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Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Page 1: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

Technical ReviewNeeded Fire Flow Analysis

Developer Services Summit

November 16, 2010

Engineering - Asset PlanningJoe Dugandzic, PE

Technical ReviewNeeded Fire Flow Analysis

Developer Services Summit

November 16, 2010

Engineering - Asset PlanningJoe Dugandzic, PE

Page 2: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Water System Design

Public water systems are generally designed and analyzed hydraulically based on:

1. Peak hour domestic demands

2. Emergency condition purposes (typically fire fighting and or power outage)

Page 3: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Service Application Process: Who Does What?

Developer: Procures Design Professional to calculate domestic and fire flow demands. Ensures that Fire Official signs Needed Fire Flow (NFF) Worksheet.

Design Professional: Calculates expected domestic demands and building’s NFF. Typically will prepare and sign the NFF Worksheet on behalf of Developer.

Water Company: Evaluates system hydraulic and storage capabilities based on Design Professionals demand calculations. If necessary, identifies system improvements to adequately deliver NFF.

Page 4: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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What Water Company Does Not Do

Prepares or reviews any Automatic Fire Suppression System (AFSS) calculations

Requests Fire Official to sign NFF Worksheet

Requires existing customer base to finance system improvements to be used for applicant’s benefit.

Page 5: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Water Company “Behind the Scenes” Analyses

Performs regulated Supply Capacity review to ensure system can add new customer demand.

Performs Hydraulic Modeling analyses using applicant’s projected demands. Extended Period Simulation identifies if new demands will create any service pressure, excessive velocity, or storage impact(s) to existing system.

Page 6: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Water Supply Essentials for Fire Fighting

Rate of flow (gpm)

Residual pressure at that flow (psi)

Expected duration to contain a fire (hours)

Total quantity of supply needed (gallons)

Page 7: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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1,000 feet, 6-inch Diameter, C=100

500 feet, 6-inch Diameter, C=100

500 feet, 8-inch Diameter, C=100

48 psi

29 psi

17 psi

48 psi

750 gpm

750 gpm

Existing System + New Demands + 750 gpm NFF

OK

NG

Example: NFF creates <20 psi residual pressure

Existing System + New Demands + 750 gpm NFF

Page 8: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Existing System with 500 gpm NFF

Existing System + New Demands & 750 gpm NFF

75,000 gallons

75,000 gallons

15,000 gallons

0 gallons

500 gpm x 120 mins = 60,000 gallons

750 gpm x 120 mins = 90,000 gallons

OK

NG

Example: NFF could drain existing storage volume

Page 9: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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American Water Planning Criteria

DISTRIBUTION PIPING, PUMP AND STORAGE EVALUATION

The ability of distribution system facilities to provide safe, adequate and reliable service to customers is analyzed based on:

• forecasted customer demands, and

• fire protection requirements

Page 10: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Analysis of Facilities

Pipelines Storage tanks Booster stations Emergency power

Under peak demand conditions, a number of minimum standards should be met for each of these facilities.

Page 11: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Pipelines

Distribution system mains are considered adequate if they can meet customer demands at a minimum system pressure of 20 psi.

Fire protection requirements should be met while maintaining a minimum pressure of 20 psi in the distribution system.

Note: State and local guidelines may require that higher pressures be maintained.

Page 12: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Distribution Storage

Storage facilities are considered adequate if the effective volume of the facility, or groups of facilities acting together, provide sufficient volume to meet equalization needs and a fire protection reserve (if necessary) during maximum day demand events.

State regulations are also considered as they relate to a particular distribution system.

Page 13: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Page 14: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Calculating Fire Flow Rates:ISO Guide For Determination of Needed Fire Flow

Chapter 6 – Determining Recognition of Automatic Sprinkler Systems. ISO uses Specific Commercial Property Evaluation Schedule (SCOPES) to determine credit reduction of NFF for automatic sprinkler system protection.

Must be installed and maintained in accordance to NFPA. Potential NFF credit reduction is not given until an ISO field inspection is conducted.

Page 15: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Calculating Fire Flow Rates

What NFF should be requested on an application for service to New Jersey American Water?

ISO Non-Sprinklered NFPA Sprinklered Somewhere in between

Page 16: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Page 17: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Page 18: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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AWWA Manual of Water Supply Practices M31:

Preface

Addresses the planning, design, and maintenance of distribution systems that supply water for fire protection and suppression.

The emphasis is on public water systems and not on water systems exclusively designed for fire protection.

The adequacy of a water distribution system for fire protection depends on the fire flows required.

Page 19: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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AWWA Manual of Water Supply Practices M31

Water Supply Requirements for Sprinklered Properties (p. 40)

A fire can occasionally overcome the capacity of a sprinkler system.

Required fire flow for sprinklered properties consists of the flow required for sprinklers, including a hose-stream allowance or 500 gpm, whichever is greater.

Page 20: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Calculating Fire Flow Rates

Based on the initial capital cost and operational expense incurred by building owners for installing an AFSS, American Water believes that some credit could be provided at the time of a service request. The NFF Calculation Worksheet was developed to ascertain NFFs at both ends of the spectrum.

It also is used to provide the local fire official an opportunity to acknowledge the building plans and provide experienced input for additional allowances for “outside” hose streams and adjacent structure exposure.

Page 21: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Calculating Fire Flow Rates

NFF Calculation Worksheet

Developed by New Jersey American Water as a screening tool

Although the higher NFF value is based on ISO’s “non-sprinklered” formulas, the worksheet is not endorsed or sanctioned by the ISO

The NFPA 13 Automatic Sprinkler System value is not checked or approved by the water company or the local Fire Official

Should be used as a guide in determining the “water system” NFF

Page 22: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Calculating Fire Flow Rates: Commercial and Multi-Family Buildings

New Jersey American Water is not responsible for operating and maintaining an AFSS. With an agreement from a building or property owner to be diligent in the AFSS maintenance, the company will consider recognizing an AFSS reduction for commercial or multi-family buildings or structures to a minimum of 1,000 gpm, should the NFPA 13 automatic sprinkler system flow, and requested fire official hose stream allowances be equal to or lower than 1,000 gpm.

Page 23: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Calculating Fire Flow Rates: Residential One- and Small Two-Family Dwellings

If a new one- and small two-family dwelling is proposed with individual AFSSs, New Jersey American Water will recognize a NFF credit. In lieu of using ISO’s “non-sprinklered” NFF determinations (Table 7, Guide For Determination of NFF), the company will reduce the small residential dwelling NFF to a minimum of 500 gpm, provided the NFPA 13D automatic sprinkler system flow and requested fire official hose stream allowances are equal to or lower than 500 gpm.

If the proposed development does not include AFSS, ISO’s Table 7 NFF will then govern.

Page 24: Technical Review Needed Fire Flow Analysis Developer Services Summit November 16, 2010 Engineering - Asset Planning Joe Dugandzic, PE

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Thank You.

Questions?

Lets now review the NFF Calculation Worksheet.

Emphasize Residential vs. Commercial/Industrial