SECTION 2-4.1

PROJECT MANAGEMENT TEAM OVERVIEW

2-4.1 Project Management Team Overview (See Organizational Chart)

A. Project Team Personnel and their Roles: James T. O’Hara, Sr. Owner- James T. O’Hara, Inc. is ultimately responsible for the project

being completed on time, on budget and in accordance with the contract documents. He will schedule equipment and manpower as requested by the Project Manager.

Robert Opalka, P.E. Project Coodinator- James T. O’Hara, Inc. will coordinate with Quad3 Group, Inc. for the design work and the construction work of James T. O’Hara, Inc. He will also review material orders and sub contracts.

Brent Berger Project Administrator-Design- Quad3 Group, Inc. will oversee the design effort and permitting process. Will also be available for progress meeting and questions on the contract documents.

James T. O’Hara, Jr. Project Manager- Construction-James T. O’Hara, Inc. will run office side of the project. Working with James T. O’Hara, Sr. to make sure that the needed equipment and manpower is available. Also will oversee billing of the completed work.

John Davis, P.E. QC Manager- James T. O’Hara, Inc will oversee the work make sure it is done per the contract documents. Will also review the design drawings for constructability. Also, will work with the Design team to get any questions answered.

F. Mark Voyack, P.E. Project Manager-Design- Quad3 Group, Inc. will work with the designers and sub consultants to keep the design on schedule and to deliver a project that meets the requirements of the proposal.

Michael Harkins Project Superintendent- James T. O’Hara, Inc. will run the construction operation, making sure the work is done safely, efficiently, on time and per contract documents.

Honor Engineering, Co. Surveying and Environmental Permitting- Honor Engineering, Co. will conduct the topographic survey for design of the project. Along with ARM Group, LLC will delineate wetlands and assist in the preparation of the Environmental Permits. Honor Engineering, Co. will also prepare the PADOT Highway Occupancy Permit as part of the design phase. During construction phase Honor Engineering, Co. will provide construction survey, attend construction progress meetings and produce the As-Built Drawings.

B. Working History between Contractor and Engineer:

James T O’Hara, Inc. will work with Quad 3 Group, Inc. on the design of the watermain replacement. James T O’Hara, Inc. and Quad 3 Group, Inc. have teamed up on Design/Build project in the past on 40,000 linear foot watermain replacement for PADCNR on Presque Isle State Park. James T O’Hara, Inc. and Quad 3 Group, Inc. have also worked together on a several thousand feet of sanitary/storm sewer separation project in Old Forge, PA. This projected required value engineering to get the cost within budget. To accomplish the valve engineering it was negotiated for a steep slope over a 50 foot elevation change with concrete anchors. James

T O’Hara, Inc. also worked with Quad 3 Group, Inc. on wastewater treatment plant modifications at the Dallas State Correctional Institute in Dallas, PA.

C. Understanding of Services and Materials to be Provided: Fort Indiantown Gap was constructed in the 1930’s, so some if not all of the utility infrastructure is reaching its design life. This creates a need to upgrade and replace the more critical areas. The replacement materials being used will provide a minimum 50- year useful life thereby extending the operation of the entire facility. The area chosen by Fort Indiantown Gap are showing increases in breakage and higher amounts of leakage. Some of the areas to be replaced are environmentally sensitive and will require an environmental firm to locate and design the least disruptive and cost-effective solution. The 17,500 or 25,000 linear feet of water mains will be replaced without any service interruptions except for the tie-ins of service. As with any other underground utility project unmarked and unknown utilities will probably be encountered.

D. Project Team’s Experience with Design- Build Projects: Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc./Quad3 Group --Design/Build Utility Replacement, 8 Miles of Old Lake Rd Watermain, Presque Isle State Park, Erie Co, PA Construction Cost: $4,769,000 Scope of Work: Engineering, permitting, and furnishing and installing approximately 40,000 LF 8” ductile iron pipe, 500 LF 8” ductile iron river crossing pipe, 1,600 LF 6” ductile iron pipe, approximately (100) 8” gate valves and boxes, (4) 6” gate valves and boxes, (17) 2” curb valve and boxes, (28) drinking fountain connections, (11)hydrant connections, and any other connections to existing spurs, associated valving, etc., for the water distribution system serving the Park, and all incidental reconstruction of sidewalks, and road/trail crossings, site grading and paving, erosion and sedimentation control and final site grading and seeding. Reference: Scott Schaffer, Sr. Civil Engineer, DCNR, 724.865.2131 Status: Under Design.

E. Management Structure and its benefits: The management structure allows for a number of people to be up to speed on the progress of the project’s design and/or construction. Multiple personnel are interconnected to allow for free flow of ideas and backup. Presently James T. O’Hara, Inc. is working at Tobyhanna Army Depot on a waterline and water well construction project. James T. O’Hara, Inc. is using this same management structure and its working well to keep the project coordinated and moving. James T. O’Hara, Inc. is coordinating with US Army Corp of Engineers, Tobyhanna Army Depot Department of Public Works and their Environmental Division, along with multiple subcontractors.

SECTION 2-4.2

PROJECT WORK PLAN

2-4.2 Work Plan

1. Understanding of the Design-Build Concept: In the Design-Build Concept the Design-Build team takes the project from a concept to completion. The Design-Build team retains a design professional to design the project and obtain the permits required to do the work. The design will include survey, wetlands delineation, and permitting. The design professional will also develop the specifications for materials and the finished product. The Design-Build Contractor will review the design for constructability and provide comments to design professional. The Design-Build Contractor will submit shop drawing and material cut sheets to the design professional for review and approval. As construction progresses the design professional shall attend progress meeting and provide interpretations of contract documents if requested by the design-build contractor. The design professional shall work in the interest of the owner to achieve a project meeting the Request for Proposal requirements.

2. Pre-Construction Phase Effort: The Design phase will start with a kick off meeting to get all the entities together to address their expectations, concerns and any other problems that may be encountered. A design phase PA-One Call will be made so existing utilities may be marked out so they can be located by the surveyor. The surveyor will also pick up other features such as roadways, shoulders, buildings, trees, etc. An environmental firm will locate the wetlands at the stream crossings and do permitting for these crossings. The wetland location will be surveyed. With the survey, the design team can locate the new watermain and develop plan sheets at 50 feet = 1 inch. This design will include location of the watermain, valves, air releases and services. Details and specifications for the work will provided. The design will include the necessary information for the PA Department of Transportation Highway Occupancy Permit, Lebanon County Conservation District Erosion and Sedimentation Control Permit, PA Department of Environmental Resources Water Construction Permit and Fort Indiantown Gap for approval. A preliminary design (approximately 65% complete) will be submitted to PA Department of Transportation, Lebanon County Conservation District, PA Department of Environmental Resources and Fort Indiantown Gap for comments. The comments received will be reviewed, addressed and incorporated into the project design. A final design package will be completed and submitted to PA Department of Transportation, Lebanon County Conservation District, PA Department of Environmental Resources and Fort Indiantown Gap for comments. The comments received will be reviewed, addressed and incorporated into the project design and resubmitted to gain approval from the agencies. These

approved drawings will be incorporated into the contract documents that will define how the work is to be done, the required materials and quality of work expected.

3. Construction Phase Effort: Once the design drawings are approved James T. O’Hara, Inc. will begin the installation of approximately 17,500 linear feet of 10” watermain with 4 stream crossings if the first base bid is chosen. The project increases to 25,000 linear feet of 10” watermain with 7 stream crossings if the second base bid is chosen. James T. O’Hara, Inc. Is looking to start at the eastern in of the project and work in a westerly direction. The mainline crew will start near Area 16 and proceed west. The directional drill subcontractor will start at the Aires Crossing and be completed before the mainline crew arrives. As the mainline crew and directional drilling crew proceed west. A separate crew will follow to do the pressure testing and disinfection of the line. Upon successful testing, the line will be flushed and this crew will tie-in services, fire hydrants and side streets. This will be followed up with the final restoration.

