for geothermal heat pump...

i

BASIS OF DESIGN

FOR

GEOTHERMAL

HEAT PUMP SYSTEM

Prepared f o r the School Construction Corporation

June 19,2003

for the

Newark Science Park High School Newark, New Jersey

qnhorn Yaffee Prescott, Architecture & Engineering, P.C.

Newark Science Park High School Newark Public Schools

TABLE OF CONTENTS

EXECUTIVE SUMMARY

SIWCIVIL

W A C

ELECTRICAL

ARCHlTECTURAL

STRUCTURAL

PLUMBING AND FIRE PROTECTION

APPENDIX A DESCRIPTION OF BUILDING SYSTEMS

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School Construction Corporation Basis of Design Einhorn Y affee Prescott 611 9/03 Table of Contents


CHAPTER I - EXECUTIVE SUMMARY

A. INTRODUCTION The purpose of this report is to identify the Basis of Design to implement a geothermal heat pump system for the Newark Science Park High School.

This document will serve primarily as a basis for discussion, first with the School Construction Corporation (SCC) and the Project Management Firm (PMF) and secondly at a separate meeting with the Newark Public Schools (NPS) representatives.

B. FUNDAMENTAL DESIGN ASSUMPTION Block 225 will be used for the Geothermal Field. City of Newark and public utilities will agree to an easement for crossing under the 13* Avenue utilities. The point of entry will be along 13* Avenue or Richmond Streets. The Geothermal field will be sized for heating. To size the for cooling would require a larger geothermal field. Summer cooling will be achieved through cooling towers. Rock will be encountered 9 to 10 feet below the 1 3 ~ Avenue paved surfaces. Opportunities to reduce the building's foot print, gross square footage and volume will be investigated.

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School Construction Corporation Basis of Design Einhorn Y affee Prescott 611 9/03 Chapter I


CHAPTER I1 - SITE/CIVIL ISSUES

A. COORDINATION WITH PUBLIC AGENCIES 1. Need to schedule meeting with City of Newark Engineer to review the

protocol and logistics for easement requirements. 2. Need to schedule meetings with PSE&G, Verizon, gas, water and sewer

utilities to confirm clearances and easement. 3. Need to confirm there are no buried utility lines on block 225.

B. GEOTHERMAL WELL FIELD 1. Bores will be 450 feet deep 2. Supply and return headers will be 4 feet below grade 3. Need to coordinate with proposed grassy and depth synthetic grass athletic

fields, water retention system under the parking areas and along Richmond Street.

C. 1 3 ~ ~ AVENUE 1. Need to confirm invert elevations of utility. 2. Need to obtain utility easements and clearances. 3. Presently water and gas mains are 4 to 5 feet below street level. 4. Anticipate geothermal piping will be encased in concrete pipe or duct,

approximately 10 feet below grade. 5. Street closure and detour during trench operations.

D. COORDINATION WITH BLOCK 225 1. Proposed water lines for athletic fields 2. Drainage lines from paved parking areas 3. Proposed athletic field and perimeter fence's posts locations 4. Retaining walls and associated geogrid systems. 5. Sealed light pole bases and electrical conduit runs.

E. STORMWATER RETENTION 1. Under the parking lot on block 225 2. Along Richmond Street

F. SITE PREP AND DEMOLITION 1. Need to identify remaining footings and foundations of demolished structures. 2. Need to identify which sites will be readably available. 3. Need to plan around underground storage tanks (UST), contaminated soil to

be removed, site restoration and re-grading of site.

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School Construction Corporation Basis of Design Einhorn Y affee Prescott 611 9/03 Chapter 11


CHAPTER 111 - HVAC ISSUES

A. MECHANICAL EQUIPMENT ROOM 1. There are 3 options available:

Relocate MER south towards unexcavated areas MER remains in same place, same size MER remains in same place, but smaller

2. The suggestion is to keep the MER in the same place; but smaller. 3. The height of the MER will be reduced, due to equipment height, that will

eliminate the need to depress the MER floor slab.

B. POINT OF ENTRY LOCATION 1. There are 2 options:

Along column line A Along column line L

2. The suggestion is to go along the Richmond Street paved areas.

C. POINT OF ENTRY METHOD 1. There are four options to consider:

Enter at exterior storage room Bury under slab Bury in concrete pipeJduct Along Richmond Street paved areas

2. The suggestion is to go along the Richmond Street paved areas.

D. PHYSICAL PLANT 1. Boilers, presently two @ 3200 MBH; potentially two @ 1000 MBH 2. Pumps, presently 10; potentially 3 3. Floor drains, presently 8; the quantity will be reduced when the size of the

MER is reduced - but re-configured

E. DISTRIBUTION SYSTEMS 1. Shafts should remain same size

F. CORRIDORS 1. Replacing fan power boxes and VAV boxes with heat pumps 2. Adding Geothermal piping loop; both supply and return lines 3. No change to above ceiling clearance

School Construction Corporation Basis of Design Einhorn Yaffee Prescott 6/19/03 Chapter I11


G. COOLING TOWERS 1. Presently two cells at 4500 gprnleach 2. Need to install new water to water heat pumps (little chillers) 3. Cooling towers will be reduced in size and will provide peak load (summer)

cooling. 4. Will be sized to handle water to water pumps 5. Will not be used in Winter which means NPS will need to drain in the fall and

re-fill in the Spring.

H. NEW COOLING TOWER OPTIONS 1. There are 3 options to consider:

#1 Induced draft (present design) #2 Closed Circuit #3 Air Cooled Condesers

2. No suggestion will be made until additional analysis is performed.

I. PENTHOUSES 1. MER #1- could get smaller 2. MER #2 - could get smaller 3. MER #3 - will be smaller

J. PENTHOUSE EQUIPMENT 1. Present design, AHU's provide conditioned air (heating and cooling).

Proposed design is for A m ' s to provide outside air. 2. AHU-PHI and pH2 are used for outside air 3. AHU-PHI will be reduced in size 4. AHU-pH2 will be reduced in size 5. AHU-PH3 (Library) will be replaced with local heat pumps

K. HOT WATER PIPING 1. Used for comdors, stairs and MER's. 2. Will be reduced in size. 3. Will need to add more shut-off valves in shafts and corridors.

Potentially will need more access doors and accessible ceilings to access the hot water piping - need to give consideration to architectural ceilings finishes.

L. NATATORIUM EQUIPMENT 1. No change to equipment due to nature of space. 2. Existing unit will be disconnected from cooling tower. 3. Proposed unit will be connected to geothermal field.

M. MUSIC AND ARTS EQUIPMENT 1. AHU-PH9 will be deleted and replace unit with individual heat pumps

School Construction Corporation Basis of Design Einhorn Yaffee Prescott 6/19/03 Chapter III

Newark Science Park High School - Newark Public Schools

2. Use remaining floor space for water to water heat pumps

N. AUDITORIUM EQUIPMENT 1. There are 2 options to consider:

Option #1 leave as is Option #2 replace AHU-PH6 with individual heat pumps

2. No suggestion has been made until further analysis is performed.

0 . GYMNASIUM EQUIPMENT 1. No change to equipment due to function of space

P. CAFETERIA EQUIPMENT 1. No change to AHU-PH4, due to function of space

Q. LEAK DETECTION - 3 SYSTEMS 1. There are 3 systems within the proposed design.

Flow switch alarm on make up water equipment Pressure gauge Temperature guage

2. Need to understand that alarm will not identify which bore or loop has failed. 3. Repair or replacement of bore will require digging up field and or paved areas.

