Craig Kirk, P.E. Email & Phone Number

Us

Responsible for scope execution which includes:Angore Gas Field Phase II (July 2018 to March 2020)• 1320 precast concrete T-walls, six security watch towers, anti-vehicle slide gates, and intrusion-detection communication systems at Angore Wellpad A, B, and C, requiring 5700 m3 of 32 MPa concrete.• Angore Wellpad C bulk earthworks that consists of 320,000 m3 of residual clay cut and 103,000 m3 of crushed limestone for select fill and capping placement, as well as for a retention buttress and subsoil drainage applications.• Surface facilities include two gas flowline metering and MEG injection skids, a vent line system to knock-out drum for liquid – vapor separation, one local equipment room for uninterrupted power supply, one hydraulic power unit (HPU), and one pig launcher station.• 1.6 km of an underground flowline gathering system between Angore Wellpad A and Wellpad C installed to AS 2885 and AS 3000 requirements. Flowline size and supporting utilities identical to Angore Gas Field Phase I scope below.Angore Gas Field Phase I (March 2017 to February 2018)• 11.2 km of an underground flowline gathering system linking Angore Wellpad A to the Hides Gas Conditioning Plant through both open trench and trenchless directional boring (HDD) methods. The flowline gathering system consisted of the following: a) Welded 350mm diameter carbon steel (multiphase gas) pipeline installed to AS 2885 requirements b) Welded 50mm diameter monoethylene glycol (MEG) line installed to AS 2885 requirements c) Underground FOC & medium voltage power (UPS and lighting) supply cable installed to AS 3000 requirements• New Brownfield tie-in facilities at the HGCP included piping modifications to an existing slugcatcher system, as well as a new pig receiver station for the Angore flowline. All above-ground Duplex steel piping specified to ASME B31.3 requirements

Us

Owner’s Engineer responsible for repairs and restoration of Komo airfield to Dash 8 / L100 service after February 2018 7.6M earthquake. Conducted review with Civil Aviation Safety Authority (CASA) to allow recertification of airfield. Responsibilities included: • runway sub-grade rehabilitation with controlled low strength material (flowable concrete fill)• runway sub-base & base rehabilitation with cement stabilization • structural repairs and restoration of water, sewer, and electrical services to airfield terminal building

Us

Responsible for mechanical completion of Wellpad F surface facilities and F1 flowline system. Construction scope included 260 metres of welded 250mm diameter carbon steel gas flowline, 290 metres of 50mm MEG line, and 480 metres of underground uninterrupted power and lighting cable as well as FOC cable, all of which ties a new wellhead facility (Wellpad F) to the Spineline Gathering System’s high point at an existing Brownfield facility (Wellpad E). New surface facilities on Wellpad F included gas flowline and MEG injection metering skids, vent line system to knock-out pot for liquid-vapor separation, HPU, and a local equipment room for uninterrupted power supply, lighting, and communications. All underground carbon steel piping, above-ground Duplex steel piping, and power cable installed to AS 2885, ASME B31.3, and AS 3000, respectively. Concrete foundations installed to AS 3600. Other responsibilities included: • Management of change (MOC) coordinator for F1 Wellhead System Project change of scope• Projects interface with Operations on Wellpad E Brownfield tie-in works• Area authority for work management system permits

Us

Coordinated construction of a new 25 MW power supply station with transformer and switchyard inside the LNGP, which sources power via new underground 33kV cables fed from LNGP generators, to PNG Power Limited’s overhead high voltage corridor near the LNGP.

Us

Responsible for construction oversight of Wellpad G surface facilities, which included MEG-injection and gas metering skids, a vent line system to a knock-out drum for liquid-vapor separation, a local power equipment room and transformer, a hydraulic power unit, a heater package, and a pig launcher station for the G1 and G2 flowlines. Above-ground 50mm, 100mm, 250mm, and 300mm Duplex steel piping were installed to ASME 31.3 guidelines. Scope included uninterrupted power and lighting cable installation to AS 3000 standards. Also responsible for construction oversight of Produced Water Disposal (PWD) surface facilities, which included local power equipment room and transformer, pump stations, as well as installation of above-ground 50mm and 100mm steel gas piping to ASME B31.3 guidelines. Scope included uninterrupted power and lighting cable installation to AS 3000 standards.