4. Construction Phase Challenges & Solutions: The anticipated challenges and solutions during the construction phase include the following:

o Stream Crossings- environmental permits and use of directional drill method. o Keeping the area in service- work with the facility to limit areas by closing and

opening valves also to provide temporary connections if needed. o Unknown and unmarked utilities- if encountered contact the facility for

assistance. If struck look to repair as quickly by having repair equipment and materials with the crews.

o Discharge of the highly chlorinated water use for disinfection- Use dichlorination tablets and discharge to a safe area.

o Traffic and general public- maintain a well-marked work zone that keeps the public away from any dangerous situations.

5. Long Lead Items and Phasing of Construction:

Design Phase: The long lead items are the various agency approvals required for the project. James T. O’Hara, Inc./Quad3 Group, Inc. anticipate making 2 submittals to all agencies (PADOT, PADEP, Lebanon County Conservation District, PA DGS and Fort Indiantown Gap). A preliminary design phase drawing approximately 65% complete and final design. We hope to limit the comments by having a pre-submittal meeting to find any concerns of the agencies. Addressing all the agency comments and providing complete submissions. But these reviews are up to the agency and many times additional comments are issued in the resubmission. Construction Phase:

The ductile iron pipe and the valves required can sometimes be delayed due to demand. James T. O’Hara, Inc. will look to get these items ordered once the quantity is finalized, so they are available for starting when approved. James T. O’Hara, Inc. Is looking to start at the eastern in of the project and work in a westerly direction. The mainline crew will start near Area 16 and proceed west. The directional drill subcontractor will start at the Aires Crossing and be completed before the mainline crew arrives. As the mainline crew and directional drilling crew proceed west. A separate crew will follow to do the pressure testing and disinfection of the line. Upon successful testing, the line will be flushed and this crew will tie-in services, fire hydrants and side streets.

6. Critical Materials and Equipment: The project materials required are standard for water line projects. The ductile iron pipe and the valves required can sometimes be delayed due to demand. James T. O’Hara, Inc. will look to get these items ordered once the quantity is finalized, so they are available for starting when approved. HDPE pipe for the directional drilling is usually a two week lead time. James T. O’Hara, Inc. owns the equipment to get the project completed, including excavators, loaders, compactors, and paving equipment. James T. O’Hara, Inc. will be subcontracting the directional drilling to a specialized contractor who will have their own machines.

7. Maintaining Schedule: James T. O’Hara, Inc. will maintain the schedule throughout the project. James T. O’Hara, Inc. is committed to getting the project done in the allotted amount of days provided. As weather is a main reason for the scheduling slipping, James T. O’Hara, Inc. Is looking to work 4-10 hour days, so if James T. O’Hara, Inc. gets rained out one day James T. O’Hara, Inc. can adjust that week’s work days. Another cause of schedule slippage is subcontractors, James T. O’Hara, Inc. will look to get critical subcontractor’s set-up and working once the project is started. The major subcontractor in this project is the directional driller. James T. O’Hara, Inc. will bring in additional crews if needed if the construction schedule falls behind.

8. Site Operations, inc. site layout, logistics, field office: James T. O’Hara, Inc. will place its field office and parking area at an area provided by Fort Indiantown Gap. James T. O’Hara will request weekly deliveries of the 10” ductile Iron pipe to reduce the need for storage and moving the pipe around the job site. Pipe will be strung out along the route as that area is undertaken. Valves and other items will be stored on site in a secured area or conex box. Spoils will be placed in the provided area off Johnson Trail.

9. Project Safety Plan: James T. O’Hara, Inc. has companywide safety and accident prevention plan. James T. O’Hara, Inc. has company safety manual. All employees have received their OSHA 10 card at a minimum. Many have obtained their OSHA 30 card. The company’s safety manager will be out reviewing the site for safety and potential problems. Prior to the start of construction each day, employees gather to review the proposed work and develop the Job/Activity Hazard Analysis for the operation being undertaken. They will review the possible hazards and options to make the activity safer. All employees have the right to stop the work if they feel that the work is unsafe and ask for a review of the conditions.

10. Quality Control Plan: James T. O’Hara, Inc. will have a QC Manager on site as necessary to follow the work and make sure it is done per the contract documents. This includes the materials being used and methods of construction. If something doesn’t meet contract documents, the QC Manager will stop the work and engage with the Project Superintendent to correct the situation. If material is out of specification the QC manager will work with the project coordinator to get the correct material. If questions arise from the contract documents the QC Manager will request an interpretation from the design professional. The QC Manager will review test results and submit them to the appropriate parties.

11. Closeout Process inc. Commissioning, punch list and final closeout As the project progresses, sections of waterline will be tested and disinfected. Upon successfully testing, these sections will be tied into the existing system and commissioned for use. This operation will include the connecting to fire hydrants, building services and side streets. James T. O’Hara, Inc. will work to keep punch list items to a minimum. As each section is commissioned the area will be pre finalized and items corrected. The staff will be trained on the location and operations of the valves and shut-offs. At final close-out, the documentation for the valves, shut-offs and pipe will be presented to the waterline operators and the department as well as the As-Built Drawings.

SECTION 2-4.3

PROJECT MASTER SCHEDULE

2-4.3 Project Master Schedule

1. CPM Schedule: See attached Primavera Preliminary Schedule

2. Milestone Dates: No Milestone dates are given in the Proposal but the contract has a 545 day project completion time frame. James T. O’Hara, Inc. is committed to finishing within the contact time.

3. Scheduling Challenges & Solutions: The major scheduling challenge is not knowing when the contract will be released and agency approvals received. Agency review time varies across agencies and may depend on their backlog and staffing and now the effects of Covid-19. The design phase must start with surveying which can be difficult in the winter months especially if snow is on the ground. Likewise, construction during the winter months is not as efficient due to the weather and lesser amounts of daylight. This can also affect the final restoration as seeding and paving are not conductive to the winter months.

4. Logic, Credibility and completeness of Design Elements:

The following is James T O’Hara, Inc. schedule based on the 545 day project length. An additional crew would be brought in to handle the additional waterline in the alternate bid.

The proposed schedule for the project would flow as follows:

• Upon the notice to proceed schedule a Kick-Off Meeting • Kick-Off Meeting – to get any of the users concerns and expectations • Field Survey to locate the features and existing utilities. • Preliminary Design this will include the PennDot. Stream Crossing and E & S Design. • Preliminary Design Submission and agency review for PennDot HOP, Stream Crossings and E & S

Design. • Final Design to include the addressing the comments from the various agencies. • Final Design submission and agency review for PennDot HOP, Stream Crossings and E & S

Design. • Develop the construction documents as addressing any additional comments that have

developed. • Upon approval of the contract documents, mobilize on site. • Set up Trailer, start construction layout, placement of MPT and E & S Controls. • Start on Fisher Ave working east to west with the traffic installing the water line. • Also start your stream crossing working east to west to stay ahead of the pipe crew. • As James T O’Hara, Inc. progresses start a second crew to test and disinfect the water line. • This crew would then do tie-ins, hydrants, and services. • It would also do any necessary temporary restoration. • As the project winds down the final grading and pave restoration would be completed. • Final restoration and seeding and mulching will be done.

• Final inspection and then correcting any deficiencies followed by demobilization of equipment and trailer.

• If the alternate bid is awarded at the directional drilling of the stream crossing would move to the Qureg Crossing after finishing up on the Base Bid.

• The directional drilling would again proceed east to west. • Upon completion of the Qureg Crossing an additional crew would be added to do the pipework

in the alternate bid. • Both runs of waterline would be completed approximately the same time leading to both crews

working on the final restoration and pavement.