R. COOLING TOWER 1. Will be reduced in size because they will be used primarily for peak cooling

(summer). 2. Will provide conditional air for the Gymnasium, media, atrium, auditorium,

natatorium and their ancillary spaces.

S. SUMMER LOADS 1. Cooling load is greater than heating. 2. Geothermal well field will be sized for balanced loads. 3. The resultant is the use of smaller cooling tower.

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School Construction Corporation Basis of Design Einhorn Yaffee Prescott 611 9/03 Chapter 111


CHAPTER IV - ELECTRICAL ISSUES

A. ELECTRICAL SERVICE ROOM 1. The change on HVAC equipment will require more heat pumps, and water

to water pumps, there by increasing the number of electrical circuits. 2. Will be enlarged due to large switch boards

B. MAIN DISTRIBUTION 1 . Presently four circuits at 6" diameter each. 2. Larger switchboards will require more branch circuits, specifically those

running under the slab.

C. SHAITS 1. Predict the need for more risers due to the need for more pumps

D. ELECTRICAL CLOSETS 1. Need to increase in size due to dedicated panels for heat pumps 2. Potentially there will be 2 to 3 more panels per floor 3. ,

Need to plan for straight horizontal and vertical runs .

E. EMERGENCY GENERATOR 1. Remains the same

F. PENTHOUSE LOADS TO BE CONFIRMlED 1.. MER#l @50KW 2. MER#2 @ 50KW 3. MER #3 @ 60KW

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School Construction Corporation Basis of Design Einhorn Yaffee Prescott 6/19/03 Chapter IV


CHAPTER V - ARCHITECTURAL ISSUES

A. BUILDING FOOT PRINT CHANGE 1. Potential reduction in basement square footage due to reduced MER. 2. Potential increase in basement due to larger electrical service room.

B. MEP SUPPORT SPACES 1. Depressed slab in basement MER will be eliminated 2. Electrical service room in basement will be enlarged 3. Shafts on all floors will be increased 4. Penthouse will be reduced 5. Electrical Closet need to be enlarged 6. Trench and Point of Entry 7. Re-evaluate South and South East comer facade

C. ARCHITECTURAL CHANGES 1. Floor plans 2. Cross sections 3. Door schedules 4. Reflected ceiling plans 5. Roof Plan (only if penthouse and dunnage is changed) 6. Point of entry details 7. Exterior Elevations 8. Exterior sections and details

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School Construction Corporation Basis of Design Einhorn Y affee Prescott 611 9/03 Chapter V


CHAPTER VI- STRUCTURAL ISSUES

A. BASEMENT (ONLY IF ) 1. MER will be reduced in size 2. Depressed slab in MER will be eliminated 3. Create tunnel-trench-pipe at point of entry 4. Footings and foundations plans and schedules

B. FIRST SECOND, AND THIRD FLOOR FRAMlNG 1. Framed openings at shafts

C. PENTHOUSE 1. MERys will be reduced, therefore, framing will be reduced. 2. Cooling tower dunnage is reduced, therefore, framing will be reduced.

D. COLUMN SCHEDULES 1. Basement and Penthouse MER's are reduced 2. Cooling Tower dunnage will be reduced

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School Construction Corporation Basis of Design Einhom Yaffee Prescott 6/19/03 Chapter VI


CHAPTER VII- PLUMBING AND FIRE PROTECTION

A. PLUMBING L

I . Relocation basement and roof floor drains due to smaller MER's and new equipment layout.

2. Connection to Geothermal field heads. 3. Additional pumps will be designed. 4. Coordination with above finish ceiling building system

B. FIRE PROTECTION 1. Modifications to fire suppression system modification due to basement and

penthouse MER. 2. Modification to basement electrical service room. 3. Electrical closet modifications. 4. Coordination with above finish ceiling building systems.

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School Construction Corporation Basis of Design Einhorn Yaffee Prescott 6/19/03 ' Chapter VII

Appendix A Newark Science Park High School, Newark Public Schools

DESCRIPTION OF BUlLDING SYSTEMS

A. MECHANICAL This report describes the Geothermal Heat-Pump system selected for the University Heights Science Park High School.

Below is the System Description and overall Basis of Design. All systems and equipment shall be in compliance with all local codes and authorities having jurisdiction.

Central utility Plant Demand

The calculated cooling and heating load for the facility, based on the stated design criteria, is tabulated below.

Cooling Load: 1,066-Tons Heating Load: 13,500-MBH

1. Description of the Geothermal Heat-Pump System

The geothermal heat-pump system greatly reduces the capacities of the central boiler plant and cooling tower. The thermal mass or capacity of the earth is utilized to provide very efficient operation of the compressorized cooling and heating equipment within the facility. The outdoor air shall be preconditioned to space-neutral conditions and ducted to each individual water-source heat pump. The final space heating and cooling shall be accomplished by local water-source heat pumps.

Closed-Loop Geothermal Well Field

Heat shall be rejected to and drawn from a closed-loop geothermal ground loop. The ground loop shall consist of approximately 400,5-inch diameter bore holes at 15' on center located under the athletic fields and parking area. Each borehole shall be approximately 450' in depth. The well piping within the borehole shall be 1 ?h" highdensity polyethylene piping factory fabricated in a u-tube configuration. Each well shall be but fused to circuit headers in a reverse-return condenser-water circulation system.

The well field shall consist of 20-well circuits. Each circuit shall be headered together into 10 sub-circuits and piped back under 13" Avenue and through the foundation wall into the pump room in the basement. Each circuit shall be equipped with a supply and return temperature indicator, pressure indicator and isolation valves. Once inside the facility the circuits shall be connected to the condenser water supply and return piping. The circulation system shall consist of three (3) 1,800-gpm end-suction pumps. One pump shall be 100% stand-by. Each pump shall be fitted with a variable-frequency drive.

The final well-field size shall be based on the balanced heating and cooling load required for the facility. Given the load profile and the stated use of the facility, the co.&ponent of cooling capacity which exceeds the heating load shall be rejected to a small roof-mounted condenser water system.

Issued for Geothermal Design Einhorn Yafee Prescort 6/19Al3 1-12

Appendix A Newark Science Park High School- Newark Public Schools

The condenser water system shall be complete with a water treatment system, expansion tank, air eliminator and all appurtenances to construct a complete closed ground-loop condenser- water system.

Supplemental Central-Station Chilled-Water Plant with Supvlemental Hot-Water Boilers

Two (2) 150-Ton rotary water chillers with remote aircooled condensers shall provide 42°F chilled water to the chilled water air-handling units. The chillers shall be installed in the mechanical equipment room at the roof level. The chiller plant shall be constructed in accordance with ASHRAE Standard 15 and the authorities having jurisdiction.

Chilled water shall be circulated throughout the mechanical equipment room via a constant- volume chilled water pumping system. The pumping system shall circulate chilled water within the chiller plant via two (2) 270-gm end-suction pumps matched to each chiller. The chilled water system shall be equipped with variable-frequency drives.

