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OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-496
Inspection Date / By 11/10/2012
GPS Longitude -76.95892
GPS Latitude 38.86902
SPM
Access From Pennsylvannia Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Laundromat
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
This is an inlet.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-496
Inspection Date / By 11/10/2012
GPS Longitude -76.95892
GPS Latitude 38.86902
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-497
Inspection Date / By 1/10/2013
GPS Longitude -76.96034
GPS Latitude 38.86762
SPM
Access From Park Dr SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
This is an inlet.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-497
Inspection Date / By 1/10/2013
GPS Longitude -76.96034
GPS Latitude 38.86762
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-498
Inspection Date / By 11/10/2012
GPS Longitude -76.95947
GPS Latitude 38.87444
SPM
Access From Texas Ave SE and Nash St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Pope Branch Park
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Pope Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Headwall and first section of pipe have collapsed.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Poor
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 2
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-498
Inspection Date / By 11/10/2012
GPS Longitude -76.95947
GPS Latitude 38.87444
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-499
Inspection Date / By 11/10/2012
GPS Longitude -76.96191
GPS Latitude 38.87565
SPM
Access From Texas Ave SE and Nash St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Pope Branch Park
Outfall Bank Location Right
Pipe Diameter 36
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Pope Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-499
Inspection Date / By 11/10/2012
GPS Longitude -76.96191
GPS Latitude 38.87565
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-500
Inspection Date / By 12/19/2012
GPS Longitude -76.96497
GPS Latitude 38.88020
SPM
Access From Fairlawn Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Anacostia Fwy
Land Use Highway
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
No photo taken.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-500
Inspection Date / By 12/19/2012
GPS Longitude -76.96497
GPS Latitude 38.88020
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-501
Inspection Date / By 12/19/2012
GPS Longitude -76.96541
GPS Latitude 38.87960
SPM
Access From Fairlawn Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Anacostia Fwy
Land Use Highway
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
No photo taken.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-501
Inspection Date / By 12/19/2012
GPS Longitude -76.96541
GPS Latitude 38.87960
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-502
Inspection Date / By 12/19/2012
GPS Longitude -76.96585
GPS Latitude 38.87901
SPM
Access From Fairlawn Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Anacostia Fwy
Land Use Highway
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
No photo taken.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-502
Inspection Date / By 12/19/2012
GPS Longitude -76.96585
GPS Latitude 38.87901
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-503
Inspection Date / By 12/19/2012
GPS Longitude -76.96634
GPS Latitude 38.87844
SPM
Access From Fairlawn Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Anacostia Fwy
Land Use Highway
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
No photo taken.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-503
Inspection Date / By 12/19/2012
GPS Longitude -76.96634
GPS Latitude 38.87844
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-504
Inspection Date / By 1/11/2013
GPS Longitude -76.95894
GPS Latitude 38.88155
SPM
Access From Texas Ave SE and Burns St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Right
Pipe Diameter unknown
Height
Pipe Material unknown
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Fully submerged. Oils in discharge pool.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-504
Inspection Date / By 1/11/2013
GPS Longitude -76.95894
GPS Latitude 38.88155
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-505
Inspection Date / By 1/15/2013
GPS Longitude -76.96359
GPS Latitude 38.88218
SPM
Access From E St SE and 32nd St SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Green Space
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
outlet to a culvert
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-505
Inspection Date / By 1/15/2013
GPS Longitude -76.96359
GPS Latitude 38.88218
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-506
Inspection Date / By 1/15/2013
GPS Longitude -76.96440
GPS Latitude 38.88251
SPM
Access From Ohio Dr SW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACC/NAMA
Land Use Tidal Basin
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
not an outfall... inlet to a culvert
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-506
Inspection Date / By 1/15/2013
GPS Longitude -76.96440
GPS Latitude 38.88251
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-507
Inspection Date / By 1/11/2013
GPS Longitude -76.95926
GPS Latitude 38.88012
SPM
Access From D St SE and Burbank St SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-507
Inspection Date / By 1/11/2013
GPS Longitude -76.95926
GPS Latitude 38.88012
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-508
Inspection Date / By 1/11/2013
GPS Longitude -76.95929
GPS Latitude 38.88110
SPM
Access From Minnesota Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Dupont Park
Outfall Bank Location Left
Pipe Diameter 21
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-508
Inspection Date / By 1/11/2013
GPS Longitude -76.95929
GPS Latitude 38.88110
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-509
Inspection Date / By 1/11/2013
GPS Longitude -76.95933
GPS Latitude 38.88106
SPM
Access From Minnesota Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Dupont Park
Outfall Bank Location Right
Pipe Diameter 21
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-509
Inspection Date / By 1/11/2013
GPS Longitude -76.95933
GPS Latitude 38.88106
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-510
Inspection Date / By 1/29/2013
GPS Longitude -76.96262
GPS Latitude 38.88929
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter unknown
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-510
Inspection Date / By 1/29/2013
GPS Longitude -76.96262
GPS Latitude 38.88929
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-511
Inspection Date / By 11/27/2012
GPS Longitude -76.95757
GPS Latitude 38.88608
SPM
Access From C St SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-511
Inspection Date / By 11/27/2012
GPS Longitude -76.95757
GPS Latitude 38.88608
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-512
Inspection Date / By 1/29/2013
GPS Longitude -76.96666
GPS Latitude 38.88433
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter
Height 4 arch est
Pipe Material Unknown
Width 8 est
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Unable to get close enough for good photos and measurements.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-512
Inspection Date / By 1/29/2013
GPS Longitude -76.96666
GPS Latitude 38.88433
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-513
Inspection Date / By 12/18/2012
GPS Longitude -76.96154
GPS Latitude 38.88742
SPM
Access From Anacostia Fwy
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name Anacostia Fwy
Land Use Highway
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Approximately half clogged with sediment
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-513
Inspection Date / By 12/18/2012
GPS Longitude -76.96154
GPS Latitude 38.88742
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-514
Inspection Date / By 1/29/2013
GPS Longitude -76.96252
GPS Latitude 38.88943
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-514
Inspection Date / By 1/29/2013
GPS Longitude -76.96252
GPS Latitude 38.88943
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-515
Inspection Date / By 1/29/2013
GPS Longitude -76.96376
GPS Latitude 38.88631
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 30-50ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter
Height
Pipe Material CMP
Width unknown
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Minor erosion along sides of pipe.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-515
Inspection Date / By 1/29/2013
GPS Longitude -76.96376
GPS Latitude 38.88631
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-516
Inspection Date / By 1/14/2013
GPS Longitude -76.94663
GPS Latitude 38.91738
SPM
Access From New York Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Wetland
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-516
Inspection Date / By 1/14/2013
GPS Longitude -76.94663
GPS Latitude 38.91738
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-517
Inspection Date / By 12/18/2012
GPS Longitude -76.95254
GPS Latitude 38.91760
SPM
Access From New York Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Constructed Wetland
Outfall Bank Location Head
Pipe Diameter 66
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Layer of film (picture facing outside F-517) in discharge pool. Unsure what it is--looks like partially dried Elmer's glue.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-517
Inspection Date / By 12/18/2012
GPS Longitude -76.95254
GPS Latitude 38.91760
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-518
Inspection Date / By 12/14/2012
GPS Longitude -76.96233
GPS Latitude 38.91630
SPM
Access From Springhouse Rd
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name National Arboretum
Land Use Arboretum
Outfall Bank Location Head
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type Government
Receiving Stream Name Springhouse Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Unable to get close enough for a detailed inspection.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-518
Inspection Date / By 12/14/2012
GPS Longitude -76.96233
GPS Latitude 38.91630
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-519
Inspection Date / By 12/14/2012
GPS Longitude -76.96702
GPS Latitude 38.91468
SPM
Access From Hickey Ln NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name National Arboretum
Land Use Arboretum
Outfall Bank Location Left
Pipe Diameter 54
Height
Pipe Material Concrete
Width
Property Type Government
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-519
Inspection Date / By 12/14/2012
GPS Longitude -76.96702
GPS Latitude 38.91468
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-520
Inspection Date / By 12/14/2012
GPS Longitude -76.96693
GPS Latitude 38.91459
SPM
Access From Hickey Ln NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name National Arboretum
Land Use Arboretum
Outfall Bank Location Right
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type Government
Receiving Stream Name Hickey Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-520