# Activity ID Activity Name OriginalDuration

Start Finish Free

Float1 FITG WFITG WL 329 04-Jan-21 01-Aug-22 0

2 A1000 Project Duration 545 03-Feb-21* 01-Aug-22 03 A1010 Project Award 30 04-Jan-21* 02-Feb-21 04 A1100 Notice to Proceed 1 02-Feb-21 03-Feb-21 05 A1200 Kick-Off Meeting 1 03-Feb-21* 04-Feb-21 06 A1210 PA One Call 10 04-Feb-21 23-Feb-21 07 A1400 Project Meetings 1 04-Feb-21* 08-Feb-21 3088 D1300 Design Project Management 1 04-Feb-21* 08-Feb-21 3089 D1500 Field Survey 20 24-Feb-21 23-Mar-21 010 D1600 Preliminary Design 20 24-Mar-21 20-Apr-21 011 D1700 Preliminary Design Submission 1 21-Apr-21 22-Apr-21 012 D1800 Preliminary Design Review 20 22-Apr-21 20-May-21 1013 D1900 Design Permitting PennDot HOP 20 24-Mar-21 20-Apr-21 014 D1905 PennDot HOP Submission 1 21-Apr-21 22-Apr-21 015 D1910 PennDot HOP Review 20 22-Apr-21 20-May-21 1016 D1920 E&S and Stream Crossing Permit Design 20 23-Mar-21 27-Apr-21 017 D1930 E&S and Stream Crossing Permit Submission 1 27-Apr-21 28-Apr-21 018 D1940 E&S and Stream Crossing Permit Review 20 28-Apr-21 02-Jun-21 019 D2100 Final Design 15 03-Jun-21 23-Jun-21 020 D2200 Final Design Submission 1 24-Jun-21 25-Jun-21 121 D2210 PennDot HOP Re-Submission 1 23-Jun-21 24-Jun-21 022 D2220 E&S & Stream Crossing Permit Re-Submissio 1 23-Jun-21 24-Jun-21 023 D2300 Final Design Review 20 28-Jun-21 29-Jul-21 024 D2310 PennDot HOP Re-Submission Review 20 24-Jun-21 29-Jul-21 025 D2320 E&S & Stream Crossing Re-Submission Revie 20 24-Jun-21 29-Jul-21 026 D2400 Construction Documents 30 30-Jul-21 09-Sep-21 027 F1000 Mobilization 10 09-Sep-21 28-Sep-21 028 F1100 Construction Layout 10 28-Sep-21 14-Oct-21 029 F1200 E and S Control 5 28-Sep-21 06-Oct-21 030 F1300 Maintenance & Protection of Traffic 5 28-Sep-21 06-Oct-21 531 F1400 Area 16 to Troop Medical Center JTO1 10 14-Oct-21 02-Nov-21 032 F1500 Test Area 16 to Troop Medical Center JTO1 5 02-Nov-21 10-Nov-21 033 F1520 Tie-ins, Hydrants & Services JTO1 6 10-Nov-21 22-Nov-21 434 F1540 Troop Medical Center to Aries Run JTO2 10 02-Nov-21 18-Nov-21 035 F1560 Test Troop Medical Center to Aries Run JTO2 5 18-Nov-21 29-Nov-21 036 F1580 Tie-ins, Hydrants & Services JTO2 6 29-Nov-21 08-Dec-21 437 F1600 Aries Run to Rickards Road JTO3 10 18-Nov-21 07-Dec-21 038 F1620 Test Aries Run to Rickards Road JTO3 5 07-Dec-21 15-Dec-21 039 F1640 Tie-ins, Hydrants & Services JTO3 6 15-Dec-21 27-Dec-21 640 F1660 Rickard to Fisher Ave JTO4 12 07-Dec-21 28-Dec-21 041 F1680 Test Rickard to Fisher Ave JTO4 5 28-Dec-21 05-Jan-22 042 F1700 Tie-ins, Hydrants & Services JTO4 6 05-Jan-22 17-Jan-22 443 F1720 Fisher Ave to Vesle Run JTO5 10 28-Dec-21 13-Jan-22 0

0 1 1 2 3 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2J F M A May 2021 J July 2021 A S O N D J F M A May 2022 J July 2022

Project AwardNotice to ProceedKick-Off Meeting

PA One CallProject MeetingsDesign Project Management

Field SurveyPreliminary DesignPreliminary Design Submission

Preliminary Design ReviewDesign Permitting PennDot HOPPennDot HOP Submission

PennDot HOP ReviewE&S and Stream Crossing Permit DesignE&S and Stream Crossing Permit Submission

E&S and Stream Crossing Permit ReviewFinal DesignFinal Design SubmissionPennDot HOP Re-SubmissionE&S & Stream Crossing Permit Re-Submission

Final Design ReviewPennDot HOP Re-Submission ReviewE&S & Stream Crossing Re-Submission Review

Construction DocumentsMobilization

Construction LayoutE and S ControlMaintenance & Protection of Traffic

Area 16 to Troop Medical Center JTO1Test Area 16 to Troop Medical Center JTO1

Tie-ins, Hydrants & Services JTO1Troop Medical Center to Aries Run JTO2

Test Troop Medical Center to Aries Run JTO2Tie-ins, Hydrants & Services JTO2Aries Run to Rickards Road JTO3

Test Aries Run to Rickards Road JTO3Tie-ins, Hydrants & Services JTO3Rickard to Fisher Ave JTO4

Test Rickard to Fisher Ave JTO4Tie-ins, Hydrants & Services JTO4

Fisher Ave to Vesle Run JTO5

FTIG Potable Water Distribution Line ReplacementDGS Project 962-34 Phase 1

East Hanover & Union Townships, Lebanon County, Pennsylvania

06-Nov-20 10:18

Preliminary Project Schedule submitted with BidNovember 2020

Actual Level of EffortActual Work

Remaining WorkCritical Remaining Work

Milestonesummary

Page 1 of 2

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© Oracle Corporation

# Activity ID Activity Name OriginalDuration

Start Finish Free

Float44 F1740 Test Fisher Ave to Vesle Run JTO5 5 13-Jan-22 24-Jan-22 045 F1760 Tie-ins, Hydrants & Services JTO5 5 24-Jan-22 01-Feb-22 546 F1780 Veslel Run to Unt To Vessel Run JTO6 10 13-Jan-22 01-Feb-22 047 F1800 Test Vesle Run to Unt To Vessel Run JTO6 5 01-Feb-22 09-Feb-22 048 F1820 Tie-ins, Hydrants & Services JTO6 7 09-Feb-22 22-Feb-22 549 F1840 UNT To Vessal Run to Rt 443 JTO7 12 01-Feb-22 22-Feb-22 050 F1860 Test UNT To Vessal Run to Rt 443 JTO7 5 22-Feb-22 02-Mar-22 051 F1880 Tie-ins, Hydrants & Services JTO7 10 02-Mar-22 21-Mar-22 652 F1900 Rt 443 JTO8 15 22-Feb-22 21-Mar-22 053 F1920 Test Rt 443 JTO8 6 21-Mar-22 30-Mar-22 054 F1940 Tie-ins, Hydrants &Services JTO8 5 30-Mar-22 07-Apr-22 455 F1960 RT 443 to Area 17 End JTO9 10 21-Mar-22 06-Apr-22 056 F1980 Test RT 443 to Area 17 End JTO9 5 06-Apr-22 14-Apr-22 057 F2000 Tie-ins, Hydrants & Services JTO9 5 14-Apr-22 25-Apr-22 658 F2110 Aries Run Crossing 10 06-Oct-21 25-Oct-21 059 F2120 Vesle Run Crossing 10 25-Oct-21 10-Nov-21 060 F2130 UNT to Vesle Run Crossing 10 10-Nov-21 29-Nov-21 061 F2140 Indiantown Run Crossing 10 29-Nov-21 15-Dec-21 062 F2150 Qureg Crossing 10 15-Dec-21 03-Jan-22 063 F2160 Areis #2 Crossing 10 03-Jan-22 19-Jan-22 064 F2170 UNT Stream Crossing 10 19-Jan-22 07-Feb-22 065 F2200 Alt Quatermaster to Aries Crossing #2 JTO10 15 07-Feb-22 03-Mar-22 066 F2220 Test Alt Quatermaster to Aries Crossing #2 JTO 8 03-Mar-22 17-Mar-22 067 F2240 Tie-ins, Hydrants & Services JTO10 10 17-Mar-22 05-Apr-22 268 F2260 Alt Aries #2 to UNTTo Stream #2 JTO11 15 03-Mar-22 30-Mar-22 069 F2280 Test Alt Aries #2 to UNTTo Stream #2 JTO11 5 30-Mar-22 07-Apr-22 070 F2300 Tie-ins, Hydrants & Services JTO11 5 07-Apr-22 18-Apr-22 571 F2320 UNT to Strean #2 to End JTO12 10 30-Mar-22 18-Apr-22 072 F2340 Test UNT to Strean #2 to End JTO12 5 18-Apr-22 26-Apr-22 073 F2360 Tie-ins, Hydrants & Services JTO12 5 26-Apr-22 04-May-22 074 F2850 Fine Grading and Paving 15 04-May-22 31-May-22 075 F2900 Final Restoration 10 31-May-22 16-Jun-22 076 F2910 Final Inspection 10 16-Jun-22 05-Jul-22 077 F2920 Correct Defiiciencies 10 05-Jul-22 21-Jul-22 078 F2950 Demobolization 5 21-Jul-22 01-Aug-22 079 F3000 End Project 1 01-Aug-22 01-Aug-22* 0

