inspection date / by spm outfall summary report · 2013. 6. 24. · outfall summary report district...

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OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754 Inspection Date / By 12/14/2012 GPS Longitude -77.00269 GPS Latitude 38.94453 SPM Access From Hawaii Ave NE Horiz. Dist. to Receiving Stream Flared End 0 Headwall 0 None 0 Security Gate 0 Facility Name Catholic University Land Use Education 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 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-754

Inspection Date / By 12/14/2012

GPS Longitude -77.00269

GPS Latitude 38.94453

SPM

Access From Hawaii Ave NE

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name Catholic University

Land Use Education

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

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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-754

Inspection Date / By 12/14/2012

GPS Longitude -77.00269

GPS Latitude 38.94453

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 3: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-755

Inspection Date / By 12/14/2012

GPS Longitude -77.00269

GPS Latitude 38.94449

SPM

Access From Hawaii Ave NE

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name Catholic University

Land Use Education

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 4: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-755

Inspection Date / By 12/14/2012

GPS Longitude -77.00269

GPS Latitude 38.94449

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 5: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-758

Inspection Date / By 11/20/2012

GPS Longitude -76.91365

GPS Latitude 38.88964

SPM

Access From 61th 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

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Not an outfall. Storm sewer pipe feeds into culvert that is titled F-535.

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 6: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-758

Inspection Date / By 11/20/2012

GPS Longitude -76.91365

GPS Latitude 38.88964

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 7: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-759

Inspection Date / By 11/20/2012

GPS Longitude -76.91378

GPS Latitude 38.88979

SPM

Access From 61th 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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Not an outfall. Storm sewer pipe feeds into culvert which ends as the outfall titled F-535.

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-759

Inspection Date / By 11/20/2012

GPS Longitude -76.91378

GPS Latitude 38.88979

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 9: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-760

Inspection Date / By 10/10/2012

GPS Longitude -77.00005

GPS Latitude 38.82212

SPM

Access From Southern Ave SE

Horiz. Dist. to Receiving Stream

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

Minor cracking of concrete channel wall above and around pipe.

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 10: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-760

Inspection Date / By 10/10/2012

GPS Longitude -77.00005

GPS Latitude 38.82212

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 11: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-763

Inspection Date / By 10/10/2012

GPS Longitude -76.99908

GPS Latitude 38.82287

SPM

Access From Forrester 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 12

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 12: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-763

Inspection Date / By 10/10/2012

GPS Longitude -76.99908

GPS Latitude 38.82287

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 13: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-764

Inspection Date / By 11/27/2012

GPS Longitude -76.95763

GPS Latitude 38.93079

SPM

Access From Bladensburg Rd (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 14: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-764

Inspection Date / By 11/27/2012

GPS Longitude -76.95763

GPS Latitude 38.93079

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 15: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-765

Inspection Date / By 11/19/2012

GPS Longitude -76.92666

GPS Latitude 38.89676

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 Left

Pipe Diameter 54

Height

Pipe Material RCP

Width

Property Type DC Parks & Rec

Receiving Stream Name

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

Minor erosion behind head wall (left side).

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 16: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-765

Inspection Date / By 11/19/2012

GPS Longitude -76.92666

GPS Latitude 38.89676

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 17: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-766

Inspection Date / By 12/10/2012

GPS Longitude -77.06560

GPS Latitude 38.92681

SPM

Access From Garfield St NW and 34th St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Woodland-Normanstone Park

Outfall Bank Location Head

Pipe Diameter 48

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 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 18: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-766

Inspection Date / By 12/10/2012

GPS Longitude -77.06560

GPS Latitude 38.92681

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 19: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-767

Inspection Date / By 12/12/2012

GPS Longitude -77.08354

GPS Latitude 38.92173

SPM

Access From New Mexico Ave NW

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Glover 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

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-767

Inspection Date / By 12/12/2012

GPS Longitude -77.08354

GPS Latitude 38.92173

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 21: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-768

Inspection Date / By 12/11/2012

GPS Longitude -77.08260

GPS Latitude 38.92666

SPM

Access From New Mexico Ave NW

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Glover 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

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-768

Inspection Date / By 12/11/2012

GPS Longitude -77.08260

GPS Latitude 38.92666

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 23: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-769

Inspection Date / By 12/11/2012

GPS Longitude -77.08103

GPS Latitude 38.93024

SPM

Access From Cathedral Dr NW

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Glover 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 24: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-769

Inspection Date / By 12/11/2012

GPS Longitude -77.08103

GPS Latitude 38.93024

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 25: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-770

Inspection Date / By 12/12/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

Access From Ashby St NW

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Palisades Recreational 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 OUTFALL

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 26: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-770

Inspection Date / By 12/12/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 27: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-771

Inspection Date / By 1/11/2013

GPS Longitude -76.94544

GPS Latitude 38.88609

SPM

Access From Valley Terrace SE

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name NACE

Land Use Oxon Run 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 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 28: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-771

Inspection Date / By 1/11/2013

GPS Longitude -76.94544

GPS Latitude 38.88609

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 29: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-773

Inspection Date / By 12/10/2012

GPS Longitude -77.05622

GPS Latitude 38.91971

SPM

Access From Normanstone Dr NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Woodland-Normanstone Park

Outfall Bank Location Left

Pipe Diameter 24

Height

Pipe Material VCP

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

Pipe broken on end, but has been this way since at least 1884 (dog tag present).