Inspection Date / By 12/14/2012
GPS Longitude -76.96693
GPS Latitude 38.91459
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-521
Inspection Date / By 11/27/2012
GPS Longitude -76.96142
GPS Latitude 38.93380
SPM
Access From 34th St (Md)
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Single Family Residence
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-521
Inspection Date / By 11/27/2012
GPS Longitude -76.96142
GPS Latitude 38.93380
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-524
Inspection Date / By 12/14/2012
GPS Longitude -76.96911
GPS Latitude 38.91705
SPM
Access From Hickey Ln NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name National Arboretum
Land Use Arboretum
Outfall Bank Location Head
Pipe Diameter
Height 9
Pipe Material CONCRETE
Width 22.5
Property Type Government
Receiving Stream Name Hickey Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-524
Inspection Date / By 12/14/2012
GPS Longitude -76.96911
GPS Latitude 38.91705
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-527
Inspection Date / By 11/27/2012
GPS Longitude -76.97923
GPS Latitude 38.92547
SPM
Access From 18th St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Single Family Residence
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-527
Inspection Date / By 11/27/2012
GPS Longitude -76.97923
GPS Latitude 38.92547
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-528
Inspection Date / By 11/27/2012
GPS Longitude -77.00210
GPS Latitude 38.93559
SPM
Access From Harewood Rd NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-528
Inspection Date / By 11/27/2012
GPS Longitude -77.00210
GPS Latitude 38.93559
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-529
Inspection Date / By 1/3/2013
GPS Longitude -77.00743
GPS Latitude 38.92931
SPM
Access From Buchanan St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name Lt Joseph P Kennedy Institute
Land Use Education
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-529
Inspection Date / By 1/3/2013
GPS Longitude -77.00743
GPS Latitude 38.92931
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-530
Inspection Date / By 1/29/2013
GPS Longitude -76.97105
GPS Latitude 38.87938
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter
Height unknown
Pipe Material Unknown
Width unknown
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Unable to get close enough to measure.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-530
Inspection Date / By 1/29/2013
GPS Longitude -76.97105
GPS Latitude 38.87938
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-531
Inspection Date / By 1/29/2013
GPS Longitude -76.97244
GPS Latitude 38.88113
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Right
Pipe Diameter unknown
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Could not get close enough to take good pictures and branches in way.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-531
Inspection Date / By 1/29/2013
GPS Longitude -76.97244
GPS Latitude 38.88113
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-532
Inspection Date / By 1/29/2013
GPS Longitude -76.97254
GPS Latitude 38.88099
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Right
Pipe Diameter 36 est
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-532
Inspection Date / By 1/29/2013
GPS Longitude -76.97254
GPS Latitude 38.88099
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-533
Inspection Date / By 1/29/2013
GPS Longitude -76.97217
GPS Latitude 38.88152
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Right
Pipe Diameter unknown
Height
Pipe Material Unknown
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Cannot get close enough for good photos; tree in the way.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-533
Inspection Date / By 1/29/2013
GPS Longitude -76.97217
GPS Latitude 38.88152
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-535
Inspection Date / By 11/20/2012
GPS Longitude -76.91389
GPS Latitude 38.88996
SPM
Access From 61th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Head
Pipe Diameter
Height 7
Pipe Material Concrete
Width 14
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Possible illicit discharge.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-535
Inspection Date / By 11/20/2012
GPS Longitude -76.91389
GPS Latitude 38.88996
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-536
Inspection Date / By 11/20/2012
GPS Longitude -76.91274
GPS Latitude 38.89168
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 32
Height
Pipe Material Brick
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-536
Inspection Date / By 11/20/2012
GPS Longitude -76.91274
GPS Latitude 38.89168
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-537
Inspection Date / By 11/20/2012
GPS Longitude -76.91513
GPS Latitude 38.89172
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 28
Height
Pipe Material Brick
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-537
Inspection Date / By 11/20/2012
GPS Longitude -76.91513
GPS Latitude 38.89172
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-538
Inspection Date / By 2/6/2013
GPS Longitude -76.99501
GPS Latitude 38.86848
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter 36 est
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-538
Inspection Date / By 2/6/2013
GPS Longitude -76.99501
GPS Latitude 38.86848
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-550
Inspection Date / By 1/21/2013
GPS Longitude -76.95231
GPS Latitude 38.90400
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-550
Inspection Date / By 1/21/2013
GPS Longitude -76.95231
GPS Latitude 38.90400
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-551
Inspection Date / By 1/21/2013
GPS Longitude -76.95180
GPS Latitude 38.90249
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-551
Inspection Date / By 1/21/2013
GPS Longitude -76.95180
GPS Latitude 38.90249
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-552
Inspection Date / By 1/14/2013
GPS Longitude -76.95332
GPS Latitude 38.90645
SPM
Access From 26th St NE
Horiz. Dist. to Receiving Stream >50ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Langston Golf Course
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Double barrel.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-552
Inspection Date / By 1/14/2013
GPS Longitude -76.95332
GPS Latitude 38.90645
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-553
Inspection Date / By 1/14/2013
GPS Longitude -76.94919
GPS Latitude 38.90685
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Right
Pipe Diameter 48
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-553
Inspection Date / By 1/14/2013
GPS Longitude -76.94919
GPS Latitude 38.90685
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-554
Inspection Date / By 1/14/2013
GPS Longitude -76.94907
GPS Latitude 38.90645
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Left
Pipe Diameter 12 est
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Minor downstream erosion.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-554
Inspection Date / By 1/14/2013
GPS Longitude -76.94907
GPS Latitude 38.90645
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-555
Inspection Date / By 1/14/2013
GPS Longitude -76.94752
GPS Latitude 38.90475
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 10-20ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Right
Pipe Diameter 36
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-555
Inspection Date / By 1/14/2013
GPS Longitude -76.94752
GPS Latitude 38.90475
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-562
Inspection Date / By 11/19/2012
GPS Longitude -76.92183
GPS Latitude 38.89485
SPM
Access From 55th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material Clay
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Minor sediment in pipe.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-562
Inspection Date / By 11/19/2012
GPS Longitude -76.92183
GPS Latitude 38.89485
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-563
Inspection Date / By 11/19/2012
GPS Longitude -76.92229
GPS Latitude 38.89494
SPM
Access From 55th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
0
None
0
Security Gate 1
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 78
Height
Pipe Material Brick
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-563
Inspection Date / By 11/19/2012
GPS Longitude -76.92229
GPS Latitude 38.89494
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-564
Inspection Date / By 11/20/2012
GPS Longitude -76.92071
GPS Latitude 38.89455
SPM
Access From 55th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name N/A
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-564
Inspection Date / By 11/20/2012
GPS Longitude -76.92071
GPS Latitude 38.89455
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-565
Inspection Date / By 11/20/2012
GPS Longitude -76.92058
GPS Latitude 38.89457
SPM
Access From 55th St NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter
Height
Pipe Material CMP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
This is a culvert; not an outfall.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-565
Inspection Date / By 11/20/2012
GPS Longitude -76.92058
GPS Latitude 38.89457
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-567
Inspection Date / By 11/19/2012
GPS Longitude -76.92616
GPS Latitude 38.89654
SPM
Access From Division Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Marvin Gaye Park
Outfall Bank Location Right
Pipe Diameter 66
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-567
Inspection Date / By 11/19/2012
GPS Longitude -76.92616
GPS Latitude 38.89654
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-569
Inspection Date / By 11/19/2012
GPS Longitude -76.92637
GPS Latitude 38.89666
SPM
Access From Division Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NA
Land Use Marvin Gaye Park
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material Clay
Width
Property Type DC Parks & Rec
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-569
Inspection Date / By 11/19/2012
GPS Longitude -76.92637
GPS Latitude 38.89666
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-570
Inspection Date / By 11/19/2012
GPS Longitude -76.92400
GPS Latitude 38.89567
SPM
Access From Division Ave NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Marvin Gaye Park
Outfall Bank Location Right
Pipe Diameter
Height 60
Pipe Material RCP
Width 72
Property Type DC Parks & Rec
Receiving Stream Name
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-570
Inspection Date / By 11/19/2012
GPS Longitude -76.92400
GPS Latitude 38.89567
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-571
Inspection Date / By 2/1/2013
GPS Longitude -76.93671
GPS Latitude 38.89845
SPM
Access From 44th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 42
Height
Pipe Material CMP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
possibly clogged, can't tell actual pipe size or shape.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-571
Inspection Date / By 2/1/2013
GPS Longitude -76.93671
GPS Latitude 38.89845
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-572
Inspection Date / By 2/1/2013
