Portfolio

Northeast Water Purification Plant Expansion

Northeast Water Purification Plant Expansion City of Houston | Houston, Texas Binkley & Barfield | DCCM partnered with the Houston Waterworks Team to perform a progressive design-build project to expand the existing City of Houston Northeast Water Purification Plant from 80 million gallons per day to 400 million gallons per day treatment capacity. Binkley & Barfield | DCCM was responsible for the structural and process mechanical design of the new raw water intake pump station, which is located 1,000 feet offshore in the middle of Lake Houston. It has an access bridge and pump station platform with ten 1,000 horsepower vertical turbine pumps capable of delivering up to 560 million gallons per day (ultimate capacity) of raw water from Lake Houston to the Northeast Water Purification Plant. Binkley & Barfield | DCCM performed structural design modeling and simulation of a 30,000-square-foot pump station platform that supported the pump facility building, pump equipment, piping and electrical switchgears, and process mechanical design to install ten 1,000 horsepower vertical turbine pumps with two 96-inch header pipe, control valves, and a 25-ton bridge crane. The intake pump station platform is 13 feet above the normal water level and is 250 feet long and 120 feet wide on a cast-in-place 1-foot-thick concrete deck with 3.5-foot-deep grade beams. Binkley & Barfield | DCCM designed and analyzed the intake pump station using the finite element program Structural Analysis and Designing Program. The dynamic analyses were also performed to verify the dynamic behavior of the platform under the pump dynamic loads during operation. Bentley 3D models were used in the final design by structural, architectural, process mechanical, piping, plumbing, instrumentation, and electrical design disciplines. All design models were integrated to detect conflict and complete the final product.

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Piper Road Drainage Improvements

Piper Road Drainage Improvements City of Pearland | Brazoria County, Texas Binkley & Barfield | DCCM provided design plans and specifications for a bid-ready submittal package that included comprehensive drainage and minor roadway improvements for Piper Road. The 2,900-foot project extended from FM 518 (Broadway Street) on the north to Fite Road on the south. The project included an asphalt overlay along with subgrade repairs, where necessary, based on visual cracking and pavement failure. The design reduced the watershed area for the portion of Piper Road draining to the north, which diminished a recurring ponding problem at FM 518. Most of the roadway now drains to Fite Road on the south using storm sewers underneath the former ditches. Driveway culverts were eliminated for the storm sewers draining to the south and were replaced with area drains between the driveways for direct drainage into the new storm sewer system. Using storm sewers in this manner eliminated the need for costly utility relocations or right-of-way acquisition. For about the same cost of construction compared to acquiring right-of-way and moving utilities, this concept greatly reduced the time required for project completion and the need to disrupt the front yards of homes located along Piper Road. Existing, significant trees also did not need to be removed. Existing water and sanitary sewer main lines and services were either protected or replaced to accommodate the new storm sewers. We could lean on our relationship with CenterPoint Energy to expedite relocations with the proposed storm sewer before construction began, which would allow the project to remain on schedule. The project significantly improved drainage compared to the existing roadway ditches

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IH 45 and SH 6 Water Distribution System Improvements

IH 45 and SH 6 Water Distribution System Improvements Gulf Coast Water Authority/Galveston County | Galveston County, Texas Binkley & Barfield | DCCM provided the preliminary and final design and construction phase services for 8,100 linear feet of 24-inch water line as part of a collaboration between Galveston County Water Authority and Galveston County to provide potable water to a future residential area in Texas City. To accommodate this needed water line, an alignment was established at the intersection of Avenue L and a Galveston County Water Authority canal in Santa Fe, where the line connected to an existing water line and then extended along the north high bank of the canal to a metering station site west of IH 45. This project was funded by the State of Texas through a Community Development Block Grant and administered by the Texas General Land Office due to damage from Hurricane Ike. The funding was allocated to Galveston County, thereby funding the construction and managing the design and construction phases. Challenges Alignment set in an undeveloped area along a high bank of the canal, making site access difficult Connection point to existing large-diameter water line along a busy roadway with deep side ditches Galveston County administered the project, but Galveston County water authority established all standards Solutions We maintained an open line of communication with Galveston County and the Galveston County water authority and worked diligently to address all comments from both We designed traffic control plans to aid the contractor in working safely on a busy street