0 1 1 2 3 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2J F M A May 2021 J July 2021 A S O N D J F M A May 2022 J July 2022

Test Fisher Ave to Vesle Run JTO5Tie-ins, Hydrants & Services JTO5Veslel Run to Unt To Vessel Run JTO6

Test Vesle Run to Unt To Vessel Run JTO6Tie-ins, Hydrants & Services JTO6UNT To Vessal Run to Rt 443 JTO7

Test UNT To Vessal Run to Rt 443 JTO7Tie-ins, Hydrants & Services JTO7Rt 443 JTO8

Test Rt 443 JTO8Tie-ins, Hydrants &Services JTO8RT 443 to Area 17 End JTO9

Test RT 443 to Area 17 End JTO9Tie-ins, Hydrants & Services JTO9

Aries Run CrossingVesle Run Crossing

UNT to Vesle Run CrossingIndiantown Run Crossing

Qureg CrossingAreis #2 Crossing

UNT Stream CrossingAlt Quatermaster to Aries Crossing #2 JTO10

Test Alt Quatermaster to Aries Crossing #2 JTO10Tie-ins, Hydrants & Services JTO10

Alt Aries #2 to UNTTo Stream #2 JTO11Test Alt Aries #2 to UNTTo Stream #2 JTO

Tie-ins, Hydrants & Services JTO11UNT to Strean #2 to End JTO12

Test UNT to Strean #2 to End JTOTie-ins, Hydrants & Services JTO

Fine Grading and PavFinal Restoratio

Final InsCo

FTIG Potable Water Distribution Line ReplacementDGS Project 962-34 Phase 1

East Hanover & Union Townships, Lebanon County, Pennsylvania

06-Nov-20 10:18

Preliminary Project Schedule submitted with BidNovember 2020

Actual Level of EffortActual Work

Remaining WorkCritical Remaining Work

Milestonesummary

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© Oracle Corporation

SECTION 2-4.4

QUALIFICATION FORMS

2-4.4 Qualification Forms

2-4.4.1 Design-Build Contractor Qualification Form

1. Design-Build Contractors Experience with Design-Build Projects: Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc./Quad3 Group --Design/Build Utility Replacement, 8 Miles of Old Lake Rd Watermain, Presque Isle State Park, Erie Co, PA Construction Cost: $4,769,000 Scope of Work: Engineering, permitting, and furnishing and installing approximately 40,000 LF 8” ductile iron pipe, 500 LF 8” ductile iron river crossing pipe, 1,600 LF 6” ductile iron pipe, approximately (100) 8” gate valves and boxes, (4) 6” gate valves and boxes, (17) 2” curb valve and boxes, (28) drinking fountain connections, (11)hydrant connections, and any other connections to existing spurs, associated valving, etc., for the water distribution system serving the Park, and all incidental reconstruction of sidewalks, and road/trail crossings, site grading and paving, erosion and sedimentation control and final site grading and seeding. Reference: Scott Schaffer, Sr. Civil Engineer, DCNR, 724.865.2131 Status: Under Design.

2. Design-Build Contractor’s Experience with projects in Military Installations or similar government campuses: Department of the Army Philadelphia District Corps of Engineers Tobyhanna Army Depot 11 Hap Arnold Boulevard Coolbaugh Township, PA James T. O’Hara, Inc. Water Supply System Upgrades Construction Cost: $6,300,000 Scope of Work: Decommission 3 existing wells and construct 4 well house building, install 4 well pumps, , piping etc; construction support for Munitions and Explosives of Concern (MEC); Install approximately 4000 LF of new DIP; install approximately 11000 LF of electrical and communication duct banks with 6'x6'x6' precast concrete manholes and 6 generators; new chemical feed systems; miscellaneous site improvements. Reference: Dean Gillett, USACOE, 570.615.7052 Status: Under Construction nearing completion. Utility Reconfiguration Study & Design, Phases I, II & III, Naval Base, Philadelphia, PA (Also a Design/Build Project) Quad3 Group, Inc. Construction Cost: $24,068,360 In all, nine (9) utility systems were studied: potable water; non-potable water; storm sewer; sanitary sewer; steam and condensate; electrical system(s); compressed air; telecommunications and natural gas. Each system was evaluated on its ability to meet the requirements of the retained, preserved and emergent activities. A topographic survey of the entire base was conducted. Scope of work for Design: Phase I designed segregation of the electric/telephone systems; Phase II designed the separation of all retained utilities from the excessed systems. The design concept required the installation of new facilities and reconfiguring of existing utilities in order to maintain system redundancy, reliability and capacity for all retained, emergent and preserved facilities. In addition, the design initiated the enhancement of each utility system to prepare for the real potential of a complete base closure and a subsequent transfer of each utility system to the City of Philadelphia or a third party.

3. Design-Build Contractor’s Experience on projects with waterline replacements and directional drill installations: Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc./Quad3 Group --Design/Build Utility Replacement, 8 Miles of Old Lake Rd Watermain, Presque Isle State Park, Erie Co, PA Construction Cost: $4,769,000 Scope of Work: Engineering, permitting, and furnishing and installing approximately 40,000 LF 8” ductile iron pipe, 500 LF 8” ductile iron river crossing pipe, 1,600 LF 6” ductile iron pipe, approximately (100) 8” gate valves and boxes, (4) 6” gate valves and boxes, (17) 2” curb valve and boxes, (28) drinking fountain connections, (11)hydrant connections, and any other connections to existing spurs, associated valving, etc., for the water distribution system serving the Park, and all incidental reconstruction of sidewalks, and road/trail crossings, site grading and paving, erosion and sedimentation control and final site grading and seeding. Reference: Scott Schaffer, Sr. Civil Engineer, DCNR, 724.865.2131 Status: Under Design. Lexington Woods and Mt. Pocono Water Main Interconnect (Directional Boring), Tobyhanna, PA Quad3 Group, Inc. Construction Cost: $22,190 Pennsylvania American Water (PAW) required surveying, design and permitting services for 1100 LF of Right-of-Way (ROW) for the installation of a 12” ductile iron concrete lined water main to connect two water systems via a boring under State Route 611 in Tobyhanna, Pennsylvania. The ROW traversed through or adjacent to ten separate properties. A temporary construction easement, with associated erosion and sedimentation control, was provided during installation of the main followed by a permanent maintenance easement. During the surveying of the project site, Quad3, identified wetlands and informed PAW of their presence. The project required coordination between our office, DOT, DEP and the Monroe County Conservation District for the various permits (Highway Occupancy Permit, General Permit 5, and Erosion and Sedimentation Control Permit) on PAW’s tight project schedule. The project was of high priority for PAW and Quad3 expedited the work to accommodate their needs (all original permits were sent into their respective agencies within 35 days). Reference: Daniel Rickard, PE, PA American Water, 570.351.0131 Status: Completed

4. Management Team Individual Qualifications: See Attached Resumes

5. Design-Build Contractor’s Statement of Readiness and Commitment of Resources per the Project Master Schedule: James T. O’Hara, Inc., Quad3 Group and the personnel presented in this proposal are available and committed to the Fort Indiantown Gap New Water Line project.