GPS Longitude -76.93660
GPS Latitude 38.89871
SPM
Access From 44th St NE
Horiz. Dist. to Receiving Stream 30-50ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-572
Inspection Date / By 2/1/2013
GPS Longitude -76.93660
GPS Latitude 38.89871
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-573
Inspection Date / By 11/19/2012
GPS Longitude -76.93161
GPS Latitude 38.89870
SPM
Access From Nannie Helen Burroughs Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
NA not an outfall
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-573
Inspection Date / By 11/19/2012
GPS Longitude -76.93161
GPS Latitude 38.89870
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-574
Inspection Date / By 11/19/2012
GPS Longitude -76.93054
GPS Latitude 38.89879
SPM
Access From Nannie Helen Burroughs Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
NA not an outfall
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-574
Inspection Date / By 11/19/2012
GPS Longitude -76.93054
GPS Latitude 38.89879
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-575
Inspection Date / By 11/19/2012
GPS Longitude -76.93077
GPS Latitude 38.89881
SPM
Access From Nannie Helen Burroughs Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
NA not an outfall
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-575
Inspection Date / By 11/19/2012
GPS Longitude -76.93077
GPS Latitude 38.89881
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-576
Inspection Date / By 11/19/2012
GPS Longitude -76.92939
GPS Latitude 38.89853
SPM
Access From Nannie Helen Burroughs Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-576
Inspection Date / By 11/19/2012
GPS Longitude -76.92939
GPS Latitude 38.89853
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-577
Inspection Date / By 12/13/2012
GPS Longitude -77.09260
GPS Latitude 38.90825
SPM
Access From Near Abner Cloud House (Canal Rd NW)
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-577
Inspection Date / By 12/13/2012
GPS Longitude -77.09260
GPS Latitude 38.90825
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-578
Inspection Date / By 11/28/2012
GPS Longitude -77.07907
GPS Latitude 38.90529
SPM
Access From Near Abner Cloud House (Canal Rd NW)
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
0
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Head
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
FES discharges downstream into a culvert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-578
Inspection Date / By 11/28/2012
GPS Longitude -77.07907
GPS Latitude 38.90529
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-579
Inspection Date / By 12/6/2012
GPS Longitude -77.06539
GPS Latitude 38.94807
SPM
Access From Albermarle St NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Multi-Family Dwelling
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-579
Inspection Date / By 12/6/2012
GPS Longitude -77.06539
GPS Latitude 38.94807
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-580
Inspection Date / By 12/7/2012
GPS Longitude -77.05947
GPS Latitude 38.93892
SPM
Access From Connecticut Ave NW and Tilden St NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name ROCR
Land Use Melvin C Hazen Park
Outfall Bank Location Head
Pipe Diameter 36
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Missing pipe invert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-580
Inspection Date / By 12/7/2012
GPS Longitude -77.05947
GPS Latitude 38.93892
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-583
Inspection Date / By 1/14/2013
GPS Longitude -76.96830
GPS Latitude 38.90467
SPM
Access From Anacostia Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Head
Pipe Diameter 48
Height
Pipe Material CMP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Moderate
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-583
Inspection Date / By 1/14/2013
GPS Longitude -76.96830
GPS Latitude 38.90467
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-584
Inspection Date / By 1/29/2013
GPS Longitude -76.96240
GPS Latitude 38.89006
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter unknown
Height
Pipe Material Unknown
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-584
Inspection Date / By 1/29/2013
GPS Longitude -76.96240
GPS Latitude 38.89006
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-585
Inspection Date / By 1/14/2013
GPS Longitude -76.96192
GPS Latitude 38.89165
SPM
Access From Douglas St NE
Horiz. Dist. to Receiving Stream >50ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter 48
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-585
Inspection Date / By 1/14/2013
GPS Longitude -76.96192
GPS Latitude 38.89165
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-586
Inspection Date / By 1/14/2013
GPS Longitude -76.96127
GPS Latitude 38.89368
SPM
Access From Douglas St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter
Height
Pipe Material Concrete
Width 8 est
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-586
Inspection Date / By 1/14/2013
GPS Longitude -76.96127
GPS Latitude 38.89368
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-587
Inspection Date / By 1/11/2013
GPS Longitude -76.96789
GPS Latitude 38.89084
SPM
Access From DC United Parking Lot (Oklahoma Ave NE)
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-587
Inspection Date / By 1/11/2013
GPS Longitude -76.96789
GPS Latitude 38.89084
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-588
Inspection Date / By 1/14/2013
GPS Longitude -76.96112
GPS Latitude 38.89605
SPM
Access From Anacostia Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter 36
Height
Pipe Material Brick
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Remove tree and repair stone wall.
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Headwall is breaking apart.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-588
Inspection Date / By 1/14/2013
GPS Longitude -76.96112
GPS Latitude 38.89605
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-589
Inspection Date / By 1/14/2013
GPS Longitude -76.96612
GPS Latitude 38.89806
SPM
Access From 26th St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Langston Golf Course
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
May have been fully submerged at time of inspection.
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-589
Inspection Date / By 1/14/2013
GPS Longitude -76.96612
GPS Latitude 38.89806
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-590
Inspection Date / By 1/11/2013
GPS Longitude -77.05526
GPS Latitude 38.85819
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Left
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-590
Inspection Date / By 1/11/2013
GPS Longitude -77.05526
GPS Latitude 38.85819
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-591
Inspection Date / By 12/18/2012
GPS Longitude -76.95241
GPS Latitude 38.91761
SPM
Access From New York Ave NE Onramp
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name New York Ave
Land Use Onramp
Outfall Bank Location Head
Pipe Diameter 66
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Layer of oily film (picture facing outside F-517) in discharge pool; unsure what it is. Looks like partially dried Elmer's glue
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-591
Inspection Date / By 12/18/2012
GPS Longitude -76.95241
GPS Latitude 38.91761
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-592
Inspection Date / By 1/14/2013
GPS Longitude -76.94195
GPS Latitude 38.91078
SPM
Access From Douglas St NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Green Space
Outfall Bank Location Right
Pipe Diameter 48
Height
Pipe Material RCP
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-592
Inspection Date / By 1/14/2013
GPS Longitude -76.94195
GPS Latitude 38.91078
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-593
Inspection Date / By 1/14/2013
GPS Longitude -76.94199
GPS Latitude 38.91035
SPM
Access From Douglas St NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Green Space
Outfall Bank Location Right
Pipe Diameter 12
Height
Pipe Material Unknown
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
no outlet for flow
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-593
Inspection Date / By 1/14/2013
GPS Longitude -76.94199
GPS Latitude 38.91035
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-594
Inspection Date / By 1/14/2013
GPS Longitude -76.94200
GPS Latitude 38.91052
SPM
Access From Douglas St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-594
Inspection Date / By 1/14/2013
GPS Longitude -76.94200
GPS Latitude 38.91052
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-595
Inspection Date / By 1/14/2013
GPS Longitude -76.94017
GPS Latitude 38.90973
SPM
Access From Douglas St NE
Horiz. Dist. to Receiving Stream >50ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Green Space
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Outfall area plunge pool contains trees and other obstructions to flow.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-595
Inspection Date / By 1/14/2013
GPS Longitude -76.94017
GPS Latitude 38.90973
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-596
Inspection Date / By 11/27/2012
GPS Longitude -76.94429
GPS Latitude 38.90155
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Wats Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-596
Inspection Date / By 11/27/2012
GPS Longitude -76.94429
GPS Latitude 38.90155
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-597
Inspection Date / By 11/27/2012
GPS Longitude -76.94358
GPS Latitude 38.90129
SPM
Access From 42nd St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 48
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-597
Inspection Date / By 11/27/2012
GPS Longitude -76.94358
GPS Latitude 38.90129
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-598
Inspection Date / By 1/21/2013
GPS Longitude -76.94646
GPS Latitude 38.90365
SPM
Access From Hayes St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-598
Inspection Date / By 1/21/2013
GPS Longitude -76.94646
GPS Latitude 38.90365
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-599
Inspection Date / By 1/14/2013
GPS Longitude -76.94542
GPS Latitude 38.90282
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Possibly located in other wall of F-600 structure, no conclusive evidence.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-599
Inspection Date / By 1/14/2013
GPS Longitude -76.94542
GPS Latitude 38.90282
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-600
Inspection Date / By 1/14/2013
GPS Longitude -76.94547
GPS Latitude 38.90280
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Bottom of outfall pipe is 3.5 feet below water surface. Severe upstream/downstream erosion.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-600
Inspection Date / By 1/14/2013
GPS Longitude -76.94547
GPS Latitude 38.90280
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-601
Inspection Date / By 1/14/2013
GPS Longitude -76.94536
GPS Latitude 38.90244
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material Clay
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Five pipe sections have collapsed. Is this an abandoned SS?
