners, Bolts and Nuts – Tank White

• 5.0 mils Series N140 Epoxy – Beige Color

• 5.0 mils Series N140 Epoxy – Tank White

Tank Construction

Paint by Tnemec

Exterior – 4 Coat System

o Shop Prime – 3.0 mils Series

94 Zinc Rich Polyurethane

o Stripe Coat – 3.0 mils Series

94 – For all Seams and

Abraded Areas

o Finish Coat – 3 Separate

Coats

• 3.0 mils Series N69 Hi-Build

Epoxy

• 2.0 mils Series 73 Endura Shield

(Polyurethane Enamel)

• 2.5 mils Series 700 Hydroflon

Tank Construction

Standby Generator for SCADA

Electrical and SCADA Equipment

Discharge Headwall Structure

Altitude Valve

Tank ConstructionTank Components

Telecommunication Vendors

ATMC/AT&T

Verizon

Town

Communication

Antenna

SCADA Antenna

Tank Construction

Verizon ATMC/AT&T

Telecommunications

Cabling in Tank

Cabling Continues Through

Access Tube

Tank Construction

07 Tank Demolition

Protect

Telecommunications

Structures

Protect Brand New

Tank

Loading of Steel

Components

Tank Demolition

No Complaints or Damage

During Demolition

Three Days from Start to

Finish

Tank Demolition

Valve Vault

Other Structures

Tank Demolition

08 Construction Costs

Original Budget - $1,400,000

As Bid Without Demolition - $1,574,618

After Negotiations with Demolition -

$1,498,600

Final Cost after Change Orders -

$1,475,038.75

Approximately $35,000 Paid by

Telecommunications Vendors

Construction Costs

QUESTIONSEric Williams, PE

[email protected]

910/575-8800