6. Design-Build Contractor’s Statement regarding the Contractor’s policy as to Diversity in the Workplace, and the Employment of Veterans: It is the policy of James T. O’Hara, Inc. to not discriminate against any employee or applicant for employment because of race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status.

Accordingly, all recruiting, hiring, and promoting for all job classification is made without regard to race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status, except as where sex or handicap is a bona fide occupational qualification. James T. O’Hara, Inc. makes promotion, layoffs, company sponsored training, tuition assistance, education programs and use of company facilities, will be administered without regard race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status (except as where sex or handicap is a bona fide occupational qualification).

DGS C-0962-0034 PHASE 001 / Fort Indiantown Gap - New Water LineTECHNICAL SECTION 1: 2-4.4.2: Design - Retained Professional Qualifications

A. Firm’s Experience on Design-Build:Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc.Design/Build Utility Replacement, 8 Miles of Old Lake Rd Watermain, Presque Isle State Park, Erie Co, PAStart/Completion Date: Sept 2020 - xxxxx / Construction Cost: $4,769,000Scope of Work: Engineering, permitting, and furnishing and installing approximately 40,000 LF 8” ductileiron pipe, 500 LF 8” ductile iron river crossing pipe, 1,600 LF 6” ductile iron pipe, approximately (100) 8”gate valves and boxes, (4) 6” gate valves and boxes, (17) 2” curb valve and boxes, (28) drinking fountainconnections, (11)hydrant connections, and any other connections to existing spurs, associated valving,etc., for the water distribution system serving the Park, and all incidental reconstruction of sidewalks, androad/trail crossings, site grading and paving, erosion and sedimentation control and final site gradingand seeding.Reference: Scott Schaffer, Sr. Civil Engineer, DCNR, 724.865.2131Status: Under Design.

B. Firm’s Experience on Projects in Military Installations:Utility Reconfiguration Study & Design, Phases I, II & III, Naval Base, Philadelphia, PA (Also a Design/BuildProject)Start/Completion Date: 1996 / Construction Cost: $24,068,360In all, nine (9) utility systems were studied: potable water; non-potable water; storm sewer; sanitary sewer;steam and condensate; electrical system(s); compressed air; telecommunications and natural gas. Eachsystem was evaluated on its ability to meet the requirements of the retained, preserved and emergentactivities. A topographic survey of the entire base was conducted. Scope of work for Design: Phase Idesigned segregation of the electric/telephone systems; Phase II designed the separation of all retainedutilities from the excessed systems. The design concept required the installation of new facilities andreconfiguring of existing utilities in order to maintain system redundancy, reliability and capacity for allretained, emergent and preserved facilities. In addition, the design initiated the enhancement of eachutility system to prepare for the real potential of a complete base closure and a subsequent transfer ofeach utility system to the City of Philadelphia or a third party. Major design components include:- Installation of approximately one (1) mile of a joint telephone/electric carrying plant system.- The installation of several primary electric feeders.- The conversion of three (3) facility substations from 2.3KV to 13.2KV.- The installation of a 13.2 KV metal clad switchgear switching and metering station.- The replacement and disposal of four (4) PCB contaminated transformers.- The reconfiguration of the base’s relay protection system.- The installation of approximately 5.5 miles of roadway lighting.- The installation of new water mains throughout the retained area and the cutting/capping of mains

in accordance with proposed base boundaries.- Installation of variable speed drives & motor controllers on four primary non-potable water pumps.- The installation of five (5) package lift stations on the sanitary sewer system.- The conversion of several buildings from steam heat sources to natural gas or electric heat sources.- Installation of a complete phone system including the base’s cable plant and switching equipment.- Extensive amount of roadway, curbing and sidewalk and site work was required for all reconfigured

areas of the base.- Lead paint and asbestos remediation was performed throughout the base.- Environmental studies including air quality permitting was also performed.

Phase III was responsible for modifying the existing utility systems that were abandoned in all excessed areas, under the Phase I and II design projects. These modifications resulted in complete and operational utility systems for the excessed properties. The intent of this project was to provide adequate utility services to the excessed properties to facilitate re-occupation of those properties after the execution of the BRAC legislation. Due to critical budgeting time constraints, the design was completed using the “Newport Design Build” methodology. Quad Three Group’s responsibility was to provide a conceptual level design that would be put out for competitive bid. The project was awarded to a design-build firm who was responsible for completing the design and for constructing the required items in accordance with the criteria established by Quad Three Group. It should be noted that this design methodology was developed for the sole purpose of designing and constructing low level facilities such as child day-care centers and barracks. This process had never been applied to a utility type project. Quad Three Group and Northern Division Naval Facilities Engineering Command worked closely to develop the appropriate methods for successful execution of this style project. The scope of this

DGS C-0962-0034 PHASE 001 / Fort Indiantown Gap - New Water LineTECHNICAL SECTION 1: 2-4.4.2: Design - Retained Professional Qualifications

project, developed jointly by Quad Three Group and the City of Philadelphia, included:- The installation of a new overhead and underground primary distribution circuit to re-feed a substation.- The installation of approximately four (4) miles of roadway lighting.- The replacement and disposal of three (3) PCB contaminated transformers and site remediation.- The installation of nine (9) package boiler systems.- The replacement and reconfiguration of several sanitary gravity mains.- The installation of five (5) prefabricated sanitary sewer lift stations.- Major repairs to the main sanitary sewer pump station including the replacement of the comminuter,

recoating the wet well, replacing the existing motor control centers with variable frequency drivesand controllers, and providing a backup emergency generator.

- The design and installation of backflow prevention and cross connection control devices for domesticand fire protection system for approximately 150 buildings.

- The installation of approximately five (5) miles of 12” and 8” water mains.- The servicing of non-potable sprinkler and hydrant systems with potable water.- The complete upgrade of the main water pumping station including the replacement of the existing

2.3KV pumps and controllers with 480V pumps and motor controllers, the elimination of the aboveground reservoir, and the installation of 2.3KV substation.

- Extensive roadway, curbing, sidewalk & site work was required for all reconfigured areas of the base.Reference: William McElvenny, 610.595.0580Status: Completed on time / On Budget

C. Firm’s Experience on Projects with Water Line Replacements:Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc.Design/Build Utility Replacement, 8 Miles of Old Lake Rd Watermain, Presque Isle State Park, Erie Co, PAStart/Completion Date: Sept 2020 - xxxxx / Construction Cost: $4,769,000Scope of Work: Engineering, permitting, and furnishing and installing approximately 40,000 LF 8” ductileiron pipe, 500 LF 8” ductile iron river crossing pipe, 1,600 LF 6” ductile iron pipe, approximately (100) 8”gate valves and boxes, (4) 6” gate valves and boxes, (17) 2” curb valve and boxes, (28) drinking fountainconnections, (11)hydrant connections, and any other connections to existing spurs, associated valving,etc., for the water distribution system serving the Park, and all incidental reconstruction of sidewalks, androad/trail crossings, site grading and paving, erosion and sedimentation control and final site gradingand seeding.Reference: Scott Schaffer, Sr. Civil Engineer, DCNR, 724.865.2131Status: Under Design

Lexington Woods and Mt. Pocono Water Main Interconnect (Directional Boring), Tobyhanna, PAStart/Completion Date: March 2009 / Aprll 2009 / Construction Cost: $22,190Pennsylvania American Water (PAW) required surveying, design and permitting services for 1100 LF of Right-of-Way (ROW) for the installation of a 12” ductile iron concrete lined water main to connect two water systems via a boring under State Route 611 in Tobyhanna, Pennsylvania.