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Very Poor
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 3
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-601
Inspection Date / By 1/14/2013
GPS Longitude -76.94536
GPS Latitude 38.90244
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-602
Inspection Date / By 11/27/2012
GPS Longitude -76.94488
GPS Latitude 38.90170
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 21
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-602
Inspection Date / By 11/27/2012
GPS Longitude -76.94488
GPS Latitude 38.90170
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-604
Inspection Date / By 2/1/2013
GPS Longitude -76.94087
GPS Latitude 38.89960
SPM
Access From Hayes St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 12
Height
Pipe Material Clay
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Poor
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 2
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-604
Inspection Date / By 2/1/2013
GPS Longitude -76.94087
GPS Latitude 38.89960
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-605
Inspection Date / By 2/1/2013
GPS Longitude -76.94091
GPS Latitude 38.89974
SPM
Access From Hayes St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 36
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-605
Inspection Date / By 2/1/2013
GPS Longitude -76.94091
GPS Latitude 38.89974
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-606
Inspection Date / By 2/1/2013
GPS Longitude -76.94125
GPS Latitude 38.90006
SPM
Access From Hayes St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 15
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-606
Inspection Date / By 2/1/2013
GPS Longitude -76.94125
GPS Latitude 38.90006
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-607
Inspection Date / By 11/27/2012
GPS Longitude -76.94193
GPS Latitude 38.90059
SPM
Access From 42nd St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 52
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Minor oil sheen in discharge pool
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Critical
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-607
Inspection Date / By 11/27/2012
GPS Longitude -76.94193
GPS Latitude 38.90059
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-609
Inspection Date / By 1/11/2013
GPS Longitude -76.96872
GPS Latitude 38.89292
SPM
Access From 26th St NE
Horiz. Dist. to Receiving Stream >50ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Langston Golf Course
Outfall Bank Location Right
Pipe Diameter 54
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-609
Inspection Date / By 1/11/2013
GPS Longitude -76.96872
GPS Latitude 38.89292
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-610
Inspection Date / By 11/10/2012
GPS Longitude -76.96420
GPS Latitude 38.87678
SPM
Access From Texas Ave SE and Nash St SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Pope Branch Park
Outfall Bank Location
Pipe Diameter 96
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Pope Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
This is a culvert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-610
Inspection Date / By 11/10/2012
GPS Longitude -76.96420
GPS Latitude 38.87678
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-612
Inspection Date / By 2/1/2013
GPS Longitude -76.93406
GPS Latitude 38.89779
SPM
Access From Foot St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 38 est
Height
Pipe Material Brick
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-612
Inspection Date / By 2/1/2013
GPS Longitude -76.93406
GPS Latitude 38.89779
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-613
Inspection Date / By 2/1/2013
GPS Longitude -76.93406
GPS Latitude 38.89776
SPM
Access From Foot St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 21
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Broken pipe.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Important
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 1
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-613
Inspection Date / By 2/1/2013
GPS Longitude -76.93406
GPS Latitude 38.89776
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-614
Inspection Date / By 11/19/2012
GPS Longitude -76.93224
GPS Latitude 38.89807
SPM
Access From 49th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch Park
Outfall Bank Location Left
Pipe Diameter
Height 4.5
Pipe Material Concrete
Width unknown
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Double box culvert; unable to measure widths.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Smaller pipe inside larger (see F-992)
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-614
Inspection Date / By 11/19/2012
GPS Longitude -76.93224
GPS Latitude 38.89807
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-617
Inspection Date / By 1/3/2013
GPS Longitude -77.01228
GPS Latitude 38.81284
SPM
Access From DC Village Ln SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
0
None
0
Security Gate 0
Facility Name Monumental Concrete LLC
Land Use Concrete Plant
Outfall Bank Location Head
Pipe Diameter 28
Height
Pipe Material RCP
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-617
Inspection Date / By 1/3/2013
GPS Longitude -77.01228
GPS Latitude 38.81284
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-618
Inspection Date / By 10/10/2012
GPS Longitude -77.01896
GPS Latitude 38.82005
SPM
Access From Southern Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-618
Inspection Date / By 10/10/2012
GPS Longitude -77.01896
GPS Latitude 38.82005
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-619
Inspection Date / By 10/11/2012
GPS Longitude -77.00460
GPS Latitude 38.82610
SPM
Access From South Capitol St. SE and Elmira St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-619
Inspection Date / By 10/11/2012
GPS Longitude -77.00460
GPS Latitude 38.82610
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-620
Inspection Date / By 10/11/2012
GPS Longitude -77.00456
GPS Latitude 38.82636
SPM
Access From South Capitol St. SE and Elmira St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-620
Inspection Date / By 10/11/2012
GPS Longitude -77.00456
GPS Latitude 38.82636
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-621
Inspection Date / By 10/11/2012
GPS Longitude -77.00499
GPS Latitude 38.82701
SPM
Access From South Capitol St. SE and Elmira St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-621
Inspection Date / By 10/11/2012
GPS Longitude -77.00499
GPS Latitude 38.82701
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-622
Inspection Date / By 10/11/2012
GPS Longitude -77.00545
GPS Latitude 38.82779
SPM
Access From 1st St SW and Chesapeake St SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-622
Inspection Date / By 10/11/2012
GPS Longitude -77.00545
GPS Latitude 38.82779
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-623
Inspection Date / By 1/15/2013
GPS Longitude -77.00472
GPS Latitude 38.82304
SPM
Access From E St SE and 32nd St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Green Space
Outfall Bank Location Right
Pipe Diameter
Height 36
Pipe Material Brick
Width 72
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-623
Inspection Date / By 1/15/2013
GPS Longitude -77.00472
GPS Latitude 38.82304
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-624
Inspection Date / By 10/11/2012
GPS Longitude -77.00492
GPS Latitude 38.82980
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Sediment was coming from nearby fire station construction work.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-624
Inspection Date / By 10/11/2012
GPS Longitude -77.00492
GPS Latitude 38.82980
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-627
Inspection Date / By 10/10/2012
GPS Longitude -76.99841
GPS Latitude 38.82334
SPM
Access From Southern Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location Left
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Minor cracking of channel wall around pipe end.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-627
Inspection Date / By 10/10/2012
GPS Longitude -76.99841
GPS Latitude 38.82334
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-628
Inspection Date / By 2/5/2013
GPS Longitude -77.01363
GPS Latitude 38.86349
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name James Creek Marina
Land Use Marina
Outfall Bank Location Right
Pipe Diameter
Height unknown
Pipe Material Unknown
Width unknown
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Double barrel outfalls under litter trap.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-628
Inspection Date / By 2/5/2013
GPS Longitude -77.01363
GPS Latitude 38.86349
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-629
Inspection Date / By 11/14/2012
GPS Longitude -77.00326
GPS Latitude 38.83157
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
1
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-629
Inspection Date / By 11/14/2012
GPS Longitude -77.00326
GPS Latitude 38.83157
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-630
Inspection Date / By 11/14/2012
GPS Longitude -77.00381
GPS Latitude 38.83085
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Left
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-630
Inspection Date / By 11/14/2012
GPS Longitude -77.00381
GPS Latitude 38.83085
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-631
Inspection Date / By 11/14/2012
GPS Longitude -77.00077
GPS Latitude 38.83405
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Right
Pipe Diameter 60
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Broken security gate in flow path.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-631
Inspection Date / By 11/14/2012
GPS Longitude -77.00077
GPS Latitude 38.83405
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-632
Inspection Date / By 11/14/2012
GPS Longitude -77.00067
GPS Latitude 38.83388
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Left
Pipe Diameter 54
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-632
Inspection Date / By 11/14/2012
GPS Longitude -77.00067
GPS Latitude 38.83388
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-636
Inspection Date / By 1/10/2013
GPS Longitude -76.95815
GPS Latitude 38.86652
SPM
Access From U St SE and 34th St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location Head
Pipe Diameter 36
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Potential RSC
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Severe downstream erosion.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 6
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Severe Erosion
Excellent / Like New
Normal
Stream Bank / Pool 3
Stream Bank / Pool (x2) 6
Structure 0
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-636
Inspection Date / By 1/10/2013
GPS Longitude -76.95815
GPS Latitude 38.86652
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-637
Inspection Date / By 11/9/2012
GPS Longitude -76.95371
GPS Latitude 38.85809
SPM
Access From Southern Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Residential
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
no outfall found
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-637
Inspection Date / By 11/9/2012
GPS Longitude -76.95371
GPS Latitude 38.85809
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-638
Inspection Date / By 11/10/2012
GPS Longitude -76.95622
GPS Latitude 38.87282
SPM
Access From Texas Ave SE and Nash St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Pope Branch Park
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Pope Branch
Description of Repair Approach
Stream Restoration
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Collapsed outfall with pipe separation at first joint. Note recent sanitary sewer point repair behind headwall. Evidence of downsream erosion but somewhat stable now.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 7
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Very Poor
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 3
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-638
Inspection Date / By 11/10/2012
GPS Longitude -76.95622
GPS Latitude 38.87282
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-639
Inspection Date / By 11/10/2012
