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OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS 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 + Criticality Total 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

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Page 1: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 2: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 3: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 4: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 5: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 6: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 7: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 8: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 9: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 10: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 11: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 12: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 13: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 14: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 15: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 16: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 17: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 18: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 19: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 20: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 21: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 22: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 23: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 24: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 25: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 26: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 27: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 28: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 29: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 30: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 31: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 32: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 33: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 34: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 35: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 36: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 37: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 38: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 39: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 40: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 41: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 42: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 43: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 44: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 45: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 46: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 47: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 48: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 49: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 50: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 51: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 52: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 53: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 54: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 55: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 56: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 57: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 58: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 59: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 60: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 61: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 62: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 63: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 64: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 65: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 66: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 67: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 68: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 69: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 70: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 71: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 72: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 73: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 74: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 75: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 76: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 77: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 78: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 79: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 80: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 81: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 82: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 83: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 84: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 85: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 86: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 87: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 88: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 89: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 90: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 91: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 92: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 93: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 94: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 95: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 96: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 97: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 98: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 99: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 100: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 101: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 102: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 103: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 104: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 105: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 107: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 108: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 109: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 110: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 111: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 112: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 113: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 114: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 115: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 116: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 117: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 118: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 119: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 120: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 121: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 122: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 123: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 124: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 125: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 126: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 127: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 128: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 129: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 130: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 131: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 132: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 133: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 134: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 135: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 136: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 137: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 138: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 139: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 140: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 141: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 142: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 143: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 144: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 145: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 146: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 147: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 148: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 149: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 150: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 151: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 152: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 153: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 154: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 155: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 156: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 157: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 158: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 159: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 160: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 161: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 162: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 163: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 164: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 165: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 166: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 167: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 168: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 169: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 170: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 171: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 172: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 173: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 174: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 175: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 176: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 177: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 178: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 179: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 180: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 181: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 182: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 183: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 184: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 185: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

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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

Page 188: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 189: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 191: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 193: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 194: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 195: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 196: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 197: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 198: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 199: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 200: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 201: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 202: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 203: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 204: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 205: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 206: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 207: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 208: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 209: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 210: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 211: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 213: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

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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

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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)

Page 217: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 218: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 219: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 220: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 221: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 222: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 223: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 224: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 225: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 227: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 228: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 229: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 230: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 231: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 232: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 233: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 234: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 235: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 236: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 237: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 238: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 239: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 240: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 241: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 242: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 243: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 244: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 245: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 246: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 247: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 248: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 249: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 250: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 251: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 252: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 253: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 254: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 255: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 256: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 257: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 258: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 259: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 260: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 261: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 262: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 263: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 264: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 265: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 267: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 268: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 269: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 270: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 271: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 272: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 273: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 274: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 275: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 276: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 277: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 278: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 279: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 280: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 281: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 282: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 283: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 284: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 285: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 286: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 287: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 288: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 289: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 290: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 291: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

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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

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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)

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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

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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)

Page 297: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

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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

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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)

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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

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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)

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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

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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)

Page 305: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 307: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 309: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 310: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 311: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 312: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 313: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 314: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 315: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 316: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 317: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 318: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 319: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 320: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 321: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 322: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 323: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 324: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 325: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 326: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 327: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 328: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 329: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 330: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 331: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 332: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 333: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 334: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 335: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 336: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 337: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 338: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 339: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 340: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 341: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 342: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 343: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 344: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 345: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 346: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 347: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 348: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 349: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 350: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 351: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 352: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 353: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 354: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 355: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 356: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 357: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 358: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 359: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 360: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 361: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 362: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 363: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 364: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 365: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 366: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 367: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 368: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 369: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 370: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 371: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

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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

Page 374: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 375: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

Page 377: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 378: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 379: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 380: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 381: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

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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)

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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

Page 384: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 385: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 386: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 387: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 388: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 389: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 390: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 391: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 392: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 393: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 394: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 395: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 396: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 397: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 398: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 399: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 400: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)

Page 401: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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

Page 402: Inspection Date / By SPM OUTFALL SUMMARY REPORT · OUTFALL SUMMARY REPORT ... SPM Access From Pennsylvannia Ave SE Horiz. ... NOTES INVENTORY INFORMATION inches feet feet Culvert

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)