The ROW traversed through or adjacent to ten separate properties. A temporary construction easement, with associated erosion and sedimentation control, was provided during installation of the main followed by a permanent maintenance easement. During the surveying of the project site, Quad3, identified wetlands and informed PAW of their presence.

The project required coordination between our office, DOT, DEP and the Monroe County Conservation District for the various permits (Highway Occupancy Permit, General Permit 5, and Erosion and Sedimentation Control Permit) on PAW’s tight project schedule. The project was of high priority for PAW and Quad3 expedited the work to accommodate their needs (all original permits were sent into their respective agencies within 35 days).Reference: Daniel Rickard, PE, PA American Water, 570.351.0131Status: Completed on Time / On Budget

D. IndividualQualifications:Brent L. Berger, Principal-in-Charge Time with Firm: 32 YearsEducation: Bachelor of Science, Environmental Science, Penn State UniversityResponsibilities: Mr. Berger serves as the civil / water and wastewater utility systems designmanager providing technical and administrative guidance in the preparation of all civil, water &wastewater treatment, collection /distribution projects, transportation and site development,. In

DGS C-0962-0034 PHASE 001 / Fort Indiantown Gap - New Water LineTECHNICAL SECTION 1: 2-4.4.2: Design - Retained Professional Qualifications

addition to his design expertise, Mr. Berger’s responsibilities include client relations, contract negotiations, project scheduling and budgeting, assignment of personnel, and the selection and management of subconsultants.

Experience:Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc.Design/Build Utility Replacement, 8 Miles of Old Lake Road Watermain, Presque Isle State Park, Erie County, PA

US Navy, Northern Division, NAVFACENGCOM, Lester, PAUtility Reconfiguration, Phase II and III, Naval Base, Philadelphia, PA

US Army COE, Philadelphia District, Philadelphia, PAWater Supply, Storage & Distribution System, Tobyhanna Army Depot, Tobyhanna, PA

US Army COE, Philadelphia District, Philadelphia, PABuilding 1027 Update Public Water Supply Facility, Tobyhanna Army Depot, Tobyhanna, PA

US Navy, Naval Education and Training Center, Newport, RIWater Line Cross Connection Control Program and Survey

Department of General Services, Harrisburg, PA- Upgrade Water Treatment and Renovate Station Buildings and Utilities, Huntsdale Fish Culture Station,

Cumberland County, PA- Polk Center - Renovate Water Treatment Plant, Venango County, PA- Construction Administration, Renovate Water Treatment Plant, Venango County, PA- Renovations and Upgrade Campus Utilities, Mansfield University, Mansfield, PA

Allied Services, Clarks Summit, PAWater Service Modifications, John Heinz Rehabilitation, Wilkes-Barre, PA

Pennsylvania American Water, Wilkes-Barre, PA- 7.5 MGD Flat Road Regulator Station, Plymouth, PA- Ceasetown / Crystal Lake Interconnect and Pumping Station, Ashley, PA- 13,000 LF Forest City System Expansion, Forest City, PA- 20,000 LF Mt Pocono System Interconnect, Mt. Pocono, PA- Comprehensive Planning Study Hydraulic Model for 1,700 Miles of Water Distribution System,

Wilkes-Barre, PA- Mid Monroe Tank #3, Middle Smithfield Twp., Monroe County, PA- Pocono Chemical Feed Building, Coolbaugh Township, PA- Silver Well Stations No. 3 and No. 4, Delaware Township, PA- Montrose Filter Plant Additions, Montrose, PA- Lehman-Pike Wastewater Collection System Upgrades, Lehman Twp., Pike Co, PA- Pocono Country Place Lift Station H Replacement & Saw Creek Porter Pit Pump Station Replacement,

Monroe Co, PA

F. Mark Voyack, PE, Utilities Engineer Time with Firm: 25 YearsEducation: Bachelor of Science, Water, Resources Engineering Technology and Associate ofTechnology, Mechanical, Engineering Technology, Penn State UniversityResponsibilities: Mr. Voyack’s experience in water systems includes existing system line televisioninspections and reports, the design of rehabilitation of existing treatment plants, design of newconveyance systems, storage tanks and pumping stations. Mr. Voyack has also worked as a Construction Engineer and Project Manager for a large international construction company on industrial andmunicipal projects in the water, wastewater, and energy fields. He has worked on large steel plateconstruction projects both domestically and abroad.

Experience:Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc.Design/Build Utility Replacement, 8 Miles of Old Lake Road Watermain, Presque Isle State Park, Erie County, PA

DGS C-0962-0034 PHASE 001 / Fort Indiantown Gap - New Water LineTECHNICAL SECTION 1: 2-4.4.2: Design - Retained Professional Qualifications

Department of General Services, Harrisburg, PA- Renovation and Upgrade Campus Utilities, Mansfield University, Mansfield, PA- Polk Center - Renovate Water Treatment Plant, Venango County, PA- Construction Administration, Renovate Water Treatment Plant, Venango County, PA- Upgrade Water Treatment and Renovate Station Buildings and Utilities, Huntsdale Fish Culture

Station, Cumberland County, PA

US Army COE, Philadelphia District, Philadelphia, PAWater Supply, Storage and Distribution System, Tobyhanna Army Depot, Tobyhanna, PA

US Navy, Northern Division, NAVFACENGCOM, Lester, PAUtility Reconfiguration, Naval Base, Philadelphia, PA

US Coast Guard Civil Engineering Unit, Miami, FLCivil Engineering Utility Inspection and Report, Station Borinquen, Aguadilla, Puerto Rico

Pennsylvania American Water, Montrose, PA- Water Treatment Plant Rehabilitation- Pocono Country Place Sewage Lift Station #3- 30” Steel Raw Water Transmission Pipeline Inspection - Elmhurst- Blue Mountain Lake Booster Station, Monroe County, PA- Montrose Water Filtration Plant Filter Storage Tank, Montrose, PA- Winona Lake & Pocono Country Place Sewage Pump Stations, Monroe County, PA- Birch Acres Interconnect SR209, Smithfield & Middle Smithfield Township, Monroe County, PA- Forest City - Brownell Water System Interconnect, Wilkes-Barre, PA- Booster Pump Station and Sewage Lift Stations, Saw Creek Estates, Lehman Township, Pike Co, PA

Carl Schimmel, PE Time with Firm: 24 YearsEducation: Bachelor of Science, Structural Design & Construction Engineering Technology and Associate, Surveying Technology, Penn State University

Responsibilities: Mr. Schimmel possesses extensive experience in site development, hydraulic analyses, stormwater management, erosion and sedimentation control and roadway design. Mr. Schimmel’s background also encompasses sanitary engineering, surveying, structural analysis and design.