GPS Longitude -76.95250
GPS Latitude 38.87252
SPM
Access From Texas Ave SE and Nash St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Pope Branch Park
Outfall Bank Location Head
Pipe Diameter 36
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Pope Branch
Description of Repair Approach
Stream Restoration
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
There is a steep slope coming off Texas Ave. Pipe joint separation. Embankment above outfall and plunge pool are eroded.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 5
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Moderate
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 1
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-639
Inspection Date / By 11/10/2012
GPS Longitude -76.95250
GPS Latitude 38.87252
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-640
Inspection Date / By 1/15/2013
GPS Longitude -76.96320
GPS Latitude 38.88190
SPM
Access From E St SE and 32nd St SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Green Space
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-640
Inspection Date / By 1/15/2013
GPS Longitude -76.96320
GPS Latitude 38.88190
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-641
Inspection Date / By 1/9/2013
GPS Longitude -77.10401
GPS Latitude 38.94323
SPM
Access From Warren Pl NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Right of Way
Outfall Bank Location Head
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-641
Inspection Date / By 1/9/2013
GPS Longitude -77.10401
GPS Latitude 38.94323
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-642
Inspection Date / By 11/27/2012
GPS Longitude -76.97246
GPS Latitude 38.94417
SPM
Access From Varnum St (Md)
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-642
Inspection Date / By 11/27/2012
GPS Longitude -76.97246
GPS Latitude 38.94417
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-643
Inspection Date / By 11/27/2012
GPS Longitude -76.97555
GPS Latitude 38.92120
SPM
Access From Lawrence Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Loomis Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DC Parks & Rec
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-643
Inspection Date / By 11/27/2012
GPS Longitude -76.97555
GPS Latitude 38.92120
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-644
Inspection Date / By 11/14/2012
GPS Longitude -77.00237
GPS Latitude 38.83339
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Right
Pipe Diameter 48
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Missing a section of the security gate.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-644
Inspection Date / By 11/14/2012
GPS Longitude -77.00237
GPS Latitude 38.83339
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-645
Inspection Date / By 11/4/2012
GPS Longitude -76.98492
GPS Latitude 38.84640
SPM
Access From Alabama Ave SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Washington Hebrew Congregation Cemetary
Land Use Religious
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-645
Inspection Date / By 11/4/2012
GPS Longitude -76.98492
GPS Latitude 38.84640
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-646
Inspection Date / By 2/5/2013
GPS Longitude -77.00801
GPS Latitude 38.86828
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Construction Site
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
unable to access by boat because site was under construction
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-646
Inspection Date / By 2/5/2013
GPS Longitude -77.00801
GPS Latitude 38.86828
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-647
Inspection Date / By 2/6/2013
GPS Longitude -77.02213
GPS Latitude 38.87669
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name Gangplank Marina
Land Use Marina
Outfall Bank Location Left
Pipe Diameter
Height 48 est
Pipe Material RCP
Width 96 est
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-647
Inspection Date / By 2/6/2013
GPS Longitude -77.02213
GPS Latitude 38.87669
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-648
Inspection Date / By 1/7/2013
GPS Longitude -77.03352
GPS Latitude 38.88383
SPM
Access From Ohio Dr SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACC/NAMA
Land Use Tidal Basin
Outfall Bank Location
Pipe Diameter 18
Height
Pipe Material Clay
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-648
Inspection Date / By 1/7/2013
GPS Longitude -77.03352
GPS Latitude 38.88383
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-649
Inspection Date / By 1/7/2013
GPS Longitude -77.03333
GPS Latitude 38.88348
SPM
Access From Ohio Dr SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
1
Security Gate 0
Facility Name NACC/NAMA
Land Use Tidal Basin
Outfall Bank Location Head
Pipe Diameter 21
Height
Pipe Material VCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-649
Inspection Date / By 1/7/2013
GPS Longitude -77.03333
GPS Latitude 38.88348
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-650
Inspection Date / By 2/6/2013
GPS Longitude -77.03106
GPS Latitude 38.88257
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Washington Marina Company
Land Use Marina
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-650
Inspection Date / By 2/6/2013
GPS Longitude -77.03106
GPS Latitude 38.88257
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-651
Inspection Date / By 2/6/2013
GPS Longitude -77.02920
GPS Latitude 38.88198
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name Washington Marina Company
Land Use Marina
Outfall Bank Location Left
Pipe Diameter 48 est
Height
Pipe Material RCP
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-651
Inspection Date / By 2/6/2013
GPS Longitude -77.02920
GPS Latitude 38.88198
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-652
Inspection Date / By 1/14/2013
GPS Longitude -76.96944
GPS Latitude 38.90378
SPM
Access From Anacostia Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Point Repair
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Photos are ribboned as F-562 but named F-652.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 6
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Poor
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 2
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-652
Inspection Date / By 1/14/2013
GPS Longitude -76.96944
GPS Latitude 38.90378
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-653
Inspection Date / By 11/20/2012
GPS Longitude -76.91379
GPS Latitude 38.89153
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-653
Inspection Date / By 11/20/2012
GPS Longitude -76.91379
GPS Latitude 38.89153
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-654
Inspection Date / By 11/20/2012
GPS Longitude -76.91202
GPS Latitude 38.89121
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 30-50ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 66
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-654
Inspection Date / By 11/20/2012
GPS Longitude -76.91202
GPS Latitude 38.89121
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-655
Inspection Date / By 11/19/2012
GPS Longitude -76.92461
GPS Latitude 38.89566
SPM
Access From Division Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Marvin Gaye Park
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material Plastic
Width
Property Type DC Parks & Rec
Receiving Stream Name
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-655
Inspection Date / By 11/19/2012
GPS Longitude -76.92461
GPS Latitude 38.89566
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-657
Inspection Date / By 12/19/2012
GPS Longitude -76.93343
GPS Latitude 38.91302
SPM
Access From Anacostia Fwy (Md)
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
No photo taken.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-657
Inspection Date / By 12/19/2012
GPS Longitude -76.93343
GPS Latitude 38.91302
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-659
Inspection Date / By 12/6/2012
GPS Longitude -77.05316
GPS Latitude 38.97027
SPM
Access From Oregon Ave NW and Nebraska Ave NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name ROCR
Land Use Rock Creek Park
Outfall Bank Location Right
Pipe Diameter
Height 1 est
Pipe Material Stone
Width 20 est
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Potential RSC
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Collapsed wing wall. Unable to get close enough to inspect. Some downstream erosion.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 5
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Moderate
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 1
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-659
Inspection Date / By 12/6/2012
GPS Longitude -77.05316
GPS Latitude 38.97027
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-660
Inspection Date / By 1/15/2013
GPS Longitude -77.04478
GPS Latitude 38.95141
SPM
Access From Normanstone Dr NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name ROCR
Land Use Woodland-Normanstone Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
considered park property. drains from amphitheater
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-660
Inspection Date / By 1/15/2013
GPS Longitude -77.04478
GPS Latitude 38.95141
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-661
Inspection Date / By 12/11/2012
GPS Longitude -77.08264
GPS Latitude 38.92719
SPM
Access From New Mexico Ave NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name ROCR
Land Use Glover Park
Outfall Bank Location Head
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Security gate broken, headwall broken.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-661
Inspection Date / By 12/11/2012
GPS Longitude -77.08264
GPS Latitude 38.92719
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-662
Inspection Date / By 12/11/2012
GPS Longitude -77.08183
GPS Latitude 38.92447
SPM
Access From New Mexico Ave NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name ROCR
Land Use Glover Park
Outfall Bank Location Head
Pipe Diameter 36
Height
Pipe Material Brick
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Some erosion under pipe invert and headwall and downstream.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Moderate
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-662
Inspection Date / By 12/11/2012
GPS Longitude -77.08183
GPS Latitude 38.92447
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-663
Inspection Date / By 12/12/2012
GPS Longitude -77.11272
GPS Latitude 38.93131
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Head
Pipe Diameter
Height 132
Pipe Material RCP
Width 96
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status CULVERT
Assessment Comments
Arched shaped outfall located at the top of the waterfall. Two box culverts are inlet to the downstream culvert at the bottom of waterfall - discharge end was not inventoried.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Important
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 1
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-663
Inspection Date / By 12/12/2012
GPS Longitude -77.11272
GPS Latitude 38.93131
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-670
Inspection Date / By 2/1/2013
GPS Longitude -76.94002
GPS Latitude 38.89900
SPM
Access From Hayes St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-670
Inspection Date / By 2/1/2013
GPS Longitude -76.94002
GPS Latitude 38.89900
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-671
Inspection Date / By 2/1/2013
GPS Longitude -76.93929
GPS Latitude 38.89863
SPM
Access From 44th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 30
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-671
Inspection Date / By 2/1/2013
GPS Longitude -76.93929
GPS Latitude 38.89863
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-672
Inspection Date / By 2/1/2013
GPS Longitude -76.93873
GPS Latitude 38.89865
SPM
Access From 44th St NE
Horiz. Dist. to Receiving Stream 30-50ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 33
Height
Pipe Material Brick
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-672
Inspection Date / By 2/1/2013
GPS Longitude -76.93873
GPS Latitude 38.89865
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-675
Inspection Date / By 2/6/2013
GPS Longitude -77.00473