The chilled water system shall be complete with an air elimination system, expansion tank, shot feeder and all appurtenances to construct a complete chilled-water system.

The heat of refrigeration shall be rejected through roof-mounted aircooled condensers matched to each chiller. The condensers shall be mounted on steel dunnage at the roof level with vibration isolation and seismic restraint. Each tower cell shall be equipped with a two- speed fan.

Four (4) 1,000-MBH gas-fued modular hot-water boilers shall provide 180°F hot water to the facility. The boilers shall be installed in the boiler room located in the basement. The boiler plant shall be constructed with a flue to discharge combustion gasses out of the boiler plant above the roof level.

Hot water shall be circulated throughout the facility via two (2) 200-gpm end-suction pumps located in the basement mechanical room. Each pump shall be fitted with a variable- frequency drive.

The hot-water system shall be complete with a boiler feed system, expansion tank, air separator and all appurtenances for a complete hot-water heating system.

2. Description of Air Distribution Systems

Local Ground-Source Heat Pumps with Central Station Outdoor Air-Handling Units

Two (2) 40,000-cfm factory assembled chilled water outdoor air-handling units shall provide conditioned ventilation air at space neutral conditions to the facility. The systems will supply a constant volume of outdoor air to the facility. Medium pressure ductwork will extend down from the roof-level mechanical wms and penetrate the second-floor slab, terminating in the ceiling of the first floor.

Each air handling unit will consist of an outdoor intake section, 15% pre filters, 85% cartridge filters, energy-recovery section, pre-heat coil with hot-water circulation pump, humidifier, chilled water cooling coil, direct-drive air-foil supply fan, condenser-water reheat coil and

Issued for Geothermal Design Einhorn Yaffee Prescorr 6/191V3 2-12


automatic temperature controls. Access sections shall be provided between each component. The units shall be of double-wall construction. Returdexhaust fans facilitate airside economizer and smoke control cycles.

The energy recovery system shall transfer energy between the exhaust air stream and the outdoor air stream The system utilizes a passive silicacoated desiccant wheel rotating through the two airstreams. Toilet exhaust, fume-hood exhaust and exhaust from the fitness area and natatorium shall not be utilized in the energy-recovery scheme, although the natatorium air-handling unit shall reject the heat of refrigeration to the pool.

The exhaust fans shall be interlocked with the outdoor air-handling units. Airflow measuring stations shall be fitted to the outdoor air supply and exhaust. The building pressurization shall be maintained at a positive 0.20" w.g. with respect to ambient conditions, regulated by the exhaust air system.

The outdoor air supply ductwork shall be hard connected to each individual water-source heat pump. The exhaust air shall be removed from the space through the ceiling plenum via return grilles and transfer ducts installed in the ceiling and through full height partitions. A penetration will be made into each return airshaft with an acoustically lined duct housing an opposed-blade damper, fire damper and duct smoke detector. The exhaust airshaft shall be connected to the inlet side of the energy recovery device with the exhaust fan in a draw- through arrangement.

Ductwork will be constructed in accordance with SMACNA standards and duct leakage shall not exceed 1% of the design volumetric flow rate for high-pressure ductwork and 2% for low- pressure ductwork

Water-source heat pumps shall provide conditioned air to all thermal zones of the facility. Each 1,700-sq. ft. classroom shall be equipped with a ceiling-mounted heat pump. Each unit shall be equipped with hot-gas bypass. Each heat pump shall be equipped with hermetic compressors, a bidirectional thennal expansion valve and a refrigerant-reversing valve. The units shall be specifically designed for heat-pump duty.

CentralStation Chilled-Water Air-Handling Units

The gymnasium and fitness center shall be served by factory assembled chilled water variable- air-volume air-handling units. Each unit shall provide conditioned air to the facility. Medium pressure ductwork will extend down fiom the roof-level mechanical moms and penetrate the second-floor slab, terminating in the ceiling of the first floor.

Each ait handling unit will consist of an outdoor intake section, 15% pre filters, 85% cartridge flters, pre-heat coil with hot-water circulation pump, chilled water cooling coil, air-foil supply fan, and automatic temperature controls. Access sections shall be provided between each component

Series fan-powered VAV boxes shall serve perimeter zones of 15-feet deep. The perimeter zone shall not exceed and shall not exceed 1,700-sq. ft. of floor area. Each fan-powered box shall be equipped with an electric heating coil. Pressure-independent pinchdown VAV boxes shall serve the interior zones. No interior VAV box shall exceed 3,000cfm or serve a floor area greater than 4,500-sq. Each VAV box shall be equipped with DDC controls and be

Issued for Geothermal Design Einhorn Yaflee Prescorr 6/19fl3 3-12

Appendix A Newark Science Park High School. Newark Public Schools

pressure independent. Zone thermostats shall control the amount of air or air temperature supplied.

Return air shalI be removed from the space through the ceiling plenum via return grilles installed in the ceiling. A penetration will be made into each return airshaft with an acoustically lined duct housing an opposed-blade damper, fire damper and duct smoke detector.

Air Distribution Systems and Capacities

System ( Sewing

AHU-PH-3 1 Cafeteria

AHU-PH-4 ] Natatorium

*Local ceiling-mounted water-sl

Capacity I E z I ~ocation

40,000cfm y e s -

MER 1

40,000cfm Yes MER 2

17,000-cfm 1 Yes I M E R ~

3. General Building Systems

17,000-cfm

15,000cfm

Cafeteria and Kitchen Area

A dedicated air-handling unit interlocked with the kitchen hoods shall serve the kitchen, cafeteria and associated dining areas. The unit shall consist of one 17,500cfm packaged double wall air handling unit complete with fans, 85% filters, chilled water cooling coils and hot-water preheat coils. Each unit shall be equipped with 100% outside air economizer. All fans shall be fitted with variable-frequency drives.

The kitchen shall be exhausted through a dedicated kitchen exhaust system discharging at the roof level.

urce heat pumps not tabulated in schedule

No

Yes

Air distribution in the kitchen shall be through low-pressure overhead supply ductwork. The kitchen area shall be pressurized to -0.2" w.g. with respect to the cafeteria area and/or adjacent spaces.

h4ER 3

MER 3

Fume Hood Exhaust Svstem

, The North and South science lab blocks on the second and third floors shall be served by a dedicated fume-hood exhaust system. Each lab block shall be served by one (1) 5,700-cfm tubular centrifugal exhaust fan suitable for laboratory exhaust duty. Each fan shall be fitted with a variable-frequency drive.

Two (2) laboratory exhaust stacks shall extend 10-feet above the penthouse roof level. Total air quantity supplied to the science labs shall be removed from the facility through the fume

Issued for Geothermal Design Einhorn Yafee PrescoN @19A.l3 4-12

Appendix A Newark Science Park High School . Newark Public Schools

hoods or a series of ceiling-mounted exhaust grilles. The fume hoods shall be constant volume bypass type. Each system will operate 24 hours per day, 365 days per year.

