statement of qualifications pipeline, oil and gas services - Hatch Mott ...
statement of qualifications pipeline, oil and gas services - Hatch Mott ...
statement of qualifications pipeline, oil and gas services - Hatch Mott ...
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Cuyahoga River HDD Crossing<br />
Location<br />
Clevel<strong>and</strong>, OH<br />
Client<br />
Dominion East Ohio<br />
Project Type<br />
Natural Gas Pipeline / HDD<br />
Installation<br />
Services<br />
Design Services <strong>and</strong><br />
Construction Monitoring <strong>of</strong><br />
Horizontal Directional<br />
Drilling Installation<br />
Duration<br />
Ongoing<br />
HDD Contractor<br />
4804 N 40th Street<br />
PO Box 385<br />
Sheboygan, WI 53082-0385<br />
(920) 459-2600<br />
Project Description<br />
Dominion East Ohio is relocating an existing natural <strong>gas</strong> <strong>pipeline</strong> that crosses beneath the Cuyahoga<br />
River, Ohio <strong>and</strong> Erie Canal, CSX railroad, <strong>and</strong> six (6) high pressure transmission mains. The<br />
replacement 20-inch (500 mm) FBE/Powercrete steel natural <strong>gas</strong> <strong>pipeline</strong> will be installed using<br />
horizontal directional drilling (HDD) construction methods. The crossing length is 1,300 feet (400<br />
m). The glaciolacustrine deposits consist <strong>of</strong> clay <strong>and</strong> gravel. Permit restrictions limited the bore<br />
diameter to 1.3 times the outer diameter <strong>of</strong> the project pipe. For the 20-inch (500 mm) steel product<br />
pipe, this meant that the maximum bore diameter could only be 26 inches as opposed to the general<br />
HDD st<strong>and</strong>ard <strong>of</strong> 1.5 times the product pipe diameter (i.e. 30 inches, 750 mm).<br />
HMM Role<br />
<strong>Hatch</strong> <strong>Mott</strong> MacDonald (HMM) was retained by<br />
Dominion East Ohio to provide HDD consultation for the<br />
Cuyahoga River Crossing. Specifically, HMM reviewed<br />
the original design alignment, geotechnical information,<br />
developed a risk registry, proposed installation strategy,<br />
<strong>and</strong> performed a series <strong>of</strong> installation load <strong>and</strong><br />
hydr<strong>of</strong>racture calculations. Based on our review, a deeper<br />
installation pr<strong>of</strong>ile was developed to decrease significant<br />
risks associated with hydr<strong>of</strong>racture <strong>and</strong> loss <strong>of</strong> drilling<br />
fluids into the Cuyahoga River <strong>and</strong> Ohio <strong>and</strong> Erie Canal.<br />
The required depth was based on a detailed hydr<strong>of</strong>racture analysis that involved determining the<br />
required drilling fluid pressures <strong>and</strong> comparing these pressures to the maximum allowable drilling<br />
fluid pressure along the entire alignment. This hydr<strong>of</strong>racture report was used to obtain the required<br />
permits for the work. HMM’s risk register identified several installation risks that the original design<br />
consultant had not considered. Once identified, HMM developed mitigation measures to lower the<br />
overall risks associated with the identified hazard. One such risk reduction measure involved<br />
swapping HDD rig entry <strong>and</strong> exit locations <strong>and</strong> securing permission to temporarily close a road to<br />
allow the complete fabrication <strong>of</strong> the pipe string prior to pull back. An additional geotechnical<br />
program was developed to identify the s<strong>oil</strong>s at the deeper installation depth. HMM also provided<br />
on-site construction monitoring <strong>services</strong> for the HDD components <strong>of</strong> the work.<br />
Project Highlights<br />
• 1,300-foot long, 20-inch FBE/powercrete<br />
natural <strong>gas</strong> <strong>pipeline</strong> installation.<br />
• Crossing <strong>of</strong> the Cuyahoga River, Ohio<br />
<strong>and</strong> Erie Canal, CSX Railroad, <strong>and</strong> six (6)<br />
high pressure <strong>gas</strong> transmission mains.<br />
• Reduced bore diameter <strong>of</strong> 26-inch<br />
requirement (in comparison to HDD<br />
industry st<strong>and</strong>ard <strong>of</strong> 30-inches) beneath<br />
the CSX railroad.<br />
• Development <strong>of</strong> a risk registry to<br />
document project risks <strong>and</strong> track<br />
individual hazards prior to <strong>and</strong> following<br />
risk mitigation measures.<br />
• Extensive hydr<strong>of</strong>racture analysis completed that resulted in significant deepening <strong>of</strong> the bore<br />
pr<strong>of</strong>ile to avoid environmental issues associated with a potential frac out <strong>and</strong> loss <strong>of</strong> drilling<br />
fluids.