GPS Latitude 38.86652
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Near Robbins Rd
Outfall Bank Location Left
Pipe Diameter 15 est
Height
Pipe Material VCP
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-675
Inspection Date / By 2/6/2013
GPS Longitude -77.00473
GPS Latitude 38.86652
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-676
Inspection Date / By 1/14/2013
GPS Longitude -76.94608
GPS Latitude 38.91733
SPM
Access From New York Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Wetland
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-676
Inspection Date / By 1/14/2013
GPS Longitude -76.94608
GPS Latitude 38.91733
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-677
Inspection Date / By 12/14/2012
GPS Longitude -76.95490
GPS Latitude 38.91665
SPM
Access From Conifer Rd
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name National Arboretum
Land Use Arboretum
Outfall Bank Location Head
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type Government
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-677
Inspection Date / By 12/14/2012
GPS Longitude -76.95490
GPS Latitude 38.91665
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-678
Inspection Date / By 1/14/2013
GPS Longitude -76.93726
GPS Latitude 38.90950
SPM
Access From New York Ave NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Wetland
Outfall Bank Location Head
Pipe Diameter
Height 5 est
Pipe Material Concrete
Width 18 est
Property Type DDOT
Receiving Stream Name
Description of Repair Approach
Stream Restoration
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Downstream erosion.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 4
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Excellent / Like New
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 0
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-678
Inspection Date / By 1/14/2013
GPS Longitude -76.93726
GPS Latitude 38.90950
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-679
Inspection Date / By 1/21/2013
GPS Longitude -76.94745
GPS Latitude 38.90455
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Fort Circle Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-679
Inspection Date / By 1/21/2013
GPS Longitude -76.94745
GPS Latitude 38.90455
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-680
Inspection Date / By 11/27/2012
GPS Longitude -76.94257
GPS Latitude 38.90119
SPM
Access From 42nd St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Separated pipe joint at last segment.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-680
Inspection Date / By 11/27/2012
GPS Longitude -76.94257
GPS Latitude 38.90119
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-681
Inspection Date / By 11/27/2012
GPS Longitude -76.94222
GPS Latitude 38.90118
SPM
Access From 42nd St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 21
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Exposed reinforcing steel at pipe end.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-681
Inspection Date / By 11/27/2012
GPS Longitude -76.94222
GPS Latitude 38.90118
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-682
Inspection Date / By 11/20/2012
GPS Longitude -76.91373
GPS Latitude 38.89148
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-682
Inspection Date / By 11/20/2012
GPS Longitude -76.91373
GPS Latitude 38.89148
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-683
Inspection Date / By 1/14/2013
GPS Longitude -76.96613
GPS Latitude 38.90109
SPM
Access From 26th St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Langston Golf Course
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
May have been fully submerged at time of inspection.
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-683
Inspection Date / By 1/14/2013
GPS Longitude -76.96613
GPS Latitude 38.90109
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-684
Inspection Date / By 2/5/2013
GPS Longitude -77.00971
GPS Latitude 38.86599
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Office Space
Outfall Bank Location Right
Pipe Diameter unknown
Height
Pipe Material Unknown
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-684
Inspection Date / By 2/5/2013
GPS Longitude -77.00971
GPS Latitude 38.86599
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-685
Inspection Date / By 2/5/2013
GPS Longitude -77.04189
GPS Latitude 38.87672
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Potomac River
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Water
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-685
Inspection Date / By 2/5/2013
GPS Longitude -77.04189
GPS Latitude 38.87672
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-686
Inspection Date / By 2/5/2013
GPS Longitude -77.04177
GPS Latitude 38.87664
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Potomac River
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Water
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-686
Inspection Date / By 2/5/2013
GPS Longitude -77.04177
GPS Latitude 38.87664
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-687
Inspection Date / By 2/5/2013
GPS Longitude -77.04067
GPS Latitude 38.87559
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Potomac River
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Water
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-687
Inspection Date / By 2/5/2013
GPS Longitude -77.04067
GPS Latitude 38.87559
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-688
Inspection Date / By 2/5/2013
GPS Longitude -77.03939
GPS Latitude 38.87423
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Potomac River
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Water
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-688
Inspection Date / By 2/5/2013
GPS Longitude -77.03939
GPS Latitude 38.87423
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-689
Inspection Date / By 12/5/2012
GPS Longitude -77.03987
GPS Latitude 38.97571
SPM
Access From Sherill Dr NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name ROCR
Land Use Rock Creek Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-689
Inspection Date / By 12/5/2012
GPS Longitude -77.03987
GPS Latitude 38.97571
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-690
Inspection Date / By 12/3/2012
GPS Longitude -77.03938
GPS Latitude 38.98960
SPM
Access From N Portal Drive NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name ROCR
Land Use North Portal Park
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name Rock Creek
Description of Repair Approach
Stream Restoration
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 6
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Poor
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 2
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-690
Inspection Date / By 12/3/2012
GPS Longitude -77.03938
GPS Latitude 38.98960
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-691
Inspection Date / By 12/6/2012
GPS Longitude -77.05991
GPS Latitude 38.95782
SPM
Access From Broad Branch Rd NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 1
Facility Name ROCR
Land Use Broad Branch
Outfall Bank Location
Pipe Diameter
Height 90
Pipe Material Concrete
Width 120
Property Type NPS
Receiving Stream Name Broad Branch
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Missing security gate; some erosion under spillway. Walking trail above outall.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Important
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 1
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-691
Inspection Date / By 12/6/2012
GPS Longitude -77.05991
GPS Latitude 38.95782
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-692
Inspection Date / By 12/6/2012
GPS Longitude -77.06396
GPS Latitude 38.94654
SPM
Access From Audubon Terrace NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name ROCR
Land Use Soapstone Valley
Outfall Bank Location Right
Pipe Diameter 42
Height
Pipe Material Brick
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Minor erosion under spillway.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Normal
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-692
Inspection Date / By 12/6/2012
GPS Longitude -77.06396
GPS Latitude 38.94654
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-695
Inspection Date / By 1/14/2013
GPS Longitude -76.95097
GPS Latitude 38.90817
SPM
Access From 26th St NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
1
Headwall
0
None
0
Security Gate 0
Facility Name NACE
Land Use Langston Golf Course
Outfall Bank Location Left
Pipe Diameter 18 est
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Flow to creek blocked by sediment and debris. Outfall is partially embedded into ground.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-695
Inspection Date / By 1/14/2013
GPS Longitude -76.95097
GPS Latitude 38.90817
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-697
Inspection Date / By 11/14/2012
GPS Longitude -77.00283
GPS Latitude 38.83284
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Right
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-697
Inspection Date / By 11/14/2012
GPS Longitude -77.00283
GPS Latitude 38.83284
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-698
Inspection Date / By 12/12/2012
GPS Longitude -77.09391
GPS Latitude 38.92749
SPM
Access From 49th St NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name ROCR
Land Use Battery Kemble Park
Outfall Bank Location Left
Pipe Diameter 21
Height
Pipe Material Clay
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Point Repair
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Need additional photos to determine limits of repair.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 4
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Excellent / Like New
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 0
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-698
Inspection Date / By 12/12/2012
GPS Longitude -77.09391
GPS Latitude 38.92749
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-699
Inspection Date / By 12/12/2012
GPS Longitude -77.09399
GPS Latitude 38.92870
SPM
Access From 49th St NW
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name ROCR
Land Use Battery Kemble Park
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Minor erosion behind the headwall.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-699
Inspection Date / By 12/12/2012
GPS Longitude -77.09399
GPS Latitude 38.92870
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-700
Inspection Date / By 11/28/2012
GPS Longitude -77.09911
GPS Latitude 38.94542
SPM
Access From 50th Pl NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NA
Land Use Single Family Residence
Outfall Bank Location Head
Pipe Diameter
Height 96
Pipe Material Concrete
Width 84
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Double box culvert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-700
Inspection Date / By 11/28/2012
GPS Longitude -77.09911
GPS Latitude 38.94542
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-701
Inspection Date / By 11/28/2012
GPS Longitude -77.06514
GPS Latitude 38.95503
SPM
Access From Fessenden St NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Linnean Park
Outfall Bank Location Head
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name
Description of Repair Approach
Potential RSC
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Erosion above headwall and stream bank erosion downstream.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 5
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Moderate
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 1
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-701
Inspection Date / By 11/28/2012
GPS Longitude -77.06514
GPS Latitude 38.95503
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-702
Inspection Date / By 2/6/2013
GPS Longitude -76.98525
GPS Latitude 38.87290
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 1
Facility Name NACE
Land Use Anacostia Park
Outfall Bank Location Left
Pipe Diameter
Height unknown
Pipe Material Unknown
Width unknown
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-702
Inspection Date / By 2/6/2013
GPS Longitude -76.98525
GPS Latitude 38.87290
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-703