The exhaust fans will be of AMCA class "B" spark-proof construction with bearings and motors out of the air stream. Fans will have chemical resistant coating on surfaces in contact with air stream. All central exhaust ductwork and the plenum will be of galvanized steel construction except where welded, 304-stainless steel is deemed necessary.

Smoke Exhaust System

The smoke exhaust system shall evacuate smoke from the Commons Atrium through a series of two (2) 5,500-cfm centrifugal smoke exhaust fans located within MER No. 1 and MER No. 2. Each bank of two (2) fans shall draw smoke from the top of the atrium through a louvered plenum.

Make up from air for the smoke exhaust system will be supplied from the main air distribution system. The supply air shall be tempered to prevent building freeze as required.

Toilet Exhaust System

Multiple toilet exhaust risers will extend vertically through the building shell and core to ventilate the toilet rooms, locker rooms and fitness center. Each system will operate 24 hours per day, 365 days per year.

Shaftway Venting

All shaftways (i.e. elevator shafts and riser shafts) will be provided with code required venting systems.

4. Design Criteria

The criteria and standards presented herein will serve as a guide for the design of this facility. It is the intent of these design criteria to provide a facility that will satisfy the operating requirements of the spaces with reasonable flexibility for changes and growth in the future. It is intended that the building systems be designed to meet or exceed these standards.

Auulicable Codes and Guidelines

2000 International Building Code, with local amendments 1998 International Mechanical Code, with local amendments Sheet Metal and Air Conditioning Contractors National Association American Society of Heating Refrigeration and Air Conditioning Engineers OSHA ANSYA 1 17.1

Issued for Geothermal Design Einhorn Yaflee Prescott 6/19/03 5-12

Appendix A Newark Science Park High School, Newark Public Schools

Outdoor Design Conditions

The below capacities are based on the ASHRAE Climatic Design Information from the ASHRAE Handbook Fundamentals 2001 for Trenton, NJ. The criterion utilized is as follows:

Summer

Dry Bulb Temperature/Mean Coincident Wet Bulb Temp: Dew Point/Mean Coincident Dry Bulb Temp: Wet Bulb Temperature1 Mean Coincident Dry Bulb Temp:

Winter

Dry Bulb Temperature: Mean Coincident Wind Speedmevailing Wind Direction:

Indoor Climatic Desim Conditions

The design conditions will be as follows:

Issued for Geothermal Design Einhom Yaffee Prescott 6/19/03 6-12

Space

Classrooms

OfficdAdmin

Library/IMC

Auditorium

Cafeteria

Kitchen

Gymnasium

Natatorium

ComputerlTelecom Rooms

,EguipmentRooms

Winter Summer

Dry Bulb Temperature

68°F k 2°F

68°F A 2°F

68°F k 2°F

68°F + 2°F

68°F +. 2°F

650F * 20F

65°F + 2°F

65°F + 2°F

74°F rt 2°F

50°F Minimum

Dry Bulb Temperature

74°F k 2°F

74°F + 2°F

74°F k 2°F

74°F + 2°F

74°F i 2°F

780F * 20F

78°F i 2°F

78°F k 2°F

740F * 2oF

80°F Maximum

Relative Humidity

30%

30%

30%

30% minimum

30% ,

minimum No

Requirement 30%

minimum 30%

minimum

50% k 5%

No Requirement -

Relative Humidity

50% _+ 5%

50% i 5%

50% k 5%

50% + 5%

50% k 5 %

No Requirement

50% k 5%

50% +. 5%

50% + 5%

No Requirement

Appendix A Newark Science Park High School - Newark Public Schools

Internal Cooling Load Design Criteria

The internal cooling loads for the mechanical systems will be based on the following combined electrical and process loading for the various spaces and as tabulated by ASHRAE Handbook Fundamentals 200 1 :

Occupant Heat Gains

The occupant heat rejection rate will be as follows:

Occupancy

20-sq. ft Jperson

150-sq. ft Jperson 250-sq.

ft Jperson 250-sq.

ft ./person 11 -sq.

ft Jperson 15-sq.

ft ./person 50-sq.

ft.1person 20-sq.

ftJperson 40-sq.

ft ./person 250-sq.

ft Jperson

Office and administrative areas: Sensible: 255-Btuh per person Latent: 200-Btuh per person

Ventilation

15-

20- cfdperson 0.2-cfdsq.

ft. 0.2cfmlsq.

ft . 15-

15-

20-

15-

15- '

20-

Laboratory and laboratory support areas: Sensible: 255-Btuh per person Latent: 255-Btuh per person

Equipment

3-Wlsq. ft.

2-Wlsq. ft.

0.5-~lsq. ft.

W s q . ft.

0.5-Wlsq. ft.

0.5-Wlsq. ft.

35-Wlsq. ft.

0.5-Wlsq. ft.

0.5-Wlsq. ft. <

25-Wlsq. ft.

Space

Classrooms

OfficeIAdmin

Library/IMC

Comdors

Auditorium

Cafeteria

Kitchen

Gymnasium

Natatorium

Computer/Telecom Rooms

Gymnasium/Eitness CenterINatatorium: Sensible: 7 10-Btuh per person Latent: 1,090-Btuh per person

Lighting

3-Wlsq. ft.

2-Wlsq. ft.

-5-W1sq. ft.

1.5-Wlsq. ft .

2-Wlsq. ft.

2-Wlsq. ft.

1.5-w1sq. ft .

2-Wlsq. ft.

2-Wlsq. ft.

1 -5-Wlsq. ft.

Auditorium: Sensible: Latent:

245-Btuh per person 105-Btuh per person

Issued for Geothermal Design Einhom Yaffee Prescorr 6/19/03 7-12

Appendix A Newark Science Park High School - Newark Public Schools

The number of occupants in each space will be based on the actual occupant density listed in the facility program.

Infiltration

The building heat loss calculations will include an infiltration load based on 1.5 CFM bf infiltration air per linear foot of exterior wall with windows and 1.0 CFM of infiltration air per linear foot of exterior wall without windows.

Entry door and loading dock door infiltration will be based on door openings per hour, building height, indoorloutdoor temperature differential, prevailing wind direction, and door geometry.

Ventilation Loads

The minimum outdoor air rates shall be the greater of the exhaust quantity or the per person rate, as listed above, for each occupancy type as follows:'

The minimum ventilation rates in air changes per hour (ACIH) for each occupancy type will be as follows, unless otherwise noted:

Laboratory and Lab Support Areas: Office and Administrative Areas: Toilets:

12 to 15 AC/H Minimum 4 AC/H Minimum 10 AC/H

Fume Hood-Performance Criteria

The fume hoods will be constant-volume with bypass. Chemical fume hoods will have a 100- FPM face velocity (measured over the open area) at an 18" open sash height. The fume hood installation shall be commissioned as per ASHRAE Standard 110.

Noise Criteria

The design will target the following average noise levels. The average noise levels in laboratory areas are based on measurements taken one foot in front of a six-foot fume hood. The average noise levels in office areas are based on measurements taken 5 feet above floor level at multiple desk locations. These noise levels do not include noise from laboratory equipment or personnel located within these spaces. Actual noise levels may exceed the design noise levels due to the actual type of laboratory equipment purchased, installation compromises, workmanship, etc.