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Countryside Wastewater Treatment Plant Decommission, Lift Station and Force Main Upgrade

Countryside Wastewater Treatment Plant Decommission, Lift Station and Force Main Upgrade City of League City | League City, Texas The City of League City selected Binkley & Barfield | DCCM to provide preliminary engineering, final design, and construction services to decommission the existing Countryside Wastewater Treatment Plant and install a new lift station and new force main to divert wastewater to the existing Southwest Water Reclamation Facility. The existing lift station was decommissioned and replaced by a new 10-foot lift station with three 20-horsepower submersible pumps to provide 850 gallons per minute firm capacity for diversion service. The design included modification of the existing sewer collection system to add new manholes and gravity lines to intercept and divert sewer flow to the new lift station. Construction sequencing, bypass pumping, and coordination were carefully planned to allow the construction of the new lift station, sewer diversion, and demolition of the existing lift station and wastewater treatment facilities. The new lift station had a programmable logic controller-based pump control panel, supervisory control, and data acquisition access via wireless antenna for remote monitoring of the new lift station, and a manual transfer switch to allow emergency generator connection per Texas Commission on Environmental Quality requirements.

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Cedarspur Drive, Burkhart Road, and Winningham Lane Improvements

Cedarspur Drive, Burkhart Road, and Winningham Lane Improvements City of Spring Valley Village | Spring Valley Village, Texas Binkley & Barfield | DCCM provided the preliminary engineering report, design, survey, and subsurface utility engineering Quality Levels C and D for the road paving and utility improvements in three separate areas in the City of Spring Valley Village. The project encompassed the reconstruction of Cedarspur Drive, Burkhart Road, and Winningham Lane East, and had a total length of 2,200 linear feet and included roadway, drainage, water line, and sanitary improvements. Additional services included attending prebid meetings, bid evaluation, and recommendation of award. Binkley & Barfield | DCCM also attended a preconstruction conference, reviewed shop drawings and requests for information, performed site visits as specified by the client, and provided record drawings. Challenges The design of the traffic control plan was challenging because the project consisted of three streets with dead ends. This meant we had to keep two-way traffic available while rebuilding a two-lane roadway. We limited the work zones to only 400 linear feet at a time to make it easier for residents to travel to and from their homes. Ongoing flagging and coordination with residents were imperative for a smooth project. Successes Binkley & Barfield | DCCM coordinated closely with the City of Spring Valley Village, the contractor, and affected homeowners to provide seamless design and construction experience. Homeowners were notified of the schedules, including when work would begin and end on their street. Homeowners were also encouraged to notify the city, the contractor, or the engineer of any issues. The project went smoothly with minimal issues.

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69th Street Wastewater Treatment Plant Evaluation

69th Street Wastewater Treatment Plant Evaluation City of Houston | Houston, Texas Binkley & Barfield | DCCM performed an on-site asset inventory and assessment for the 69th Street Wastewater Treatment Plant to evaluate the damage caused by Hurricane Harvey. Major components of the assessment included the evaluation of the current facility pre- and post-Harvey, its optimal operating conditions, and compliance with current codes. Cost recovery documentation support and quality assurance and quality control for Federal Emergency Management Agency claims included on-call technical support for City of Houston and Federal Emergency Management Agency personnel for the duration of the claim. Binkley & Barfield | DCCM assisted City of Houston personnel in preparing forms; determining codes, guidelines, and specifications; and auditing existing Federal Emergency Management Agency claim backup documentation. A technical memorandum was provided with findings and included a line-by-line description of assets associated with the facility; their associated pre, post, and optimal operating conditions; a cost comparison for bringing the damaged asset to pre-operating condition, optimal operating conditions, and optimal operating conditions with hardening/mitigation; and recommendations for repair/replacement alternatives for damaged assets along with their associated costs. All supporting documentation obtained included enterprise asset management, work orders generated by inventory management system, Supervisory Control and Data Acquisition, information from the Capital Improvement Project Management System, City of Houston service contract service request details, and hydraulic system curves; all cost estimation supporting documentation from RS Means and vendor quotes; and Record of Decisions and Action Items from the wastewater operations technical review committee.