Inspection Date / By 1/7/2013
GPS Longitude -77.03398
GPS Latitude 38.88243
SPM
Access From Little Falls Rd NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Dalecarlia Reservoir
Land Use Reservoir
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Government
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-703
Inspection Date / By 1/7/2013
GPS Longitude -77.03398
GPS Latitude 38.88243
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-706
Inspection Date / By 10/11/2012
GPS Longitude -77.00410
GPS Latitude 38.83079
SPM
Access From 1st St SW and Chesapeake St SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location right
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
River stone in pipe invert may be indiciative of broken pipe beyond what we could see.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-706
Inspection Date / By 10/11/2012
GPS Longitude -77.00410
GPS Latitude 38.83079
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-708
Inspection Date / By 10/11/2012
GPS Longitude -77.00538
GPS Latitude 38.82901
SPM
Access From Valley Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Oxon Run Park
Outfall Bank Location Right
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Headwall is cracked. Minor erosion hole behind headwall is approx. 10" deep.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-708
Inspection Date / By 10/11/2012
GPS Longitude -77.00538
GPS Latitude 38.82901
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-709
Inspection Date / By 12/13/2012
GPS Longitude -77.07545
GPS Latitude 38.90534
SPM
Access From Unable to Access by foot (Canal Rd NW)
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 15 est
Height
Pipe Material VCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Canal
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
GPS from across canal
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Important
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 1
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-709
Inspection Date / By 12/13/2012
GPS Longitude -77.07545
GPS Latitude 38.90534
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-710
Inspection Date / By 12/7/2012
GPS Longitude -77.04681
GPS Latitude 38.93557
SPM
Access From Piney Branch Pkwy NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name ROCR
Land Use Piney Branch Park
Outfall Bank Location Left
Pipe Diameter 15
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name Piney Branch
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-710
Inspection Date / By 12/7/2012
GPS Longitude -77.04681
GPS Latitude 38.93557
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-711
Inspection Date / By 12/12/2012
GPS Longitude -77.11135
GPS Latitude 38.92915
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream 30-50ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 15
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
N/A
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 4
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Critical
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-711
Inspection Date / By 12/12/2012
GPS Longitude -77.11135
GPS Latitude 38.92915
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-712
Inspection Date / By 12/12/2012
GPS Longitude -77.11062
GPS Latitude 38.92789
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Critical
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-712
Inspection Date / By 12/12/2012
GPS Longitude -77.11062
GPS Latitude 38.92789
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-713
Inspection Date / By 12/12/2012
GPS Longitude -77.11007
GPS Latitude 38.92715
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Important
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 1
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-713
Inspection Date / By 12/12/2012
GPS Longitude -77.11007
GPS Latitude 38.92715
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-714
Inspection Date / By 12/12/2012
GPS Longitude -77.10827
GPS Latitude 38.92531
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 15
Height
Pipe Material Clay
Width
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Critical
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-714
Inspection Date / By 12/12/2012
GPS Longitude -77.10827
GPS Latitude 38.92531
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-715
Inspection Date / By 12/12/2012
GPS Longitude -77.10643
GPS Latitude 38.92401
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-715
Inspection Date / By 12/12/2012
GPS Longitude -77.10643
GPS Latitude 38.92401
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-716
Inspection Date / By 12/12/2012
GPS Longitude -77.10449
GPS Latitude 38.92262
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream >50ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Critical
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-716
Inspection Date / By 12/12/2012
GPS Longitude -77.10449
GPS Latitude 38.92262
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-717
Inspection Date / By 12/12/2012
GPS Longitude -77.10472
GPS Latitude 38.92328
SPM
Access From Chain Bridge Rd NW and Canal Rd NW
Horiz. Dist. to Receiving Stream >50ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
The pipe to the left of the 18" RCP is a roadway culvert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 2
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Critical
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-717
Inspection Date / By 12/12/2012
GPS Longitude -77.10472
GPS Latitude 38.92328
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-718
Inspection Date / By 12/12/2012
GPS Longitude -77.10233
GPS Latitude 38.92065
SPM
Access From Near Abner Cloud House (Canal Rd NW)
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-718
Inspection Date / By 12/12/2012
GPS Longitude -77.10233
GPS Latitude 38.92065
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-719
Inspection Date / By 12/12/2012
GPS Longitude -77.10185
GPS Latitude 38.92001
SPM
Access From Near Abner Cloud House (Canal Rd NW)
Horiz. Dist. to Receiving Stream >50ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Right
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Excellent / Like New
Important
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 0
Criticality 1
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-719
Inspection Date / By 12/12/2012
GPS Longitude -77.10185
GPS Latitude 38.92001
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-720
Inspection Date / By 12/13/2012
GPS Longitude -77.07958
GPS Latitude 38.90565
SPM
Access From Near Abner Cloud House (Canal Rd NW)
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material VCP
Width
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Critical
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-720
Inspection Date / By 12/13/2012
GPS Longitude -77.07958
GPS Latitude 38.90565
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-721
Inspection Date / By 12/13/2012
GPS Longitude -77.07781
GPS Latitude 38.90583
SPM
Access From Near Abner Cloud House (Canal Rd NW)
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
1
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 18
Height
Pipe Material VCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
N/A
Watershed Name Canal
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
minor rill erosion
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 5
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Some Erosion
Moderate
Critical
Stream Bank / Pool 1
Stream Bank / Pool (x2) 2
Structure 1
Criticality 2
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-721
Inspection Date / By 12/13/2012
GPS Longitude -77.07781
GPS Latitude 38.90583
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-722
Inspection Date / By 11/20/2012
GPS Longitude -76.91181
GPS Latitude 38.89098
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Possible DCWater DCC project.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Poor
Important
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 2
Criticality 1
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-722
Inspection Date / By 11/20/2012
GPS Longitude -76.91181
GPS Latitude 38.89098
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-723
Inspection Date / By 2/5/2013
GPS Longitude -77.00895
GPS Latitude 38.86717
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Office Space
Outfall Bank Location Right
Pipe Diameter 12 est
Height
Pipe Material RCP
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
headwall falling apart.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-723
Inspection Date / By 2/5/2013
GPS Longitude -77.00895
GPS Latitude 38.86717
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-724
Inspection Date / By 2/6/2013
GPS Longitude -77.02845
GPS Latitude 38.88117
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Fish Market
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-724
Inspection Date / By 2/6/2013
GPS Longitude -77.02845
GPS Latitude 38.88117
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-725
Inspection Date / By 2/6/2013
GPS Longitude -77.02971
GPS Latitude 38.88227
SPM
Access From BOAT
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name Washington Marina Company
Land Use Marina
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Private
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-725
Inspection Date / By 2/6/2013
GPS Longitude -77.02971
GPS Latitude 38.88227
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-726
Inspection Date / By 1/7/2013
GPS Longitude -77.03435
GPS Latitude 38.88464
SPM
Access From Ohio Dr SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACC/NAMA
Land Use Tidal Basin
Outfall Bank Location
Pipe Diameter 28
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-726
Inspection Date / By 1/7/2013
GPS Longitude -77.03435
GPS Latitude 38.88464
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-727
Inspection Date / By 1/7/2013
GPS Longitude -77.03420
GPS Latitude 38.88455
SPM
Access From Ohio Dr SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACC/NAMA
Land Use Tidal Basin
Outfall Bank Location
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-727
Inspection Date / By 1/7/2013
GPS Longitude -77.03420
GPS Latitude 38.88455
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-728
Inspection Date / By 1/7/2013
GPS Longitude -77.03399
GPS Latitude 38.88437
SPM
Access From Ohio Dr SW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NACC/NAMA
Land Use Tidal Basin
Outfall Bank Location
Pipe Diameter 24
Height
Pipe Material Iron
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-728
Inspection Date / By 1/7/2013
GPS Longitude -77.03399
GPS Latitude 38.88437
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-729
Inspection Date / By 12/13/2012
GPS Longitude -77.06863
GPS Latitude 38.90454
SPM
Access From M St NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name CHOH
Land Use Chesapeake & Ohio Canal
Outfall Bank Location Left
Pipe Diameter 12
Height
Pipe Material CMP
Width
Property Type NPS
Receiving Stream Name Canal
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Corrugated metal pipe has lost its invert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 3
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Poor
Important
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 2
Criticality 1
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-729
Inspection Date / By 12/13/2012
GPS Longitude -77.06863
GPS Latitude 38.90454
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-733
Inspection Date / By 1/9/2013
GPS Longitude -77.10342
GPS Latitude 38.94566
SPM
Access From Michigan Ave NW
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name McMillan Reservoir
Land Use Reservoir
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Government
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
culvert, not an outfall
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-733
Inspection Date / By 1/9/2013
GPS Longitude -77.10342
GPS Latitude 38.94566
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-734
Inspection Date / By 11/20/2012
GPS Longitude -76.91927
GPS Latitude 38.89415
SPM
Access From 55th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter ?
