Malletts Creek Drain
BRANCH “A” INSPECTIONBranch “A” pipe size is 66” & 72” in diameter and is reinforced concrete pipe.
Branch A Interior Walls of Main
Branch A Interior Walls of Main
Exterior Bell of Pipe
Exterior Bell of Pipe
Branch A , Station 3, 85 feet in15” Concrete Pipe in good condition with low flow.
Branch A, Station 4, 80 feet inBeehive Inlet in good condition.
Branch A, Station 5, 58 feet in15” Concrete pipe in good condition with low flow. However thereis minor infiltration due t...
Branch A, Station 74” PVC pipe in good condition with no flow.
Branch A, Station 7, 34 feet inClay Pipe and yard drain in poor condition with exposed rebar.
Branch A, Station 7, 88 feet in12” Concrete pipe in good condition with low flow. A poor sealaround the bottom of the pipe...
Branch A, Station 8, 4 feet inPipe joint with minor spalling and exposed rebar.
Branch A, Station 8, 22 feet in4” PVC pipe in good condition with no flow.
Branch A, Station 8, 44 feet inPipe joint with minor spalling at joint.
Branch A, Station 8, 90 feet in15” Concrete pipe in good condition with low flow. A poor sealaround the pipe is causing so...
Branch A, Station 8, 95 feet in15” concrete pipe in good condition with low flow. A poor seal around the connection causes...
Branch A, Station 9, 50 feet inCast iron pipe in good condition with low flow. A poor seal aroundthe pipe causes some mino...
Branch A, Station 10, 8 feet inPipe joint with minor spalling around the joint itself.
Branch A, Station 10, 75 feet in12” Concrete pipe in good condition with low flow but minorinfiltration.
Branch A, Station 13, 83 feet in42” concrete pipe in good condition with low flow.
Branch A, Station 13, 95 feet in18’ concrete pipe in good condition with low flow and minorinfiltration at the bottom of t...
Branch A, Station 14, 32 feet in12” concrete pipe is bulk-headed with no flow. Exposed rebar isapparent as well as evidenc...
Branch A, Station 16, 42 feet inBeehive inlet in good condition.
Branch A, Station 17, 34 feet inBeehive inlet with poor seal and exposed rebar.
Branch A, Station 18, 53 feet inBeehive inlet with poor seal around casting and vegetation overgrate.
Branch A, Station 21, 70 feet in12” concrete pipe in good condition with slight flow. Mineraldeposits have built up at the...
Branch A, Station 23, 94 feet in18” bulk headed inlet in good condition
Branch A, Station 23, 94 feet in18” bulk headed inlet in good condition
Branch A, Station 24, 3 feet in12” Concrete pipe in good condition. However there is a poor connection because the pipe is...
Branch A, Station 25, 34 feet in12” clay pipe in poor condition, offset joint, no flow. Poor connection with exposed rebar.
Branch A, Station 28, 91 feet in15” Concrete pipe in good condition with low flow. Mineral deposit build up at discharge p...
Branch A, Station 28, 91 feet in12” Concrete pipe in good condition with slight flow.
Branch A, Station 32, 54 feet inJunction chamber in good condition; concrete block
Branch A, Station 32, 54 feet inJunction chamber in good condition; concrete block
Branch “B” InspectionPipe size is 66” in diameter and isreinforced concrete pipe
Branch B Interior Walls of Main
Branch B Interior Walls of Main
Branch B, Station 3, 40 feet inManhole structure made of pre-cast concrete in good condition.
Branch B, Station 3, 40 feet in12” concrete pipe in good condition with low flow.
Branch B, Station 3, 50 feet inFlat grate inlet in poor condition with exposed rebar and a poorseal.
Branch B, Station 6, 95 feet in15” concrete pipe in good condition with slight flow.
Branch B, Station 6, 96 feet in15” concrete pipe in good condition with slight flow and exposed rebar around connection.
Branch B, Station 7, 10 feet in8” PVC pipe in good condition with slight flow but minor infiltration at bottom on the conn...
Branch B, Station 8, 60 feet inJunction chamber in good condition.
Branch B, Station 8, 60 feet inJunction chamber in good condition.
Branch “C” InspectionBranch C reinforced concrete pipe 60” in diameter. All pipejoints are in good condition with no spall...
Branch C Interior Walls of Main
Branch C, Station 1, 83 feet inInlet in good condition with low flow. Minor sediment at inletand debris on grate are appar...
Branch C, Station 1, 83 feet inInlet in good condition with low flow. Minor sediment at inletand debris on grate are appar...
Branch “D” InspectionBranch D is reinforced concrete pipe 60” in diameter. All pipejoints are in good condition with no sp...
Branch D Interior Walls of Main
Branch D, Station 3, 30 feet inManhole structure in good condition with low flow. Pipe connections needto be sealed.
Branch D, Station 3, 30 feet inManhole structure in good condition with low flow. Pipe connections needto be sealed.
Upcoming SlideShare
Loading in...5
×

Upper Mallets Creek Drain Inspection Photos

151

Published on

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

Published in: Business, Technology
0 Comments
0 Likes
Statistics
Notes
  • Be the first to comment

  • Be the first to like this

No Downloads
Views
Total Views
151
On Slideshare
0
From Embeds
0
Number of Embeds
1
Actions
Shares
0
Downloads
0
Comments
0
Likes
0
Embeds 0
No embeds