Experience:Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc.Design/Build Utility Replacement, 8 Miles of Old Lake Road Watermain, Presque Isle State Park, Erie County, PA

US Army COE, Philadelphia District, Tobyhanna Army Depot, Tobyhanna, PAWater Supply, Storage and Distribution System

US Navy, Northern Division, NAVFACENGCOM, Lester, PAUtility Reconfiguration, Naval Base, Philadelphia, PA

US Coast Guard Civil Engineering Unit, Miami, FLCivil Engineering Utility Inspection and Report, Station Borinquen, Aguadilla, Puerto Rico

Department of General Services, Harrisburg, PA- Renovation and Upgrade Campus Utilities, Mansfield University, Mansfield, PA- Upgrade Water Treatment and Renovate Station Buildings and Utilities, Huntsdale Fish Culture

Station, Cumberland County, PA

Luzerne County Flood Protection Authority, Wilkes-Barre, PALevee Pipe Penetration Study / Inspection (11.7 Miles / 10 Municipalities)

Pennsylvania American Water, Wilkes-Barre, PA- Water Main Replacement, Lake Spangenberg- Mid Monroe Well #3 and Treatment Building, Monroe County

DGS C-0962-0034 PHASE 001 / Fort Indiantown Gap - New Water LineTECHNICAL SECTION 1: 2-4.4.2: Design - Retained Professional Qualifications

- Water Main Replacement, Suscon Road- Saw Creek Section 8 Water Storage Tank & Booster Facility, Lehman Twp, Pike Co- Ceasetown / Crystal Lake Interconnect- Pocono Country Place Sewage Lift Station #3- Lexington Woods and Mt. Pocono Water Main Interconnect, Tobyhanna, PA- Pocono Country Place, Sewer Line Replacement- Tobyhanna and Mount Pocono Interconnects- Forest City - Brownell Water System Interconnect- Leggett’s Creek Water Pipe, Crossing, South Abington Township- Leggett’s Creek Crossing- Martins Creek Water Line Crossing- Birch Acres Water Line Crossing

The Pennsylvania State University, Altoona, PARenovations and Upgrade of Campus Utilities, Altoona Campus

David Godowsky, PLS Time with Firm: 31 YearsEducation: Associate Degree, Survey Technology, Penn State University

Responsibilities: Mr. Godowsky has extensive experience with large scale projects with critical time schedules. Mr. Godowsky is knowledgeable in boundary law. His background includes field surveys and mapping, data reduction, courthouse research and preparation of plans and deed descriptions necessary for planning, design, and field stakeout of subdivisions and structures. Dave is proficient in surveying hardware with computer interfacing.

Experience:Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc.Design/Build Utility Replacement, 8 Miles of Old Lake Road Watermain, Presque Isle State Park, Erie County, PA

US Army COE, Philadelphia DistrictWater Supply, Storage & Distribution System, Tobyhanna Army Depot, Tobyhanna, PA

Department of General Services, Harrisburg, PA- Utility Upgrades at Mansfield University, Mansfield, PA- Upgrade Water Treatment and Renovate Station Buildings and Utilities, Huntsdale Fish CultureStation, Cumberland County, PA- Renovate Water Treatment Plant, Polk Center, Venango County, PA

Pennsylvania American Water, Wilkes-Barre, PA - Montrose SPCA, Topographic Mapping & Easement Preparation, Susquehanna County, PA- Boundary & Topographic Survey and Wetlands Delineation, Thompson, PA- Boundary Survey, Lake Spangenberg Well #1 and #2, Jefferson Twp, Lackawanna Co, PA- Birch Acres Interconnect SR209, Smithfield & Middle Smithfield Township, Monroe County, PA- Well #1, Indian Rocks Sketch Plan, Wayne County, PA- Flat Road Regulator, Plymouth Township, PA- Sewer Line Replacement, Pocono Country Place, Coolbaugh, PA- Chemical Building Design, Mount Pocono, PA- Tobyhanna Interconnect and Mount Pocono Interconnect, Wilkes-Barre, PA- Forest City - Brownell Water System Interconnect, Wilkes-Barre, PA- Mid Monroe Tank #3, Middle Smithfield Twp., Monroe County, PA- Water Main Replacement, SR2024 Inkerman, Jenkins Township, PA- Booster Pump Station & Sewage Lift Stations, Saw Creek Estates, Lehman Township, Pike County, PA- Well #4, Indian Rocks, Wayne County, PA- Ceasetown / Crystal Lake Interconnect, Ashley, PA- Boundary, Subdivision, Datum Verification, Susquehanna Borough, PA- Fernwood Well 9 & Treatment Plant- Timothy Lake Booster Station, East Stroudsburg, PA- Annual Indefinite Delivery Surveying Contract (held continuously since 2006)

DGS C-0962-0034 PHASE 001 / Fort Indiantown Gap - New Water LineTECHNICAL SECTION 1: 2-4.4.2: Design - Retained Professional Qualifications

E. Firm’s Statement of Readiness/Commitment of Resources per Project Schedule:

Quad3 Group, Inc. and the personnel presented in this proposal are available and committed to the Fort Indiantown Gap New Water Line project.

F. Firm’s Statement regarding Diversity in the Workplace and the Employment of Veterans:

It is the policy of Quad3 Group, Inc. to not discriminate against any employee or applicant for employment because of race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status.

Accordingly, all recruiting, hiring and promoting for all job classifications is made without regard to race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status, except where sex or type of handicap is a bona fide occupational qualification. Quad3 Group, Inc. makes every effort to ensure that all personnel actions, such as compensation, benefits, recruitment, transfer, promotion, layoffs, rehires from layoffs, company sponsored training, tuition assistance, education programs and use of company facilities, will be administered without regard to race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status (except where sex of type of handicap is a bona fide occupational qualification).

Organization Chart:

Brent L. BergerProject Administrator / Quad3

Project Administrator / Architect

Surveying

James E. Hartman, PLSSurveyor / Honor Engineer CoJared Hockenberry, PE, CPESCCivil/Surveying / Honor Engineer Co

Contractor

James T. O’HaraRobert Opalka

Civil Engineering

F. Mark Voyack, PEUtilities Engineer/Quad3

Carl Schimmel, PECivil Engineer/Quad3

Martin MouchaCivil Engineering/Quad3David Godowsky, PLSHead Surveyor/Quad3

2-4.4.3 Construction – General Construction Qualification Form 1. Contractors Experience with Design-Build Projects:

Department of Conservation & Natural Resources, Harrisburg, PA / James T. O’Hara, Inc./Quad3 Group --Design/Build Utility Replacement, 8 Miles of Old Lake Rd Watermain, Presque Isle State Park, Erie Co, PA Construction Cost: $4,769,000 Scope of Work: Engineering, permitting, and furnishing and installing approximately 40,000 LF 8” ductile iron pipe, 500 LF 8” ductile iron river crossing pipe, 1,600 LF 6” ductile iron pipe, approximately (100) 8” gate valves and boxes, (4) 6” gate valves and boxes, (17) 2” curb valve and boxes, (28) drinking fountain connections, (11)hydrant connections, and any other connections to existing spurs, associated valving, etc., for the water distribution system serving the Park, and all incidental reconstruction of sidewalks, and road/trail crossings, site grading and paving, erosion and sedimentation control and final site grading and seeding. Reference: Scott Schaffer, Sr. Civil Engineer, DCNR, 724.865.2131 Status: Under Design.

2. Contractors Experience with projects in Military Installations or similar government campuses: Department of the Army Philadelphia District Corps of Engineers Tobyhanna Army Depot 11 Hap Arnold Boulevard Coolbaugh Township, PA James T. O’Hara, Inc. Water Supply System Upgrades Construction Cost: $6,300,000 Scope of Work: Decommission 3 existing wells and construct 4 well house building, install 4 well pumps, , piping etc; construction support for Munitions and Explosives of Concern (MEC); Install approximately 4000 LF of new DIP; install approximately 11000 LF of electrial and communication duct banks with 6'x6'x6' precast concrete manholes and 6 generators; new chemical feed systems; miscellaneous site improvements. Reference: Dean Gillett, USACOE, 570.615.7052 Status: Under Construction nearing completion. Commonwealth of PA , DCNR Bureau of Facility Design & Construction Promised Land State Park James T. O’Hara, Inc. Contract # FDC-414-961.1 Pickerel Point & Deerfield Construction Cost: $2,848,110 Scope of Work: Campground Rehab - 2 Sanitary Pump Stations Over 5,000 LF Butt-fuse Force Main in the lake. Reference: Eugene J. Cosmoss Director P: 717.787.5055 Status: Complete PA Department of General Services State Correctional Institution-Dallas James T. O’Hara, Inc. PA DGS 578-24.2 Construction Cost: $ 3,292,000 Scope of Work: Wastewater Treatment Plant Modifications PA DGS 578-21.1 Construction Cost: $3,110,000 Scope of Work: Replace Underground Water Lines Reference: Brent Berger Quad3 Group P: 717.787.5055 Reference: Matt Orner, P.E. Gwin,Dobson &Foreman, Inc. P: 814.943.5214 Status: Complete

