1) The Poplar Point Pumping Station in Washington D.C., built in 1915, needed to be replaced as it could no longer meet its design capacity and had structural issues.
2) DC Water decided to build a new pumping station to increase capacity, improve operations, and meet long-term plans to address combined sewer overflows from the city's combined sewer system.
3) The new station was designed to meet increased capacity needs, incorporate green design elements to achieve LEED certification, and address aesthetic requirements given its proximity to the National Mall and Capitol building.
S&L offers energy companies services to help them implement and plan for 316b compliance. To market these services, I developed this brochure and help to plan a corresponding webinar that was advertised by Power Engineering.
Lake Accotink Dredge Public Meeting Combined Presentation July 29 & aug 5...Fairfax County
Lake Siltation
Lake Accotink has been dredged three times over the past 40 years.
The most recent dredging was completed in May 2008.
An average of 20,000 CY of sediment is deposited in the lake per year.
The estimated average depth of the lake is less than 4 feet.
Park Master Plan Process
Master Plan began Spring 2016.
5 Public Meetings/Workshops held with Community.
6 Lake Management Options were shared with the public.
90% of public comments favored having the lake.
Board of Supervisors Approval of Funding
BOS approved request to seek funding for up to $30.5 million to proceed with Lake Accotink Dredging in October 2019 .
Ryan A. McCampbell, Bloomsburg University, "A Cost-Benefit Analysis of AMD Re...Michael Hewitt, GISP
This study investigates the procedure for removing contaminants from rivers and streams that were left as a result of Acid Mine Drainage. The understanding of the process is used to investigate possible goods and services that may result from the process, and the marketability of the goods and services as potential sources of revenue. Taking into account the potential revenues sources, a business plan is created to describe how an entity in the “industry” of Acid Mine Drainage Recovery would operate. The business plan takes advantage of cost accounting techniques to better compare the costs incurred by the business against the potential revenues gained, resulting in cost-benefit analysis.
Rehabilitation of Three Equalization Basins and Ancillary Facilities Fairfax County
This project included construction and rehabilitation of three equalization basins and ancillary facilities located at the Noman M. Cole, Jr. Pollution Control Plant. The basins temporarily store overflow wastewater resulting from heavy storm events that exceed the plant’s treatment capacity. Work included construction of a new concrete liner system for Equalization Basin QQ1, rehabilitation of existing pump stations and addition of a new underdrain pump station and stormwater pump station. Construction of a new flood protection system and addition of a new check dam and sluice gate in Hogge Run for emergency spill protection. The new liner system for QQ1 includes a concrete slab with an HDPE membrane liner constructed over a pipe underdrain collection system.
Restore ~4,000 feet by returning the form and function of the channel to dynamic equilibrium and improve the ecological processes of the riparian corridor.
Temporary and Permanent Waterline ServicesPaul Kanouff
In addition to the services we have provided for years, we are now designing and sizing waterlines and pumps. CEC designs waterlines to increase system efficiency and reduce construction and operational costs.
S&L offers energy companies services to help them implement and plan for 316b compliance. To market these services, I developed this brochure and help to plan a corresponding webinar that was advertised by Power Engineering.
Lake Accotink Dredge Public Meeting Combined Presentation July 29 & aug 5...Fairfax County
Lake Siltation
Lake Accotink has been dredged three times over the past 40 years.
The most recent dredging was completed in May 2008.
An average of 20,000 CY of sediment is deposited in the lake per year.
The estimated average depth of the lake is less than 4 feet.
Park Master Plan Process
Master Plan began Spring 2016.
5 Public Meetings/Workshops held with Community.
6 Lake Management Options were shared with the public.
90% of public comments favored having the lake.
Board of Supervisors Approval of Funding
BOS approved request to seek funding for up to $30.5 million to proceed with Lake Accotink Dredging in October 2019 .
Ryan A. McCampbell, Bloomsburg University, "A Cost-Benefit Analysis of AMD Re...Michael Hewitt, GISP
This study investigates the procedure for removing contaminants from rivers and streams that were left as a result of Acid Mine Drainage. The understanding of the process is used to investigate possible goods and services that may result from the process, and the marketability of the goods and services as potential sources of revenue. Taking into account the potential revenues sources, a business plan is created to describe how an entity in the “industry” of Acid Mine Drainage Recovery would operate. The business plan takes advantage of cost accounting techniques to better compare the costs incurred by the business against the potential revenues gained, resulting in cost-benefit analysis.
Rehabilitation of Three Equalization Basins and Ancillary Facilities Fairfax County
This project included construction and rehabilitation of three equalization basins and ancillary facilities located at the Noman M. Cole, Jr. Pollution Control Plant. The basins temporarily store overflow wastewater resulting from heavy storm events that exceed the plant’s treatment capacity. Work included construction of a new concrete liner system for Equalization Basin QQ1, rehabilitation of existing pump stations and addition of a new underdrain pump station and stormwater pump station. Construction of a new flood protection system and addition of a new check dam and sluice gate in Hogge Run for emergency spill protection. The new liner system for QQ1 includes a concrete slab with an HDPE membrane liner constructed over a pipe underdrain collection system.
Restore ~4,000 feet by returning the form and function of the channel to dynamic equilibrium and improve the ecological processes of the riparian corridor.
Temporary and Permanent Waterline ServicesPaul Kanouff
In addition to the services we have provided for years, we are now designing and sizing waterlines and pumps. CEC designs waterlines to increase system efficiency and reduce construction and operational costs.
As the flagship project for the next downtown Boston neighborhood slated for growth, Atlantic Wharf will be the city of Boston’s first LEED Gold mixed-use development. CBT Architects presents a case study on this new one million square foot project that includes approximately 65 residential units, ground-level retail and public spaces, six stories of below-grade parking, and 31 floors of office space that will bring urban activity directly to the Fort Point Channel water’s edge.
The new sustainable development is at the base of a series of restored and renovated historic structures that preserve the texture and streetscape of this site, integrated with a modern highrise glass tower. By preserving the south and east façades of the historic warehouses, using a very energy-efficient curtainwall, and employing green roof technologies, Atlantic Wharf will be the a centerpiece of Boston's green development.