Us

EPC5A Pipeline GroupCoordinated field installation of 22 km of a welded 550mm diameter carbon steel gas gathering system pipeline, ie the Hides Spineline, from the HGCP to six Spineline wellpads. The Spineline trench included also included FOC, high voltage (33kV) cable, and a MEG injection welded 50mm carbon steel pipeline. In addition to pipeline scope, responsibilities also included:• Bulk earthworks for three wellpad facilities (Hides 5 & Angore Wellpad A & B) • 9 km of new Greenfield access road construction / 5 km of existing Brownfield road maintenance • Concrete spread footing foundations and steel cofferdam cellars to support wellheads Early Works Infrastructure (C1)Owner’s Engineer responsible for field implementation of detailed design plans, Company global and site specific specifications, and regulatory compliance requirements associated with project infrastructure scope of works, which included the following three components:• Bulk earthworks for Hides Gas Conditioning Plant, Utilities pad, Industrial Park, Rotator Housing, and temporary C1/EPC4 camps. • Bulks earthworks for six wellpad facilities (Spineline WPB, WPC, WPD, WPE, WPG, and the Primary Water Disposal facility) including a new 21 km access road servicing the Spineline wellpad locations noted above. Infrastructure scope also included construction of steel cofferdam cellars and supporting concrete spread footings (Spineline wellpads) and piled foundations (PWD only), to support future drilling operations.• Ancillary facilities to support other EPCs and Operations, which include a refuelling area facility, water headworks (two water bores) to provide water supply for both construction and operation phases, a waste management area including a landfill to support 55,000 cubic metres of waste storage, a four-bay vehicle wash facility, as well as foundations for a major telecom tower facility.

Houston, Texas, Us

Owner’s Engineer responsible for Highlands Highway (Mendi to Hides) civil / structural works construction, including existing road maintenance and some reconstruction, two Mabey and Johnson Bailey bridge replacements, one major culvert bypass, and two camps. Responsibilities also included:• Stewarded multi-discipline technical queries from Contractor, while reporting to C1 Management all progress, deviations, and execution concerns. • Executed all Management of Change PowerPoint presentations for scope changes on the Highlands Highway.• Interim site lead for Highlands Highway project operations.• Coordinated with the PNG Department of Lands & Physical Planning all Highlands Highway land acquisition needs

Houston, Texas, Us

• Managed scope and budget for the geotechnical drilling investigation for future bridge abutment locations, for 21 bridges to be replaced and relocated adjacent to the existing bridge locations on the Highlands Highway, from Mendi to Hides. Geotechnical scope also included soil investigations at a proposed waste management landfill site near Hides, and two major roll-on, roll-off wharfs at Kopi, PNG.• Prepared scope of work document detailing maintenance and construction / reconstruction upgrades for the Highlands Highway, from Mendi to Hides (188 km), subsequent to authoring a pavement design report detailing pavement structure requirements on the Highlands Highway to support PNG LNG logistics movements, based on subgrade CBR values and project logistics equivalent single axle load (ESAL) requirements. Pavement design report utilized criteria from the Overseas Road Note 31 (British Standard) and the Australian Road Research manual for both sealed and unsealed roads.

Houston, Texas, Us

Spur 601 Tollway Design/Build, TxDOT El Paso District – El Paso, Texas, USAEngineer of record for plans, specifications, and estimate for the construction of a new six-lane high-speed tollway expressway from U.S 54 to Loop 375 for a total project length of 7.4 miles (11.8 km). Project also included one four-level directional three leg interchange with direct connectors at the intersection with US 54; an elevated expressway over Railroad Drive, Union Pacific Railroad (UPRR), Marshall Street, Fort Bliss Railroad and Chaffee Rd with frontage roads between Marshall Street and Chaffee Rd; one three-level directional three leg interchange at Airport Rd; three diamond interchanges at Global Reach Drive, Constitution Rd, and Loop 375; one overpass at the Tactical Vehicle/ Privately Owned Vehicle (POV) Road crossing; two floodway crossing structures below Spur 601 and Tactical Vehicle/POV Road. Other proposed roadway improvements for Spur 601 included continuous lighting, Intelligent Transportation System (ITS), MSE retaining walls, large guide signs, closed and open channel drainage systems, retention basins, and traffic signals. Estimated Construction Cost - $368M USD.Drainage Lead Engineer – Tactical Vehicle Road, TxDOT El Paso District – El Paso, Texas, USAPlans, specifications, and estimate services for the completion of three separate storm sewer trunk systems ranging in size from 24” to 42” RCPs, along a Tactical Vehicle / POV road just south of the Airport / Spur 601 interchange. Project length is 1.7 miles (2.7 km). As lead drainage engineer, performed final hydrologic and hydraulic design calculations, using Geopak Drainage. Engineer of record for all storm sewer trunk, laterals, and SW3P drawings.

Houston, Texas, Us

Grand Parkway Segment F2 Schematic Design, Harris County Toll Road Authority – Houston, Texas, USARoadway Lead Design EngineerProject engineer lead for preliminary design services of a new urban six-lane freeway from SH 249 to IH-45 for a project length of 12 miles (19.2 km). Project includes to construct an ultimate six-lane urban freeway with one five-level directional system interchange at the intersection with IH 45; a depressed freeway diamond interchange at the intersection of FM 2920; three diamond interchanges; and one railroad overpass. Other recommended roadway improvements include continuous lighting, ITS, retaining walls, large guide signs, closed and open channel drainage systems, retention basins, and traffic signals. Performed design/supervision and QA/QC for the schematic design. Estimated Construction Cost - $325M USDRM 2222 Schematic Design, TxDOT Austin District – Austin, Texas, USAProject engineer lead for the preliminary / schematic design services for the reconstruction of the new six-lane (option 1) or eight-lane (option 2) high-speed expressway from RM 620 to Loop 360 for a total project length of 5.2 miles (8.32 km). The project includes reconstruction to a six-lane urban expressway and an eight-lane urban expressway/toll facility (four-lanes non-toll). The project includes a grade separation at RM 620 with a direct connector, three grade separations along RM 2222 and a three-level grade separation with a fourth-level direct connector at Loop 360. Other recommended roadway improvements for RM 2222 include continuous lighting, ITS, retaining walls, large guide signs, closed and open channel drainage systems, traffic signals, and open road tolling. Performed design and QA/QC for the schematic design of the interchanges at RM 620 and Loop 360. Estimated Construction Cost - $282M USD