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Did not measure diameter.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-734
Inspection Date / By 11/20/2012
GPS Longitude -76.91927
GPS Latitude 38.89415
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-735
Inspection Date / By 11/20/2012
GPS Longitude -76.91941
GPS Latitude 38.89423
SPM
Access From 55th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 18
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Pipe is partially clogged with debris.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-735
Inspection Date / By 11/20/2012
GPS Longitude -76.91941
GPS Latitude 38.89423
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-736
Inspection Date / By 11/20/2012
GPS Longitude -76.91838
GPS Latitude 38.89383
SPM
Access From 55th St NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 42
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-736
Inspection Date / By 11/20/2012
GPS Longitude -76.91838
GPS Latitude 38.89383
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-737
Inspection Date / By 11/20/2012
GPS Longitude -76.91809
GPS Latitude 38.89318
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Weep hole.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-737
Inspection Date / By 11/20/2012
GPS Longitude -76.91809
GPS Latitude 38.89318
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-738
Inspection Date / By 11/20/2012
GPS Longitude -76.91768
GPS Latitude 38.89297
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 21
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Orange bacterial growth in discharge flow.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-738
Inspection Date / By 11/20/2012
GPS Longitude -76.91768
GPS Latitude 38.89297
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-739
Inspection Date / By 11/20/2012
GPS Longitude -76.91750
GPS Latitude 38.89292
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
0
None
0
Security Gate 1
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Right
Pipe Diameter 36
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-739
Inspection Date / By 11/20/2012
GPS Longitude -76.91750
GPS Latitude 38.89292
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-740
Inspection Date / By 11/20/2012
GPS Longitude -76.91698
GPS Latitude 38.89241
SPM
Access From 59th St NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DC Parks & Rec
Receiving Stream Name Watts Branch
Description of Repair Approach
N/A
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Could not find an outfall but possible it is collapsed behind the concrete debris.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-740
Inspection Date / By 11/20/2012
GPS Longitude -76.91698
GPS Latitude 38.89241
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-741
Inspection Date / By 12/19/2012
GPS Longitude -76.95147
GPS Latitude 38.89544
SPM
Access From Benning Ave NE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Railroad
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type Railroad
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status UNABLE TO LOCATE
Assessment Comments
No photo taken.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-741
Inspection Date / By 12/19/2012
GPS Longitude -76.95147
GPS Latitude 38.89544
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-742
Inspection Date / By 11/27/2012
GPS Longitude -76.94453
GPS Latitude 38.90151
SPM
Access From Jay St NE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
1
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Watts Branch
Outfall Bank Location Left
Pipe Diameter 21
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name Watts Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-742
Inspection Date / By 11/27/2012
GPS Longitude -76.94453
GPS Latitude 38.90151
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-743
Inspection Date / By 11/10/2012
GPS Longitude -76.96401
GPS Latitude 38.87664
SPM
Access From Texas Ave SE and Nash St SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use Pope Branch Park
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type DC Parks & Rec
Receiving Stream Name Pope Branch
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
This is a culvert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-743
Inspection Date / By 11/10/2012
GPS Longitude -76.96401
GPS Latitude 38.87664
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-744
Inspection Date / By 1/10/2013
GPS Longitude -76.95476
GPS Latitude 38.86564
SPM
Access From Ridge Rd SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NACE
Land Use Fort Dupont Park
Outfall Bank Location Head
Pipe Diameter 24
Height
Pipe Material CMP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Potential RSC
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Pipe is eroding a channel downstream and depositing lots of garbage in the woods. Bottom is rusted out of CMP.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 6
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Poor
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 2
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-744
Inspection Date / By 1/10/2013
GPS Longitude -76.95476
GPS Latitude 38.86564
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-745
Inspection Date / By 11/27/2012
GPS Longitude -76.94671
GPS Latitude 38.88290
SPM
Access From E St SE
Horiz. Dist. to Receiving Stream
Flared End
0
Headwall
0
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location
Pipe Diameter
Height
Pipe Material
Width
Property Type NA
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status NOT AN OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-745
Inspection Date / By 11/27/2012
GPS Longitude -76.94671
GPS Latitude 38.88290
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-746
Inspection Date / By 11/27/2012
GPS Longitude -77.05526
GPS Latitude 38.85819
SPM
Access From Central Ave NE
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
0
None
1
Security Gate 0
Facility Name NA
Land Use Railroad
Outfall Bank Location Right
Pipe Diameter 8
Height
Pipe Material Iron
Width
Property Type Railroad
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Pipe end is up under gabion baskets.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-746
Inspection Date / By 11/27/2012
GPS Longitude -77.05526
GPS Latitude 38.85819
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-747
Inspection Date / By 11/28/2012
GPS Longitude -77.10347
GPS Latitude 38.92445
SPM
Access From Edmunds Pl NW
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use Palisades Recreational Park
Outfall Bank Location Head
Pipe Diameter 24
Height
Pipe Material RCP
Width
Property Type DC Parks & Rec
Receiving Stream Name
Description of Repair Approach
Watershed Name
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-747
Inspection Date / By 11/28/2012
GPS Longitude -77.10347
GPS Latitude 38.92445
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-748
Inspection Date / By 12/3/2012
GPS Longitude -77.04333
GPS Latitude 38.98874
SPM
Access From E Beach Drive NW
Horiz. Dist. to Receiving Stream 20-30ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name ROCR
Land Use Beach Parkway Park (Fenwick Branch)
Outfall Bank Location Left
Pipe Diameter 24
Height
Pipe Material Clay
Width
Property Type NPS
Receiving Stream Name Fenwick Branch
Description of Repair Approach
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-748
Inspection Date / By 12/3/2012
GPS Longitude -77.04333
GPS Latitude 38.98874
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-749
Inspection Date / By 12/12/2012
GPS Longitude -77.09080
GPS Latitude 38.92624
SPM
Access From Fulton St NW and Foxhall Rd NW
Horiz. Dist. to Receiving Stream 0-10
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name ROCR
Land Use Wesley Heights Park
Outfall Bank Location Head
Pipe Diameter 18
Height
Pipe Material VCP
Width
Property Type NPS
Receiving Stream Name
Description of Repair Approach
Potential RSC
Watershed Name Rock Creek
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Erosion under spillway and downsteam. Pipe broken at first joint and separated from structure.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 4
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Active Erosion
Excellent / Like New
Normal
Stream Bank / Pool 2
Stream Bank / Pool (x2) 4
Structure 0
Criticality 0
Repairs Recommended?
YES
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-749
Inspection Date / By 12/12/2012
GPS Longitude -77.09080
GPS Latitude 38.92624
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-752
Inspection Date / By 10/10/2012
GPS Longitude -77.00122
GPS Latitude 38.82122
SPM
Access From Southern Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location Right
Pipe Diameter 12
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Excellent / Like New
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 0
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-752
Inspection Date / By 10/10/2012
GPS Longitude -77.00122
GPS Latitude 38.82122
SPM
(4)
(6) (7)
(8) (9)
(5)
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-753
Inspection Date / By 10/10/2012
GPS Longitude -76.99915
GPS Latitude 38.82282
SPM
Access From Southern Ave SE
Horiz. Dist. to Receiving Stream 0-10ft
Flared End
0
Headwall
1
None
0
Security Gate 0
Facility Name NA
Land Use NA
Outfall Bank Location Right
Pipe Diameter 54
Height
Pipe Material RCP
Width
Property Type DDOT
Receiving Stream Name Oxon Run
Description of Repair Approach
Watershed Name Anacostia
NOTES
INVENTORY INFORMATION
inches
feet
feet
Culvert Dimensions
End Structure
looking DS
feet
%
CONDITION / CRITICALITY ASSESSMENT
(1)
(2)
(3)
Downstream Bank Slope
PHOTOS
Status OUTFALL
Assessment Comments
Loss of concrete below pipe invert.
Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 1
Horiz. Distance from Roadway
Vert. Distance from Roadway
feet
feet
Vert. Dist. to Receiving Stream feet
Stable
Moderate
Normal
Stream Bank / Pool 0
Stream Bank / Pool (x2) 0
Structure 1
Criticality 0
Repairs Recommended?
NO
OUTFALL SUMMARY REPORT
DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER
MS4 PROGRAMGIS Outfall / Photo ID # F-753
Inspection Date / By 10/10/2012
GPS Longitude -76.99915
GPS Latitude 38.82282
SPM
(4)
(6) (7)
(8) (9)
(5)
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