Laboratory Areas: NC=40-45 Laboratory Support Areas: NC = 40 - 45 GyrnnasiumMatatorium: NC = 40 - 45 OfficelAdmin: NC=35-40 Classrooms: NC=30-40 Auditorium: NC=25-30

Issued for Geothermal Design Einhorn Yaffee Prescott 6/19Al3 8-12


Pressure Relationships

Building , Positive to ambient Laboratories Negative to adjacent spaces Corridors Positive to laboratory Offices Neutral or positive to adjacent spaces Toilet Rooms Negative to adjacent spaces Equipment Rooms Negative to adjacent spaces Ki tchedcafeteria Negative to adjacent spaces

Pressure relationships will be achieved by maintaining a fixed airflow differential between supply and exhaust airflow rates.

Outdoor Air Ouali tv Control Methods

Outdoor air quality will be addressed by three principal means:

Outdoor intakes will be located to minimize cross-contamination between supply and exhaust air streams.

i Status of filter frames installed for future charcoal filters will be detennined by wind tunnel study.

Fume exhaust fans will exhaust a constant volume of air at a stack discharge velocity of 3500 to 4000 FPM.

Air Handlinn Unit Component Sizing

Maximum allowable nominal face velocities for all air handling unit components are as follows: Air Intake Louvers: 400 FPM Hot Water Coils: 650 FPM Cooling Coils: 500 FPM - Filters: 500 FPM Sound Attenuating devices: 700 FPM

5. INSTRUMENTATION AND CONTROL SYSTEM

Building Management Svstem (BMS)

1. General The utility and environmental air systems, described and graphically represented in this document will be controlled and monitored through a Direct Digital Control (DDC) based Building Management System (BMS) with distributed processing.

The BMS system design will be modular and flexible. The major system components of the BMS include the fully stand-alone application controllers, network c~ntrollers operator workstation.

Issued for Geothermal Design Einhorn Yaflee Prescoa 6/19/03 9-12

Appendix A Newark Science Park High School- Newark Pub1 ic Schools

Information Management

The controllers are networked to share information, and control the management functions without sacrificing stand-alone reliability. An operator interface terminal may be connected to any of the controllers to operate the network.

An operator's workstation with networked printer will be tied into the networked controlIers so that information can be accessed from a central location within the building. This information will also be available via Ethernet interface or via dial-up phone Iines with a modem.

Alarms will be communicated via the DDC communication bus and will be monitored by central utility plant.

Alarm management shall be provided to monitor, buffer, and direct alarm reports to operator devices and memory files. Each NCU shall perform distributed, independent alarm analysis and filtering to minimize operator interruptions due to non-critical alarms, minimize network traffic, and prevent alarms from being lost. At no time shall the NCVs ability to report alarms be affected by either operator activity at any Workstation or communications with other panels on the network. Alarm messages shall be routed back to central utility plant.

System Function

System software and hardware will provide the following functions:

Proportional, integral and derivative (PID).

Monitoring to read value of measured variables; to read control loop set points, to monitor control signals to actuators; and to indicate status of equipment, alarms and ovemdes.

Data management including continuous database updating, alarm reporting, trend logging and report generation.

System programming to add, delete or change points, set points, control algorithms, report formats, etc.

System software will allow building operators to graphically monitor and control building operations and provide the functions listed above. Graphics will include site plans, overall building plans, floor plans and individual system graphics. This system is to match existing BMS on campus.

Controllers

Each application controller is a self-contained unit consisting of a power supply, processor, memory, input/output and communications. It is designed for complete stand-alone operation without the need for higher-level components such as workstations or Ethernet communications. Sensor inputs or control outputs are wired to the application controller. It processes information according to a userdefined program. Controllers will be on UPS power.

Issued for Geothermal Design Einhom Yaffee Prescoi! 6/19&3 10-12


The network controller provides network communication to the Ethernet communications link and information management functions such as alarming and reporting. JCI to detennine # of NCU's based on N, device count.

System ODeration (Security)

Multiple-level password access protection shall be provided to allow the userlmanager to limit workstation control, display and database manipulation capabilities as he deems appropriate for each user, based upon an assigned password.

Operators will be able to perform only those commands available for their respective passwords. Menu selections displayed at any operator device, including portable or panel mounted Network Terminals or an optional notebook computer connection, shall be limited to only those items defined for the access level of the password used to log-on.

HVAC Controls

HVAC system operation, once initiated by the operator or by automatic function, will continue unless interrupted by the operator, equipment failure or by a change in the automatic program. HVAC operations can be either temporarily or permanently terminated by the operator or automatically by the control system in response to an event.

During HVAC operation, operator will be able to do following:

Modify set points OnlOff controller Acknowledgen>elete/Print Alanns LeadILag selection Create reports

Sy stems

The following systems will be controlled or monitored by the BMS:

Chilled water Condenser water Heating hot water Air Handling Units VAV terminal units CAV terminal units Exhaust Air (general and laboratory) Emergency Power (monitoring only) Smoke Control

Issued for Geothermal Design Einhorn Yaffee Prescorr W9N3 11-12

Iv

IV

IV

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ppua1a;;Ia uralsds

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Project Name: Newark SPHS

Project No.: 7002005.50

Date of Meeting: June 13,2003

Time of Meeting:

Location of Meeting: PB+3D/I Ofice in Newark

Meeting Number: Geothermal #1

Meeting Purpose: Implementation of Geothermal Heat Pumps System

Attendees: Art Papataros Representing: Stephen Grant Jorge Szendiuch Chris Von Holten Ed Stand

SCC PB+3D/I (PMF) EYP EYP EYP

Minutes: No. Discussion Action Due

BY Date 1. 13& Avenue

a. Langan to formalize the discussion with City Engineer, specifically EDS 6-1 9-03 easement requirements and protective enclosure for pipes.

b. Langan advised all that rock may be under 13& Avenue; for it has EDS 6-19-03 been detected in recent geotechnical investigations to be 9 to 10 feet below grade.

2. Test Bores a. EYP to identify cost per bore (EYP confirmed with GSI; each

bore cost between $7,500 and $8,500). EDS 6-19-03 b. EYP to identify cost of well field (unit price X quality). EDS 6-19-03 c. EYP to provide SCC and the PMF with bore log. EDS 6-19-03 d. It takes one full day to drill a hole. -

3. Well Field a. EYP's strategy is to utilize a small cooling tower to reduce the size CVH 6-19-03

of geothermal well field. The SCC agreed. b. EYP to confirm the physical distance and temperature difference EDS 6-1 9-03

between the two test bores.

Einhorn Yaffee Prescott Architecture 81 Engineering, P.C. 440 Park Avenue South New York, NY 10016 Telephone 917 981 6000 Fax 917 981 6100 eypae.com

Project Name: Newark SPHS Date of Meeting: June 13,2003

Project No.: 7002005.50 Page: 2 of 5

Minutes Continued:

c. EYP to describe how the test bores are capped. CVH d. EYP will re-examine number of bore holes. EYP's present design CVH

shows 450 bore holes. e. EYP will overlay Langan's site/civil design and EYP's site CVH

availability diagram, so that "loops" can be identified based on site availability and avoid conflict with under ground water retention system.

f. EYP to identifL how high the pipes beyond grade and how to CVH repair if the pipes are broken during construction. EYP confirmed with GSI that pipe sticks up one foot.

g. EYP to provide SCC and the PMF with hydrostatic pressure CVH information. EYP confirmed with GSJ and pressure is approximately 100 psi.