No notes for slide

Upper Mallets Creek Drain Inspection Photos

  1. 1. Malletts Creek Drain
  2. 2. BRANCH “A” INSPECTIONBranch “A” pipe size is 66” & 72” in diameter and is reinforced concrete pipe.
  3. 3. Branch A Interior Walls of Main
  4. 4. Branch A Interior Walls of Main
  5. 5. Exterior Bell of Pipe
  6. 6. Exterior Bell of Pipe
  7. 7. Branch A , Station 3, 85 feet in15” Concrete Pipe in good condition with low flow.
  8. 8. Branch A, Station 4, 80 feet inBeehive Inlet in good condition.
  9. 9. Branch A, Station 5, 58 feet in15” Concrete pipe in good condition with low flow. However thereis minor infiltration due to a poor seal.
  10. 10. Branch A, Station 74” PVC pipe in good condition with no flow.
  11. 11. Branch A, Station 7, 34 feet inClay Pipe and yard drain in poor condition with exposed rebar.
  12. 12. Branch A, Station 7, 88 feet in12” Concrete pipe in good condition with low flow. A poor sealaround the bottom of the pipe is causing minor infiltration.
  13. 13. Branch A, Station 8, 4 feet inPipe joint with minor spalling and exposed rebar.
  14. 14. Branch A, Station 8, 22 feet in4” PVC pipe in good condition with no flow.
  15. 15. Branch A, Station 8, 44 feet inPipe joint with minor spalling at joint.
  16. 16. Branch A, Station 8, 90 feet in15” Concrete pipe in good condition with low flow. A poor sealaround the pipe is causing some minor infiltration.
  17. 17. Branch A, Station 8, 95 feet in15” concrete pipe in good condition with low flow. A poor seal around the connection causes minorinfiltration. Some exposed rebar is also apparent.
  18. 18. Branch A, Station 9, 50 feet inCast iron pipe in good condition with low flow. A poor seal aroundthe pipe causes some minor infiltration.
  19. 19. Branch A, Station 10, 8 feet inPipe joint with minor spalling around the joint itself.
  20. 20. Branch A, Station 10, 75 feet in12” Concrete pipe in good condition with low flow but minorinfiltration.
  21. 21. Branch A, Station 13, 83 feet in42” concrete pipe in good condition with low flow.
  22. 22. Branch A, Station 13, 95 feet in18’ concrete pipe in good condition with low flow and minorinfiltration at the bottom of the pipe.
  23. 23. Branch A, Station 14, 32 feet in12” concrete pipe is bulk-headed with no flow. Exposed rebar isapparent as well as evidence of infiltration around pipe connection.
  24. 24. Branch A, Station 16, 42 feet inBeehive inlet in good condition.
  25. 25. Branch A, Station 17, 34 feet inBeehive inlet with poor seal and exposed rebar.
  26. 26. Branch A, Station 18, 53 feet inBeehive inlet with poor seal around casting and vegetation overgrate.
  27. 27. Branch A, Station 21, 70 feet in12” concrete pipe in good condition with slight flow. Mineraldeposits have built up at the discharge point.
  28. 28. Branch A, Station 23, 94 feet in18” bulk headed inlet in good condition
  29. 29. Branch A, Station 23, 94 feet in18” bulk headed inlet in good condition
  30. 30. Branch A, Station 24, 3 feet in12” Concrete pipe in good condition. However there is a poor connection because the pipe is partiallyblocked due to an insufficient cut into the main. Exposed rebar is apparent.
  31. 31. Branch A, Station 25, 34 feet in12” clay pipe in poor condition, offset joint, no flow. Poor connection with exposed rebar.
  32. 32. Branch A, Station 28, 91 feet in15” Concrete pipe in good condition with low flow. Mineral deposit build up at discharge point.
  33. 33. Branch A, Station 28, 91 feet in12” Concrete pipe in good condition with slight flow.
  34. 34. Branch A, Station 32, 54 feet inJunction chamber in good condition; concrete block
  35. 35. Branch A, Station 32, 54 feet inJunction chamber in good condition; concrete block
  36. 36. Branch “B” InspectionPipe size is 66” in diameter and isreinforced concrete pipe
  37. 37. Branch B Interior Walls of Main
  38. 38. Branch B Interior Walls of Main
  39. 39. Branch B, Station 3, 40 feet inManhole structure made of pre-cast concrete in good condition.
  40. 40. Branch B, Station 3, 40 feet in12” concrete pipe in good condition with low flow.
  41. 41. Branch B, Station 3, 50 feet inFlat grate inlet in poor condition with exposed rebar and a poorseal.
  42. 42. Branch B, Station 6, 95 feet in15” concrete pipe in good condition with slight flow.
  43. 43. Branch B, Station 6, 96 feet in15” concrete pipe in good condition with slight flow and exposed rebar around connection.
  44. 44. Branch B, Station 7, 10 feet in8” PVC pipe in good condition with slight flow but minor infiltration at bottom on the connection.
  45. 45. Branch B, Station 8, 60 feet inJunction chamber in good condition.
  46. 46. Branch B, Station 8, 60 feet inJunction chamber in good condition.
  47. 47. Branch “C” InspectionBranch C reinforced concrete pipe 60” in diameter. All pipejoints are in good condition with no spalling of the main.
  48. 48. Branch C Interior Walls of Main
  49. 49. Branch C, Station 1, 83 feet inInlet in good condition with low flow. Minor sediment at inletand debris on grate are apparent.
  50. 50. Branch C, Station 1, 83 feet inInlet in good condition with low flow. Minor sediment at inletand debris on grate are apparent.
  51. 51. Branch “D” InspectionBranch D is reinforced concrete pipe 60” in diameter. All pipejoints are in good condition with no spalling of the main.
  52. 52. Branch D Interior Walls of Main
  53. 53. Branch D, Station 3, 30 feet inManhole structure in good condition with low flow. Pipe connections needto be sealed.
  54. 54. Branch D, Station 3, 30 feet inManhole structure in good condition with low flow. Pipe connections needto be sealed.

×