Sprayroq Protective Lining Systems

Case Studies


City of Manistee, MI - 52-inch Storm Sewer
October 2009

Situation
teamelmers-beforeThe 52-inch storm sewer was installed in the early 1900s. The line takes in all of the storm water for the south side of the city. The sewer is 20 feet deep and runs along railroad tracks, then discharges into the Manistee River. The sewer is constructed of 4”x 8” bricks, which were hand-laid two layers thick. Soil was entering the line through a pip caused by missing bricks. This created a sinkhole along the edge of the railroad tracks. Engineers from Abonmarche Consultants Inc. contacted Team Elmer’s for a structural solution to rehabilitate and restore this system.teamelmers-before2

Solution
After this discussion with the engineering firm, Team Elmer’s decided to use SprayWall by Sprayroq at 300 mils thick. This would give the structure a 50-year design life, storm water containment and the structural integrity the city was seeking.  The product choice was easy, but the situation ahead would be difficult.
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City of Lancaster, SC

October 2009

Situation
At a Sprayroq product installation demonstration in his hometown of Lancaster, S.C., Public Works Director Mack McDonald observed the use of SprayWall, which he believed could help restore an aging clarifier at the city’s wastewater treatment plant. clarifier-beforeHe contacted Osborn Contract Services, Inc. (OCS) of Greer, S.C., to investigate his leaking clarifier. It’s structure was not only crumbling away daily, but due to an uneven substrate, was very difficult to clean and keep free of algae.

Solution
In October, 2009, OCS mobilized a repair unit to the clarifier, located inside the gates of Lancaster’s wastewater treatment plant. The structure was cleaned using a 4,000 PSI pressure washer. Special care was taken to remove all loose outer material, creating a solid substrate to begin the build-back. OCS then installed Fox Industries’ FX-263 rapid-set repair mortar, both as the initial build-back material and to fill large voids left by years of deterioration. OCS then installed up to one-half inch of Fox Industries’ FX-262 micro silicate mortar to profile the floor and interior walls of the clarifier and to prevent future leakage.

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Town of Palm Beach - Manhole Rehabilitation

October, 2008

palmbeach-beforeSituation
A sanitary manhole at the intersection of North Lake Way and Mockingbird Trail in the Town of Palm Beach, Fla., was a heavily deteriorated brick structure exhibiting the presence of groundwater infiltration. Additionally, the bench and the inverts were compromised due to wastewater traffic. With one additional service feeding the manhole, the structure was consistently surcharged. The city was looking for structural rehabilitation and a fast return to service. SAK Construction, LLC of Puyallup, Wa., a Sprayroq Certified Partner, turned to SprayWall to solve the problem.

Solution
As a standard procedure, the manhole was pressure washed at 3,000 PSI to remove debris. SAK prepared the structure, utilizing a hydraulic cementitious mortar to provide a smooth substrate vital to the successful adhesion of Spraywall Urethane Coating. Please note that new bench and trough structures were created to ensure a smooth transitional channel for the existing inflow and effluent flow.

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Lake Heron Overflow Discharge Pipe
Overcoming Water and Weather to Revive A Recreation Resource - January 2008

lakeheron1.jpgSituation

Lake Heron’s water level was so low that it was impossible for the city of Liverpool, Pennsylvania, to allow any recreational use.  Upon further review, the repair crew realized that the lake’s overflow pipe—located on the edge of the lake—had deteriorated to the point where many flow points were located along its length. To fix the pipe, the city needed a corrosion barrier and a product that was structural in nature. The corrugated pipe measured 20’ deep and 42’ in diameter. This would make spray access easier, but the depth made it a nightmare for dealing with water. With the average annual temperature of 27.6°F during this time of the year, snow and freezing temperatures would also be troubleshooting factors.

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Master Lift Station, Manatee County, FL
Blind Start Ends in Happy New Year - December 2008

manatee3.jpgSituation

Master Lift Station 13A in Manatee County, FL was in need of rehabilitation due to heavy deterioration of its walls and high levels of debris that was causing the overuse of pumps. The 8 foot high level of debris included buckets and bricks. Upon initial inspection of the lift station, National Pipe Services confirmed that the major task for a successful rehabilitation would be the complete removal of all of the debris and setting up the scaffolding to reach the top of the structure’s 20 foot high walls.

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Seneca Lift Station
June 2008

seneca1.jpgSituation

The Kelly Station, a 40+ year old brick construction lift station operated by the City of Seneca, South Carolina had a had significant evidence of infiltration, root instrusion and a high level of debris build-up on its walls. It was determined that a replacement should be scheduled within a year’s time. Located less than 30 feet from popular Lake Keowee, the bottom of the structure is situated below lake level. Robert Faires, Director of Utilities for the City, called Osborn Contract Services, Inc. to perform as assessment and offer recommendations for how to best deal with the structure. Upon initial visual inspection of the station, OCS confirmed the water and root infiltration as well as loose and missing bricks and deteriorating mortar joints. Because of the current levels of infiltration and root intrusion the station’s pumps were operating almost 60 minutes per day. OCS had a plan.

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Metropolitan Water Reclamation District of Chicago
Round-the-Clock Sewer Rehabilitation - June 2008

chicago1.jpgSituation

The existing sewer to be rehabilitated was approximately 80 years old and was located 20 ft. below ground in Evanston, Illinois, a northern suburb of Chicago. The sewer started at a river edge overflow chamber in a school parking lot. It continued down the middle of the road to the start of the downtown business district. This project also included ten 4-foot-diameter manholes that were to be coated with Spraywall, a structural coating.

The project was originally set up to run in two shifts around the clock. However, it was discovered that the project was in a residential area and the bypass system—set at 5000 gpm—could not keep up with the flows. Night work was not allowed, and it was determined that the East Sections floor needed extensive repair. All these issues needed to be addressed before Team Elmer’s could apply Spraywall in the manholes and sewer sections.

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Michelin US1 Plant
Blind Start Ends in Happy New Year - December 2008

michelin1.jpgSituation

The phrase  “driving with your headlights off” comes to mind when referring to this project. The Michelin Plant in Greenville, South Carolina, had a substantial infrastructure issue that required rehabilitation. The only problem was that the work needed to be done over the Christmas holiday shutdown…and neither of the structures to be rehabilitated could be taken out of service for pre-bid inspections.

The project consisted of two below-grade, concrete, closed-top cooling tanks. The 10,000 sq. ft. total surface area was accessible only through two 20” man entries per tank. The scope of work included removal of existing 23-year-old liner material and installation of Spraywall by Sprayroq at 100 ml. throughout the structure.
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