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US 290 Reconstruction Electrical Distribution

US 290 Reconstruction Electrical Distribution Houston, Texas TxDOT is widening and reconstructing the 25-mile US 290 Corridor, an estimated $4.7 billion to accommodate the growth on the west/northwest side of Houston. The project is being completed within 13 segments, the widening include five/six general purpose lanes in each direction from IH 610 to just west of SH 6, four general-purpose lanes in each direction from just west of SH 6 near to the proposed SH 99 (Grand Parkway), three general-purpose lanes in each direction from nearby proposed SH 99 (Grand Parkway) to the end of project, and two to three lane frontage roads in each direction throughout the corridor. Binkley & Barfield | DCCM was chosen to provide engineering services for the relocation of our client’s Major Underground facilities within the project boundaries. These services included route design, surveying, signed and sealed plan and profile drawings, traffic control plans, pavement restoration, construction staking, permit coordination and approval from the City of Houston, City of Jersey Village and Harris County, and signed and sealed as-built drawings.  All designs were in accordance with the client’s standards and specifications, as well as with federal, state and municipal requirements. Overview: Polyethylene plastic and steel pipe (main pipe diameters ranged from 2-inch to 18-inch) Pressures included intermediate pressure and high pressure Hundreds of commercial and residential natural gas service lines Horizontal directional drilling methods

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Neighborhood Replacement Program

Neighborhood Replacement Program Various Cities, Texas Binkley & Barfield | DCCM provided engineering services for replacing pre-84 distribution system pipelines. All low-pressure and intermediate pressure pipelines made of ductile iron or steel were replaced with IP high-density polyethylene pipelines. Replacement of pipelines was part of the natural gas distribution Integrity Management Program as established in Texas administrative code, Title 16, Part 1, Rule 8.209. Binkley & Barfield | DCCM currently has designed over 16 miles of pipeline replacements in multiple areas throughout the cities of Mart, Hillsboro, and Waco. Services for this project included permit coordination with TxDOT and the cities of Mart, Hillsboro, and Waco; plan views of proposed gas mains; replacement of residential services lines; placement of proposed valves and main line fittings; design of connection details; estimating project quantities; and retirement of regulator stations. All designs were completed in accordance with the client’s standards and specifications, as well as with federal, state, and municipal requirements.

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30-Inch Pipeline Replacement

30-Inch Pipeline Replacement Kinder Morgan | Port Arthur, Texas Binkley & Barfield | DCCM replaced 8,000 linear feet of 30-inch natural gas pipeline in Jefferson County. Two 4,000 linear foot horizontal directional drills were used to relocate the proposed pipeline through the wetland and under three drainage canals. Close coordination took place with the U.S. Army Corps of Engineers and Jefferson County Drainage District No. 7 to minimize disturbance to the existing wetland and canals. Binkley & Barfield provided engineered plan and profile drawings, topographical survey, line verification, metes and bounds description for new easements, construction staking, as-built survey, and as-built plans.

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Shepherd Drive Improvements

Shepherd Drive Improvements Upper Kirby District | Houston, Texas Binkley & Barfield | DCCM performed construction management and geographic information system (GIS) services related to utility conversion overhead to underground at Shepherd Drive from US 59 to Westheimer Road. This included utility coordination, inspection, and GIS services for all private utilities as well. GIS services included 2D and 3D visualizations accessible on desktop and mobile devices, monthly unmanned aerial vehicle data and 3D video footage, pole inventory of overhead facilities, and access to CAD drawings through a GIS File Transfer Protocol website.

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