4. Revised Project Schedule a. EYP provided the SCC and the PMF with Geothermal Recovery SCC

Schedule. SCC and the PMF to review and comment

b. The highlights of this schedule are: SCC 60% CD's on 8-1 5-03 95% CD's on 10-17-03 100% CD's on 1 1-28-03 Out to bid on 1-30-03

c. The premise of this recovery schedule is that EYP and EYP

Consultants will only issue those drawings and specification that are revised for the 60% CD submission.

The SCC agreed.

d. SCC wants to issue 60% CDs as bidding documents to solicit intererst proposals from pre-qualified G C and to short list the GC

PMF

Bidders list. The PMF is to investigate the feasibility of this concept.

e. One option to accelerate the design would be to reduce the SCC 6-19-03 review periods from 3 weeks to 1 week.

The PMF did not agree with this concept.

Einhorn Yaffee Prescott Architecture & Engineering, P.C. 440 Park Avenue South New York, NY 10016 Telephone 917 981 6000 Fax 917 981 6100 eypae.com


Project No.: 7002005.50 Page: 3 o f 5

Minutes Continued:

5. Basis ofDesign a. EYP distributed a preliminary BOD for todays review and

comment. b. Underground Water Retention System

EYP to coordinate well field with Langan's site-civil design EYP to superimpose well field design with Langan's site-civil design

c. Point of Entry EYP anticipates 8 to 12 pipes at 4 to 6 inches dia./each.

d. Leak Detection EYP presented 3 alarm systems EYP to describe how a leak is detected in the well field EYP to notify NPS of the implication of leaks on the well field requires digging-up asphalt and recreational fields.

SCC 6-20-03

CVH 8-15-03

CVH 6-19-03

CVH 6-19-03

e. Materials CVH 6-19-03

EYP to specified pressurized and sealed factory tested coils

f. Outside Testing lab CVH 6-19-03 EYP to specify for independent control inspection

g. Commissioning of Well Field CVH 6-19-03 EYP to specify testing and commissioning to include flow, pressure and thermal pressure test

h. Maintenance by NPS CVH 6-19-03 EYP to provide a description of distributed versus concentrated maintenance EYP to specify "as-built" drawings so that NPS can readily identify head locations.

i. Warranttee CVH 6-19-03 EYP to specify cost for 5 years and alternate bid for 20 year

Einhwn Yaffee hescott Architecture & Engineering, P.C. 440 Park Avenue South New York, NY 10016 Telephone 917 981 6000 Fax 917 981 6100 eypae.com

Newark Science Park High School July 8,2003 EYP Ref. No. 7002005.00

SUGGESTED OFF-LINE MEETINGS IN July 2003

QUARTERBACKS' MEETING

Date: July 8,2003

Location: PBI3Dl's office in Newark

Attendees: EYP, SCC and PB+3Di

Suggested Agenda:

1. Outstanding issues for last Senior Management meeting 2. Site Prep / Demo package 3. Geothermal recovery schedule 4. PSE&G Meeting 5. Newark City Traffic Engineer Meeting 6. UMDNJ Parking 7. Sustainable design direction 8. Sustainable Business Alliance 9. Additional service proposals 1 and 2 10. Additional service proposal 3 - Geothermal scope and fee. 11. ITIAV 12. NPS comments on cost reduction for Security.

0:\201)2\70020055~05 CHenMB Meeting Minutes\Agendas\qb=I-843.doc

TO / Art Papataros (SCC), Stephen Grant (PB+ZD/I)

Project Name: Newark SPHS Meeting Date:

Project No.: 7002005.50 Time:

Location:

6/19/03

2:30pm

PB+3D/17s Newark OGces

Meeting Purpose: Presentation of Geothermal Implementation and Basis of Design to Newark Public Schools

Meeting Organizer: Ed Stand

Attendee9 Art Papataros Stephen Grant EDS/CVH

Representing: SCC '

PB+3D/I . EYP

Agenda: 1. Basis of Design Site/Civil HVAC Electrical Architectural/Stmctural Plumbing and Fire Protection Description of Building Systems

2. Recovery Schedule Overall project schedule

3. Scheduled Reviews Abbreviated presentation to NPS and reviews by NPS

0:V002\70020055(hM ClienNB Meeting Minutes\Agendas\6-19-013.doc

Einhorn Yaffee Prescott Architecture & Engineering, P.C. 440 Park Avenue South, New York, NY 10016 Telephone 917 981 6000 Fax 917 981 6100 eypae.com


Project No.: 7002005.50 Page:

Minutes Continued:

225 can support a geothermal well field. b. The SCC confirmed that EYP has been directed to the

proceed with geothermal heat pump system. c. EYP distributed copies of the following, which were

reviewed at this meeting, for all to review and comment by June 30,2003.

Color coded site plan of block 225, dated June 18, 2003. Basis of Design for Geothermal Heat Pump System, dated June 19,2003. Appendix A -Description of Building . systems, dated June 19,2003 Preliminary EYP minutes of geothermal meeting number 1 of June 13,2003

3. Key Issues Stressed a. Need easement requirements from City of Newark and the

Utilities. b. Well field will be sized for heating loads with smaller

cooling towers for peak (summer) loads. c. Cooling Tower will require "drain-down" in the fall and re-

fill maintenance in the spring. d. NPS staff will be maintaining 3 systems

Heat pumps Cooling tower Boilers

e. Opportunities to reduce the buildings foot print, gross square footage and volume will be investigated.

f. Opportunities and tools to accelerate the design schedule will be investigated and cooperation from all entities will be required.

g. EYP requested any final comments to the BOD and information presented within 2-weeks.

EYP 60% CDs

All 6-30-03

EYP TBD

EYP 60% CDs

NPS Post Construction

NPS Post Construction

EYP 60 % CDs

EYP On Going

SCC, NPS, 7-3-03 PB

Einhorn Yaffee ~rercott Architecture & Engineering, P.C. 440 Park Avenue South New York, NY 10016 Telephone 917 981 6000 Fax 917 981 6100 eypae.com


Project No.: 7002005.50 Page: 3 of4

Minutes Continued:

4. NPS Requests a. Heat pumps are to be located in corridors to isolate noise

and vibration. b. Temperature sensors for each classroom. c. Extended warranties for heat pumps and well field. d. Tour of schools with functioning geothermal system and

one being installed. . .

e. Find alternatives to fiberglass insulation because NPS is concerned with mode.

f. Identify local of manifold on as built drawings for that is the most probable area for a leak.

g. Provide redundancy in geothermal well field circuits (loops) so that if one loop fails.

h. Specify 50 year piping for geothermal well field. i. Identify the well field circuits into clusters of 20 to 40

holes per circuit. j. Identify refrigerant to be used for R22 will be phased out in

2010. k. Provide for NPS staff. training on:

