1. Senior Associate Florida Successes of Polymer Enhanced Best Management Practices (PEBMPs) Steven R. Iwinski Environmental Scientist March 16 th, 2007

2. Bonita Springs Highway 98 City or Orlando Fort Pierce Polk County

3. Highway 98 Beach and Sand Stabilization

5. Highway 98 Damage by Hurricane Dennis July 2005 (Carabelle to Eastpoint)

6. Highway 98 Repair - Carabelle to Eastpoint

7. Erosion after initial repair required an industrial BMP that would work on beach sands

8. Polymer Enhanced Soft Armor Systems was chosen. After grading, compost was placed as an organic layer

9. Jute matting was placed over the organic layer as a binding media for attachment of the polymer, sand and soil

10. Jute matting was placed over the 14 miles or repair area. 50 pounds / acre polymer application rate was used

11. Sod was placed over the polymer enhanced BMP

12. This polymer enhanced BMP offers ready access to the beach and has shown extensive vehicle traffic

13. One year after placement shows no erosion or need for further repair. This area received a tropical depression and a category 1 hurricane after initial installation

14. After 16 months, no erosion can be found over the 14 miles showing that beach sands can be stabilized even under hurricane conditions

15. City or Orlando Demucking and Mud Removal

16. A PEBMP for mud removal from ponds. After determining the correct polymer type to use, the polymer is applied using a leaf blower

17. Once applied, the polymer is mixed into the mud until thickening occurs

18. Testing for the correct polymer type and thickening is required for good performance

19. Thickened mud is easily handled and can be used as an erosion resistant cover material or top soil

20. The polymer enhanced mud greatly reduces erosion, increases stormwater quality and holds nutrients in the soil

21. Polymer enhanced thickened mud can greatly reduce operational cost while increasing growth potential of vegetation

22. Polk County Dewatering of Phosphate Clay

23. Bonnie Mine Road Project during the 2005 hurricane season developed large amounts of water that required dewatering

24. Phosphitic clay from gypsum mining required two different polymer log types or duplex system in order to produce the correct conditions for dewatering

25. Once mixing was complete with the logs the particulate formed was collected onto jute matting within the open channel ditch system

26. Water having 800 NTU was reduced to less than 20 NTU at a 1000 GPM continuous flow rate

27. This photo shows the before and after water clarity of the dewatering treatment system

28. Fort Pierce Lake Worth Dewatering Project

29. Dewatering / mixing pipe showing clay specific polymer logs with jute matting. Contaminated water from construction activity is pumped from the site into the mixing system.

30. With flow stopped, jute matting shows the clay attached to the matting that was removed from the water

31. Water from the construction settling pond was pumped over the logs that reacted throughout the entire pipe system

32. Near end of the reaction pipe shows clarified water at less than 20 NTU

33. Final discharge of clarified water discharged to Lake Worth. Absence of aquatic toxicity potential allows for a flow through system with no hazard to the environment

34. Bonita Springs Leitner Creek By-pass Canal

35. Leitner Creek By-pass Canal 4400’ long discharges to Estero Bay a OFW (Outstanding Florida Waterbody).

36. OFWs are the most sensitive waters in the state of Florida requiring very effective BMPs

37. Yearly cleaning maintenance on this cannel produces ranges between 400-1000 NTU values with background values being 5-13 NTU

38. A basket containing the precise polymer logs matched to the turbidity characteristics was used as a mixing device to react with the turbidity

39. The basket was placed in the canal downstream from the work area to intercept the turbid water flow

40. As the turbid water flowed through the basket a low dosage of the polymer mix in the logs reacted with the turbidity in the water

41. To prevent the reacted particles from escaping the canal, particle curtains were installed to attach the particulate to the surface of the curtains

42. Reacted particles attach to the surface of the particle curtains while allowing the water to flow through the curtains

43. The combination of correct polymer selection and particle capture BMP can produce very clean water meeting OFW requirements

44. The polymer enhanced BMP for this project maintained clear water discharges with NTU values within OFW requirements

45. Polymer enhanced BMPs significantly reduce odor and increased water clarity resulting in reduced complaints from area residents

46. Senior Associate Reference Web Sites www.stormwater.ucf.edu www.siltstop.com www.rhmooreassociates.com www.riversofgrass.com