Join the team as we explore the storm drains, seek out areas for repair, and boldly go where no others should be.

1. Malletts Creek Drain

2. BRANCH “A” INSPECTION
Branch “A” pipe size is 66” & 72” in diameter and is reinforced concrete pipe.

3. Branch A Interior Walls of Main

4. Branch A Interior Walls of Main

5. Exterior Bell of Pipe

6. Exterior Bell of Pipe

7. Branch A , Station 3, 85 feet in
15” Concrete Pipe in good condition with low flow.

8. Branch A, Station 4, 80 feet in
Beehive Inlet in good condition.

9. Branch A, Station 5, 58 feet in
15” Concrete pipe in good condition with low flow. However there
is minor infiltration due to a poor seal.

10. Branch A, Station 7
4” PVC pipe in good condition with no flow.

11. Branch A, Station 7, 34 feet in
Clay Pipe and yard drain in poor condition with exposed rebar.

12. Branch A, Station 7, 88 feet in
12” Concrete pipe in good condition with low flow. A poor seal
around the bottom of the pipe is causing minor infiltration.

13. Branch A, Station 8, 4 feet in
Pipe joint with minor spalling and exposed rebar.

14. Branch A, Station 8, 22 feet in
4” PVC pipe in good condition with no flow.

15. Branch A, Station 8, 44 feet in
Pipe joint with minor spalling at joint.

16. Branch A, Station 8, 90 feet in
15” Concrete pipe in good condition with low flow. A poor seal
around the pipe is causing some minor infiltration.

17. Branch A, Station 8, 95 feet in
15” concrete pipe in good condition with low flow. A poor seal around the connection causes minor
infiltration. Some exposed rebar is also apparent.

18. Branch A, Station 9, 50 feet in
Cast iron pipe in good condition with low flow. A poor seal around
the pipe causes some minor infiltration.

19. Branch A, Station 10, 8 feet in
Pipe joint with minor spalling around the joint itself.

20. Branch A, Station 10, 75 feet in
12” Concrete pipe in good condition with low flow but minor
infiltration.

21. Branch A, Station 13, 83 feet in
42” concrete pipe in good condition with low flow.

22. Branch A, Station 13, 95 feet in
18’ concrete pipe in good condition with low flow and minor
infiltration at the bottom of the pipe.

23. Branch A, Station 14, 32 feet in
12” concrete pipe is bulk-headed with no flow. Exposed rebar is
apparent as well as evidence of infiltration around pipe connection.

24. Branch A, Station 16, 42 feet in
Beehive inlet in good condition.

25. Branch A, Station 17, 34 feet in
Beehive inlet with poor seal and exposed rebar.

26. Branch A, Station 18, 53 feet in
Beehive inlet with poor seal around casting and vegetation over
grate.

27. Branch A, Station 21, 70 feet in
12” concrete pipe in good condition with slight flow. Mineral
deposits have built up at the discharge point.

28. Branch A, Station 23, 94 feet in
18” bulk headed inlet in good condition

29. Branch A, Station 23, 94 feet in
18” bulk headed inlet in good condition

30. Branch A, Station 24, 3 feet in
12” Concrete pipe in good condition. However there is a poor connection because the pipe is partially
blocked due to an insufficient cut into the main. Exposed rebar is apparent.

31. Branch A, Station 25, 34 feet in
12” clay pipe in poor condition, offset joint, no flow. Poor connection with exposed rebar.

32. Branch A, Station 28, 91 feet in
15” Concrete pipe in good condition with low flow. Mineral deposit build up at discharge point.

33. Branch A, Station 28, 91 feet in
12” Concrete pipe in good condition with slight flow.

34. Branch A, Station 32, 54 feet in
Junction chamber in good condition; concrete block

35. Branch A, Station 32, 54 feet in
Junction chamber in good condition; concrete block

36. Branch “B” Inspection
Pipe size is 66” in diameter and is
reinforced concrete pipe

37. Branch B Interior Walls of Main

38. Branch B Interior Walls of Main

39. Branch B, Station 3, 40 feet in
Manhole structure made of pre-cast concrete in good condition.

40. Branch B, Station 3, 40 feet in
12” concrete pipe in good condition with low flow.

41. Branch B, Station 3, 50 feet in
Flat grate inlet in poor condition with exposed rebar and a poor
seal.

42. Branch B, Station 6, 95 feet in
15” concrete pipe in good condition with slight flow.

43. Branch B, Station 6, 96 feet in
15” concrete pipe in good condition with slight flow and exposed rebar around connection.

44. Branch B, Station 7, 10 feet in
8” PVC pipe in good condition with slight flow but minor infiltration at bottom on the connection.

45. Branch B, Station 8, 60 feet in
Junction chamber in good condition.

46. Branch B, Station 8, 60 feet in
Junction chamber in good condition.

47. Branch “C” Inspection
Branch C reinforced concrete pipe 60” in diameter. All pipe
joints are in good condition with no spalling of the main.

48. Branch C Interior Walls of Main

49. Branch C, Station 1, 83 feet in
Inlet in good condition with low flow. Minor sediment at inlet
and debris on grate are apparent.

50. Branch C, Station 1, 83 feet in
Inlet in good condition with low flow. Minor sediment at inlet
and debris on grate are apparent.

51. Branch “D” Inspection
Branch D is reinforced concrete pipe 60” in diameter. All pipe
joints are in good condition with no spalling of the main.

52. Branch D Interior Walls of Main

53. Branch D, Station 3, 30 feet in
Manhole structure in good condition with low flow. Pipe connections need
to be sealed.

54. Branch D, Station 3, 30 feet in
Manhole structure in good condition with low flow. Pipe connections need
to be sealed.