1.) Two AquaDam cofferdam systems were needed for construction work at Mannington Mills in Mannington Township New Jersey. A total of six AquaDams were used for the two cofferdam systems. Five single closed end (SCE) AquaDams for one system and one double closed end (DCE) unit for the other.

2.) Looking North at the SCE AquaDam cofferdam system after it has been laid out and filled with water.

3.) A tear in the outer layer at the seam. This tear caused no structural issues for this AquaDam only an aesthetics item.

4.) Here we can see the fill-tubes for the second SCE AquaDam, after they have been bunched up to prevent any water from draining out. These fill-tubes have been pulled through the connection collar of the first SCE AquaDam. The closed end of the first SCE is starting bank for the second SCE AquaDam.

5.) Looking West, the fill-tubes for the third and fourth SCE AquaDams can be seen.

6.) Looking South towards Mannington Mill and the starting bank for the first SCE AquaDam of this cofferdam system. A SCE AquaDam requires a bank to keep its starting point (open end) higher in elevation than the body of the AquaDam. The open end and fill-tubes of a SCE AquaDam must be elevated higher than the full height of dam along its given path. An AquaDam will only reach its full height at the lowest elevation along its given path.

7.) Standing on the third SCE AquaDam, looking West. Four of the five SCE AquaDams had connection collars on their closed ends. The closed end with a collar provided a starting bank for next SCE dam.

8.) Standing on the third SCE AquaDam, looking East. Notice the difference in the color of the water on the left and right of the AquaDam?

9.) Still on the third SCE AquaDam looking Southwest towards the fill-tubes of the fourth and fifth SCE AquaDams.

10.) Standing on the fourth SCE AquaDam looking towards the fill-tubes of the fifth dam and the second cofferdam system. The second cofferdam system is to the right of the fill-tubes on the other side of the brush and railroad tracks.

11.) Looking East towards the fill-tubes of the third SCE AquaDam. The fill-tubes for the fourth SCE AquaDam are to the left of this photo.

12.) Looking at the fifth SCE AquaDam. This dam is the last one of the first AquaDam cofferdam system.

13.) Looking Northeast we can see the fill-tubes for the third and fourth AquaDams.

14.) The fifth SCE AquaDam had the most arch and ended up on shore at the ending bank.

15.) Looking North from the fill-tubes of the fifth SCE AquaDam.

16.) A closer photo of the ending bank for the fifth SCE AquaDam.

17.) Looking at the fill-tubes of the fifth SCE AquaDam. The closed end of the fourth SCE AquaDam was the starting bank for the fifth SCE dam.

18.) The fill-tubes for the second AquaDam cofferdam system, which was one DCE AquaDam. The fill-tubes for a DCE AquaDam are on top of the body of the unit allow the unit to be free standing and not require a starting bank.

19.) The other closed end of the DCE AquaDam can be seen over by the tree, at the dams ending bank. Great job AquaDam!