Houston, Texas, Us

Drainage Lead Engineer - SH 332, TxDOT Houston District – Lake Jackson, Texas, USAProject engineer lead on drainage impact study for the upgrade of State Highway 332 to an urban freeway system with frontage roads. Responsible for the design of 34 proposed closed storm sewer systems, outfalling to 15 cross culvert systems within the SH 332 corridor. Pipe sizes ranged from 24” (600mm) RCPs to double 10’ X 4’ (3m X 1.2m) RCBs. Project length is 4.56 miles (7.3 km). Utilized Geopak Drainage module for design analysis.Roadway Designer - Katy Freeway Reconstruction Program (East of Beltway 8 to east of Campbell Road), TxDOT Houston District – Houston, Texas, USAProject scope includes design phase services for the construction of an urban freeway facility for the TXDOT Houston District. The reconstruction consists of constructing 12 main lanes, 4 managed lanes, braided ramps, bridge structures, utility coordination, illumination, signing and striping, traffic signals, retaining walls, storm sewer, waterline, sanitary sewer, construction phasing, and traffic control, to maintain existing traffic patterns during construction activities. Project length is 2.65 miles (4.2 km) and awarded construction cost is $204M.

Dallas Area Rapid Transit (DART) Northwest Corridor Phase 1B (NW1B)This project involved design of 2.88 miles (4.61 km) of light rail line from American Airlines Centre to Dallas Love Field airport. Project includes three stations, one of which was access-challenged and requires a pedestrian bridge to an off-site parking lot. Responsible for the relocation of 4624 feet (1409 m) of water mains from 8” to 42” (200mm to 1.1m) diameter size and 2513 feet (766m) of sanitary sewer from 6” to 18” (150mm to 450mm) diameter size. Relocation of water and sanitary sewer utilities required plan submittals to DART and plan and profile submittals to Dallas Water Utilities. Assisted with plan production for 16 proposed storm trunk line systems in diameter size 36” to 60” (900mm to 1.5m) RCP.

Dallas Fort Worth International Airport (DFW) Automated People Mover (APM)This project consisted of the design of a bi-directional, elevated, dual guideway transit system spanning 4.81 miles (7.7 km). The guideway runs on the airspace operations area (AOA), or airside, of five existing terminals (A, B, C, D, & E) and through future Terminal F, and provides service to two stations in each of the five existing terminals. As civil designer, was responsible for the grading and drainage design of the elevated guideway deck, based on Bombardier train vendor criteria. Calculated flows and sized inlets and storm drains to accommodate 5 year storm events in the airspace operations area (AOA) sections of the track, as well as 25-year events in the non-restricted landside sections. Issued path assessment reports recommending APM pier foundation / column locations that best avoided existing utilities, terminal buildings and gate jet bridges, as well as International Parkway mainlanes and service roads. Realigned Terminal B north and south hardstand striping insuring correct aircraft wingspan clearances based on Federal Aviation Administration (FAA) Advisory Circular 150/5300-13 and 150/5340-1H.

TxDOT Houston District, I–610 Improvements (Woodway to Post Oak Blvd), Houston, Texas, USAThis project involved design and preparation of plans for expanded frontage roads, intersection layouts, retaining walls, and drainage improvements, as part of the widening of I–610. Project responsibilities included assisting with plan and profile sheets for proposed storm water trunk lines and laterals, proposed retaining walls, and developing cost estimates.TxDOT Fort Worth District, I–35W/North Tarrant County Parkway Interchange, Fort Worth, Texas, USA This project involved design and preparation of plans for expanded frontage roads, ramps, pedestrian walkways, and drainage structures. Project responsibilities included the use of TxDOT design program Winstorm, to analyze runoff within the watershed / catchment areas impacting the interchange corridor, including future development conditions anticipated around the project area. Utilized TxDOT design program, Thysis, in sizing culverts to accommodate discharge within the IH35 ROW corridor project section, including future development. Assisted in the design of a closed storm sewer system along curbed frontage roads, conveying 10-year storm flows to culverts. Downtown RAILTRAN Improvements, Fort Worth, Texas, USA This project involved design of RAILTRAN (Trinity Railway Express) commuter rail facilities in downtown Fort Worth. The project involved major street and utility reconstruction, including site development for stations and parking areas, relocation of major storm drain, water and sanitary sewer lines, and erosion control. Developed plans, specifications, and estimate for the construction of storm sewer, water, and sanitary sewer systems.

Bachelor Of Science (B.S.), Civil Engineering

Master Of Science - Ms, Civil Engineering