3. Contractors Experience on projects with waterline replacements and directional drill

installations: PA American Water Scranton/Wilkes Barre Office 2699 Stafford Avenue Scranton, PA 18505 PA American Water N-20-012;WBSP8 Construction Cost $1,345,712 Scope of work Installation of approx. 7000LF of 4"-8" DIP; Installation of 5 fire hydrant assemblies; Installation of approx. 250 services; trench restoration of approx. 50,000 SF & mill & overlay approx. 200,000 SF of roads. Reference: James Hoover P: 570.969.7501 Status: Under Construction

South Wayne County Water and Sewer Authority, Lake Ariel, PA 18436 Roamingwood - Contract No. 11 Construction Cost $19,048,741 Scope of Work 59,560 ft Low Pressure Sewers, 60,399 ft Water Mains, 66,975 ft of services, Restoration, Repaving. 970 Grinder Pumps. Install 46,350 tons & 241,300 sy of overlay pavement restoration. Reference: Dave Osborne, P.E. LaBella Associates P: 570.342.2101 Status: Completed

South Wayne County Water and Sewer Authority, Lake Ariel, PA 18436 Roamingwood - Contract No. 5 Construction Cost $17,082,162 Scope of Work: 62,000 ft Low Pressure Sewers and Water Mains, 1,200 services, Restoration, 187,500 sy of overlay pavement restoration. Reference: Jack Lennox P: 570.698.6162 Status: Completed JMF Underground our directional drilling subcontractor’s Principal Officers experience and a list of jobs is attached.

4. Management Team Individual Qualifications: See Attached Resumes

5. Contractor’s Statement of Readiness and Commitment of Resources per the Project Master Schedule: James T. O’Hara, Inc. and the personnel presented in this proposal are available and committed to the Fort Indiantown Gap New Water Line project.

6. Contractor’s Statement regarding the Contractor’s policy as to Diversity in the Workplace, and the Employment of Veterans: It is the policy of James T. O’Hara, Inc. to not discriminate against any employee or applicant for employment because of race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status. Accordingly, all recruiting, hiring, and promoting for all job classification is made without regard to race, color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status, except as where sex or handicap is a bona fide occupational qualification. James T. O’Hara, Inc. makes promotion, layoffs, company sponsored training, tuition assistance, education programs and use of company facilities, will be administered without regard race,

color, religion, age, sex, handicap, national origin, ancestry, physical disability or Veteran status (except as where sex or handicap is a bona fide occupational qualification).

841 W Trindle Road

Mechanicsburg, PA 17055

Phone: (717) 697‐4029

Fax: (717)697‐4039

www.JMFunderground.com

Name Title Time in Field Strengths

JosephFisher President&Owner 12Years‐10yearsconstructionexperience

‐ManagesworkflowforJMFUnderground.‐Practicesassetoptimizationandsustainability

BrentRoush GeneralManager 15Years‐15yearsmanagerialexperienceintheconstructionindustry

‐DaytodaymanagerofJMFUnderground‐Disasterrecoveryspecialist

DanielHauck AccountManager 7Years‐LicensedEITEngineer

‐Establishesandmaintainsworkingaccounts‐Specializesindesignandcreationofboreprofiles

TroyBrennan SafetyandComplianceManager 25Years‐OSHA30certified

‐DirectionalDrillingexperience‐AdvancedleadershipandknowledgeTrainer

PDMcVay DirectorofHDDOperations 28Years

‐25Yearshandsonexperienceintheboringandpipelineindustry‐OSHACertifications

‐Boringexperienceupto42"‐Wirelinetraining

‐MudSchoolTraining

JustinLittle ConstructionSuperintendent 12Years‐10YearsDirectionalDrillingExperience

‐OSHACertification‐Successfulcompletionof>100largediameterbores

Experience of the Principal Officers

4. CONSTRUCTION – GENERAL CONSTRUCTION ENTITY QUALIFICATIONS (SUBCONTRACTOR) a.) Experience on Design-Build Projects Date – Contract/Award Date: September 2019 Location: Morelock ARC, Pittsburgh, PA Owner: Mountain Consulting Owner Contact: Project Amount: $ 15,000.00 Project Description: Installation of 2” HDPE pressure pipe Status of Project: Completed Completed as Originally Scheduled: Yes Experience on Design-Build Projects Date – Contract/Award Date: Ft Indiantown Gap Location: Ft Indiantown Gap Aircraft Maintenance Instructional Building Owner: Boro Construction Owner Contact: Project Amount: $25,000.00 Project Description: Installation of Electrical / Communication Conduits Status of Project: Completed Completed as Originally Scheduled: Yes

Experience on Design-Build Projects Date – Contract/Award Date: March 2016 Location: Culpeper National Cemetery, Culpepper VA Owner: P2 Controls Owner Contact: Project Amount: $35,000.00 Project Description: Installation of 2500LF of communication conduit Status of Project: Completed Completed as Originally Scheduled: Yes b.) Experience on Military Installations or Similar Governmental Campus Projects Date – Contract/Award Date: September 2019 Location: Morelock ARC, Pittsburgh, PA Owner: Mountain Consulting Owner Contact: Project Amount: $ 15,000.00 Project Description: Installation of 2” HDPE pressure pipe Status of Project: Completed Completed as Originally Scheduled: Yes Experience on Military Installations or Similar Governmental Campus Projects Date – Contract/Award Date: Ft Indiantown Gap Location: Ft Indiantown Gap Aircraft Maintenance Instructional Building Owner: Boro Construction Owner Contact: Project Amount: $25,000.00 Project Description: Installation of Electrical / Communication Conduits Status of Project: Completed

Completed as Originally Scheduled: Yes Experience on Military Installations or Similar Governmental Campus Projects Date – Contract/Award Date: March 2016 Location: Culpeper National Cemetery, Culpepper VA Owner: P2 Controls Owner Contact: Project Amount: $35,000.00 Project Description: Installation of 2500LF of communication conduit Status of Project: Completed Completed as Originally Scheduled: Yes

c.) Experience with Water Line Replacements and Directional Drill Installations, Including Remote Monitoring of Water System Component Projects

Date – Contract/Award Date: January 2018 Location: Fort Meade Army Base Owner: Keystone Clearwater Solutions Owner Contact: Project Amount: $75,000.00 Project Description: Installation of 850LF of 8” Water Main Status of Project: Completed Completed as Originally Scheduled: Yes

Experience with Water Line Replacements and Directional Drill Installations, Including Remote Monitoring of Water System Component Projects

Date – Contract/Award Date: December 2017 Location: Butler, PA Owner: Keystone Clearwater Solutions Owner Contact: Project Amount: $200,000.00 Project Description: Installation of 900LF of 16” water main Status of Project: Completed Completed as Originally Scheduled: Yes

Experience with Water Line Replacements and Directional Drill Installations, Including Remote Monitoring of Water System Component Projects

Date – Contract/Award Date: June 2017 Location: Circleville, Ohio Owner: Wood Group Owner Contact: Project Amount: $330,000.00 Project Description: Installation of 1800LF of 12” Water Line Status of Project: Completed Completed as Originally Scheduled: Yes

d.) Individual Qualifications

See attached

e.) Statement of Readiness and Commitment of Resources

JMF Undergrounds included man power will be available for the duration of this project.

f.) Statement regarding the firm’s policy as to Diversity in the Workplace, and the Employment of Veterans

It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment without regard to their race, religion, sex, color, national origin, age or disability. JMF is an equal opportunity employer for veterans.