Well field Heat pumps Cooling Tower Boilers

I. EYP will provide equipment cuts of major HVAC equipment within 2 weeks.

EYP

EYP EYP EYP

EYP

EYP

EYP

EYP EYP

EYP

EYP

EYP

5. Project Schedule a. The minutes of meeting #1 show the following milestones, EYP

however the SCC has asked EYP to improve on those dates: 60% CDs on 8-15-03 95% CDs on 10-17-03 100% CDs on 1 1-28-03 Out to bid on 1-30-03

60 % CDs

60 % CDs 60 % CDs TBD

TBD

60% CDs

60% CDs

60% CDs 60% CDs

60% CDs

60% CDs

Einhorn Yaffee Prescott Architecture & Engineering, P.C. 440 Park Avenue South New York, NY 10016 Telephone 917 981 6000 Fax 917 981 6100 eypae.com

EY P/ Minutes Project Name: Newark SPHS Date of Meeting: June 19,2003

Project No.: 7002005.50 Page: 4 o f 4

Minutes Continued:

b. NPS was asked to focus on their upcoming review of the NPS Various CDs on those items that were identified in the Basis of dates Design, in order to expedite the review process and schedule.

c. EYP will schedule future presentations to NPS at the EW Various upcoming CD milestones. dates

The above constitutes my understanding of the items discussed and the decisions reached. l f there are any additions or corrections, please contact the undersigned.

Signed: Ed Stand

cc: All Attendees JSz, AC, ALF, JTF, MTE, SS, AL, DL, HN, VL EDS/Central File

Date: June 20,2003

Ck\2002\70(32005.5rn05 ClienNB Meeting MmuttsW20-03.doc

Einhorn Yaffee hescott Architecture & Engineering, P.C. 440 Park Avenue South New York, NY 10016 Telephone 917 981 6000 Fax 917 981 6100 eypae.com

Jorae Szendiuch

-ram: Sent: To: Cc: Subject:

Jorge Szendiuch Friday, June 06,2003 10:03 AM Art Papataros (E-mail) Stephen Grant (E-mail); Ed Stand; Anthony Coll Newark SPHS, Geothermal

Art:

Confirming our discussion at yesterday's meeting, you have directed EYP as follows in regards to the Geothermal system:

1. EYP has the SCC Notice to Proceed with the Scope Modification to change the mechanical system to Geothermal.

2. Minimizing the impact of this change on the project schedule is of critical importance to the SCC. EYP to submit a recovery schedule asap. Revision of mechanical drawings with the geothermal design to 65% C D level is the critical milestone to allow the SCC to seek pre-qualifications from prospective bidden.

3 EYP is to proceed with this change in advance of negotiation on Scope Modification Fee for additional services, although the SCC acknowledges that this change constitutes a Scope Modification.

4. The 95% C D Submission, previously scheduled for 6-24-03, will be postponed. New submission date will be determined within the recovery schedule.

W e will call you later today for a preliminary discussion on the project recovery schedule and the submissions/deliverables - that may be required for the re-design.

best regards,

Jorge Szendinch Principal EYP / Einhoi-n Ydffee Prescott Architecture K- Etlgineeiil~g PC 4-10 Park Avernle South New A'ork, NY 10016 Telephone 917 981 GOO0 Fax 917 981 6100 e-mail: jszendincb@e).yae.corll

From: Jorge Szendiuch 'ent: Wednesday, July 09,2003 5:53 PM to: 'Grant, Stephen'; Art Papataros (E-mail) Cc: Ed Stand; Anthony Coll; Sweeney, Peter Subject: RE: Newark SPHS, Geothermal

Stephen :

Thank you for the confirmation in the Scope Modification. We will submit the revised proposal by the end of this week.

best regards,

Jorge

----- Original Message----- From: Grant, Stephen [mailto:GrantS@pbwor1ddcom1 Sent: Wednesday, July 09, 2003 4:41 PM To: Jorge Szendiuch; Art Papataros (E-mail) Cc: Ed Stand; Anthony Coll; Sweeney, Peter Subject: RE: Newark SPHS, Geothermal

George,

As a follow up to your e-mail and our discussion yesterday, this e-mail senres to confirm SCC direction to your office to proceed with the HVAC change from absorption heating and chilled water plant system 3 the geothermal ground source heat pump system. This change

constitutes a scope change that entitles EYP to additional compensation. In that time is of the essence, in advance of finalizing the terms of the change -compensation, schedule- EYP has been directed to proceed. The additional services draft proposal submitted for this change was reviewed and returned with comments. At your earliest convenience, please finalize the proposal and submit it for a more comprehensive review and subsequent approval.

----- Original Message----- From: Jorge Szendiuch [mailto:[email protected] Sent: Friday, June 06, 2003 10:03 AM To: Art Papataros (E-mail) Cc: Grant, Stephen; Ed Stand; Anthony Coll Subject: Newark SPHS, Geothermal

Art:

Confirming our discussion at yesterday's meeting, you have directed EYP as follows in regards to the Geothermal system:

1. EYP has the SCC Notice to Proceed with the Scope Modification to change the mechanical system to Geothermal.

2. Minimizing the impact of this change on the project schedule is of rritical importance to the SCC. EYP to submit a recovery schedule asap. vision of mechanical drawings with the geothermal design to 65% CD

level is the critical milestone to allow the SCC to seek pre-qualifications from prospective bidders.

Newark Science Park High School Geothermal recovery schedule EYP Ref. No. 7002005.50

M I A I M I J I J ID 1

2

3

4

5

6 NJEDA Task: Notice to Proceed 0 days Mon 10/21/02 Mon 10/21/02

7 EYP Develop DO document Phase 60 days Mon 10/21/02 Frl 1/10/03

8 @ N P meetlng with PMF on Recovery Schedule 1 day Tue 10/22/02 Tue 10/22/02

9 @ EYPIPMF prepare and issue recovery Schedule to EDA 16 days Tue 10/22/02 Tue 1111 2/02

10 EYP prepare Life safety drawings for DCA review 20 days Mon 10/28/02 Fri 1 1/22/02

1 1 EYPI PMFIEDNDOE Cost Estimate Confirmation 10 days Mon 10/28/02 Fri 11/8/02

12 @ PMF to provide EYP with FFE Budget1 responsibility matrix 5 days Mon 10/28/02 Fri 1 1/1/02

13 EYP Task: Complete Work Sessions -users 15 days Mon 10/28/02 Fri 1 1/15/02

14 EYPINPSIPMF Resolve Natatorium CCE 10 days Mon 10128102 Fri 1 1/8/02

15 EDAIPMFIDOUNPS provide N P with Sustainable requirements 10 days Mon 10/28/02 Fri 11/8/02

16 Eg; Quarterbacks Meetlng 1 day Thu 1117102 Thu 11/7/02

17 EYP prepare Final program for review and approval 5 days Mon 1111 1/02 Fri 11/15/02

18 Senlor Management Meetlng - DD progress 1 day Thu 11/14/02 Thu 1111 4/02

19 EDAMPSIDOE Final Program review and approval 5 days Mon 1 111 8/02 Frl 1 1 /22/02

20 Off line meetlng - MEP / Structural systems presentation 0 days Tue 1 111 9/02 Tue 1 1/19/02

21 Offllne Meeting - Bulldlng Materials presentation to client 0 days Tue 11/26/02 Tue 11/26/02

22 DD progress to PMF 0 days Mon 12/2/02 Mon 12/2/02

23 I%i Quarterbacks meetlng 1 day Tue 12/10/02 Tue 12/10/02

24 Senior Management Meetlng 1 day Tue 12/17/02 Tue 12/17/02

25 Eg; EYP issue 90% OD to PMF for CCE 1 day Fri 12/20/02 Frl 12/20/02

26 PMF REVIEW OF 90% DO 6 days Mon 12/23/02 Mon 12/30/02

0 days Wed 1/1/03 Wed 1/1/03

OTaskName

Deslgn Development

Project: Newark Science Park High Sc Date: 1 1 -1 1-02

Start

Mon 10121102

Duration

90 days

Task Milestone + External Tasks

Split I I I I I , l I , I J I I q ,

Summary External Milestone + Progress - Project Summary 7 4 Deadline -9

Finish

Fri 2121103

fIle:o\200~7002005.50M\4c schedule\geo-cd-recovery-3-20-03.mpp Page 1

Newark Science Park High School Geothermal recovery schedule EYP Ref. No. 7002005.50

