Big Creek Treatment Plant, Fulton County, Georgia
Provided Geotechnical & Materials Consulting Engineering Services including recommendations for foundation design.
MC Squared provides specialized geotechnical and materials testing services for water and wastewater infrastructure projects. Our expertise supports the development of reservoirs, treatment facilities, pump stations, and distribution systems, ensuring structural integrity and long-term performance under varying environmental conditions.
We prioritize cost-effective, sustainable solutions that enhance water quality, protect public health, and improve system reliability. Our team collaborates with municipalities, utilities, and engineering firms to optimize designs, mitigate risks, and support regulatory compliance throughout the project lifecycle.
Through advanced testing methodologies and a deep understanding of subsurface conditions, we help deliver resilient infrastructure that efficiently manages water resources and withstands future demand.
Provided Geotechnical & Materials Consulting Engineering Services including recommendations for foundation design.
The tunnel itself is proposed to be approximately 5 miles long, have a 27-foot diameter, and have a storage volume of 88 million gallons. Tunnel
Provided subsurface investigations and associated recommendations for this project which was intended to improve the water quality of the effluent from the Combined Sewer Outfall (CSO) system of the Stockade sub-basin in southeast Atlanta. The plan included the design of approximately 52,000 LF of new sanitary sewer and 11,000 LF of new storm sewers including tunneling under I-20.
Provided geotechnical engineering services for the proposed improvements associated with project identified as Pinellas County PS 079 Replacement.
Provided construction inspection and testing of various components of the Water Treatment Plant at the WB Casey WTP. Services included construction oversight and inspection.
Provided the planned structures included an electrical building, an odor control building, and a wet well for the proposed pump station The wet well shaft was approximately 200 feet deep with circular concrete walls to house pumps and store wastewater.The excavation for the shaft consisted of open cut to top of rock followed by rock excavation by blasting or by shoring the excavation using soldier piles and lagging system. We performed geotechnical explorations, rock coring and laboratory testing to arrive with the most cost-effective foundation system to support the construction.