M I A I M I J I J ID 29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

' 45

46

47

48

49

50

51

52

53

54

55

56

Start Fri 1/10/03

Mon 1/13/03

Mon 1120/03

Mon 1/20/03

Mon 2l10103

Mon 2/10/03

Fri 2/21/63

Mon 111 3/03

Mon 1/13/03

Tue 2/11/03

Tue 4/1/03

Tue a8103

Thu 4/24/03

Thu 4/24/03

Thu 4/24/03

Fri 4/25/03

Tue 5/6/03

Tue 511 3/03

Wed 511 4/03

Thu 4/24/03

Tue 6/3/03

Fri 6/6/03

Fri 6/6/03

Fri 6/13/03

Thu 6/19/03

Mon 6/23/03

Tue 7/8/03

Project: Newark Science Park High Sc Date: 1 1-1 1-02

Finish Fri 1/10/03

Fri 1/17/03

Mon 1/20/03

Fri 2\7/03

Mon 2/10/03

Fri 2/21/03

Fri 2/21/03

Frl 1130/04

Thu 4/24/03

Tue 211 1/03

Tue 4/1/03

Tue 4/8/03

Thu 4/24/03

Wed 5/14/03

Wed 511 4/03

Tue 6/24/03

Tue 5/6/03

Tue 511 3/03

Wed 511 4/03

Thu 4/24/03

Tue 6/3/03

Fri 6/6/03

Fri 6/6/03

Fri 6/13/03

Thu 611 9/03

Fri 8/15/03

Tue 7/8/03

Task Milestone + External Tasks

Split 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Extemal Milestone + Progress - Project Summary 7 Deadline 0

Duration 1 day

5 days

I day

15 days

1 day

10 days

1 day

274 days

74 days

0 days

0 days

0 days

0 days

15 days

15 days

43 days

0 days

0 days

0 days

0 days

0 days

0 days

o days

0 days

0 days

40 days

0 days

Qf

E g

&

F&i

EIlj

fiie:o\2002\7002005.5OWWc schedule\geocd-recovery-3-20-03.mpp Page 2

Task Name EYPIPMF issue DD cost estimate

PMF Task: Review DD Submission & Comment

PMF releases 100% DD to EDAlDOElNPS for review

EDAIDOUNPS DD review

PMF to Issue Review comments

N P to incorporate review comments

EYP issue 100% DD Comment log

Construction Documents

EYP 65% CD phase (Original) completed

Senior Management meeting

Quarterbacks meeting


N P submit 65% CD set to PMFMPS for review ( Completed)

PMFINPS review of 65% CD ( Completed)

PMF and EYP 65% CCE ( Completed)

EYP 95%CD Phase



PMF and EYP to issue 65% CCE ( Completed)

PMF / NPS to issue 65% CD review comments to EYP ( Completed)


Direction from SCC to incorporate Geothermal

Project schedule revised to the dates below Meeting between EYP and SCC to discusss impact of Geothermal

Mechanical system DD presentation and approval

EYP 60% CD phase (revised)


Newar~ Science Park High School Geothermal recovery schedule EYP Ref. No. 7002005.50

iD 57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

M I A l M l J / J 0

B

@ &

rn @ @

@

Project: Newark Science Park High Sc Date: 1 1-1 1-02

Task Milestone + Extemal Tasks

I , , , I t , , I I , , , , I Summary b-4 External Milestone + Progress - Project Summary Deadline 0

file:o\2002\7002005.50Mk schedule\geo-cd-recovery-3-20-03.mpp Page 3

Task Name Senior Management Meeting



PB+3DI/SCC/NPS review of 65% CD

N P / PB+3DI cost estimating task

EYP / PB+3DI cost estimating task

EYP 95% CD Phase ( Revised)


Senlor Management meeting

PB&DVSCC/NPS review of 95% CD set

NP/PB&DI cost estimating task

EYP 100% CD Phase ( Revlsed)

N P 100% CD issue to PMF 1 NPS for review

PMF I NPS review of 100% CD

EYP permit application for 100% CD

PMFINPS to issue 100% CD review comments to N P

N P submit to DCA for approval

EYP to receive DCA review comments

N P to incorporate DCA review comments

EYP to Issue 100Y' Construction Documents for bid.

Start Tue 711 5/03

Tue 8/5/03

Tue 8/12/03

Fri 8/15/03

Fri 8/15/03

Mon 8/18/03

Mon 8/18/03

Tue 9/9/03

Tue 911 6/03

Mon 10/20/03

Mon 10/20/03

Mon 10/20/03

Mon 12/1/03

Mon 12/1/03

Mon 12/1/03

Mon 12/1/03

Fri 12/5/03

Thu 1/15/04

Thu 1/15/04

Frl 1/30/04

Duration 0 days

1 day

1 day

15 days

15 days

15 days

45 days

0 days

0 days

15 days

15 days

30 days

0 days

15 days

4 days

0 days

30 days

0 days

10 days

0 days

Finish Tue 711 5/03

Tue 8/5/03

Tue 811 2/03

Thu 9/4/03

Thu 9/4/03

Fri 9/5/03

Fri 1011 7/03

Tue 9/9/03

Tue 911 6/03

Fri 1 1/7/03

Fri 11/7/03

Fri 11/28/03

Mon 12/1/03

Fri 12/19/03

Thu 12/4/03

Mon 12/1/03

Thu 111 5/04

Thu 1/15/04

Wed 1/28/04

Fri 1M0/04

, Ed Stand

From: 3ent: To: Cc: Subject:

Anna-Marie [email protected]] Friday, July 1 1,2003 1 :41 PM Ed Stand Herbert R. Kring OAA; lark Edward M. OM; Tom Lurcott Ostergaard - Science Park HS

3127A - Ostergaard Science Par.. .

Dear Mr. Stand:

The attached Adobe Acrobat file is from Mr. R. Kring Herbert. If you have any questions, please contact him at 973-731-7002 or by e-mail [email protected].

Sincerely, Anna-Marie Cottone [email protected]

Ostergaard Acoustical Associates 200 Executive Drive, Suite 350 West Orange, NJ 07052 973-731-7002 (voice) 973-731-6680 (fax)