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-773

Inspection Date / By 12/10/2012

GPS Longitude -77.05622

GPS Latitude 38.91971

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 31: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-774

Inspection Date / By 12/10/2012

GPS Longitude -77.05624

GPS Latitude 38.91982

SPM

Access From Normanstone Dr NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Woodland-Normanstone Park

Outfall Bank Location Right

Pipe Diameter 24

Height

Pipe Material Clay

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

broken piece downstream

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 32: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-774

Inspection Date / By 12/10/2012

GPS Longitude -77.05624

GPS Latitude 38.91982

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 33: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-775

Inspection Date / By 12/10/2012

GPS Longitude -77.05643

GPS Latitude 38.91995

SPM

Access From Normanstone Dr NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Woodland-Normanstone Park

Outfall Bank Location Right

Pipe Diameter 18

Height

Pipe Material VCP

Width

Property Type NPS

Receiving Stream Name

Description of Repair Approach

Remove broken pipe from stream.

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

Broken pipe in stream.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. 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 34: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-775

Inspection Date / By 12/10/2012

GPS Longitude -77.05643

GPS Latitude 38.91995

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 35: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-776

Inspection Date / By 12/10/2012

GPS Longitude -77.05669

GPS Latitude 38.92022

SPM

Access From Normanstone Dr NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Woodland-Normanstone Park

Outfall Bank Location Left

Pipe Diameter 21

Height

Pipe Material Plastic

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-776

Inspection Date / By 12/10/2012

GPS Longitude -77.05669

GPS Latitude 38.92022

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 37: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-777

Inspection Date / By 1/15/2013

GPS Longitude -77.05709

GPS Latitude 38.92041

SPM

Access From L St 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 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 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 38: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-777

Inspection Date / By 1/15/2013

GPS Longitude -77.05709

GPS Latitude 38.92041

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 39: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-778

Inspection Date / By 12/13/2012

GPS Longitude -77.07180

GPS Latitude 38.90507

SPM

Access From Unable to Access by foot (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

could be any of a number of protruding pipes on structure

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-778

Inspection Date / By 12/13/2012

GPS Longitude -77.07180

GPS Latitude 38.90507

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 41: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-779

Inspection Date / By 12/13/2012

GPS Longitude -77.07227

GPS Latitude 38.90517

SPM

Access From Unable to Access by foot (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

could be any of a number of protruding pipes on structure

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-779

Inspection Date / By 12/13/2012

GPS Longitude -77.07227

GPS Latitude 38.90517

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 43: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-780

Inspection Date / By 12/10/2012

GPS Longitude -77.06325

GPS Latitude 38.92375

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 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 44: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-780

Inspection Date / By 12/10/2012

GPS Longitude -77.06325

GPS Latitude 38.92375

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 45: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-781

Inspection Date / By 12/10/2012

GPS Longitude -77.06414

GPS Latitude 38.91581

SPM

Access From Whitehaven St NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Dumbarton Oaks Park

Outfall Bank Location Right

Pipe Diameter 12

Height

Pipe Material Plastic

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-781

Inspection Date / By 12/10/2012

GPS Longitude -77.06414

GPS Latitude 38.91581

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 47: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-782

Inspection Date / By 12/12/2012

GPS Longitude -77.09205

GPS Latitude 38.93163

SPM

Access From Foxhall Rd 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 Head

Pipe Diameter 24

Height

Pipe Material Clay

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

Not really an outfall; grate inlet is not functioning properly.

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 48: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-782

Inspection Date / By 12/12/2012

GPS Longitude -77.09205

GPS Latitude 38.93163

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 49: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-783

Inspection Date / By 12/3/2012

GPS Longitude -77.03857

GPS Latitude 38.98052

SPM

Access From Holly St 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 18

Height

Pipe Material RCP

Width

Property Type NPS

Receiving Stream Name Rock Creek

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 50: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-783

Inspection Date / By 12/3/2012

GPS Longitude -77.03857

GPS Latitude 38.98052

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 51: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-784

Inspection Date / By 12/3/2012

GPS Longitude -77.03762

GPS Latitude 38.98075

SPM

Access From Holly St 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 Head

Pipe Diameter 15

Height

Pipe Material Concrete

Width

Property Type NPS

Receiving Stream Name Rock Creek

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 52: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-784

Inspection Date / By 12/3/2012

GPS Longitude -77.03762

GPS Latitude 38.98075

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 53: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-785

Inspection Date / By 12/5/2012

GPS Longitude -77.04696

GPS Latitude 38.96589

SPM

Access From Beach 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

Page 54: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-785

Inspection Date / By 12/5/2012

GPS Longitude -77.04696

GPS Latitude 38.96589

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 55: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-786

Inspection Date / By 12/5/2012

GPS Longitude -77.03964

GPS Latitude 38.95924

SPM

Access From Morrow Dr NW

Horiz. Dist. to Receiving Stream >200

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Left

Pipe Diameter 18

Height

Pipe Material

Width

Property Type NPS

Receiving Stream Name Rock Creek

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 NOT AN OUTFALL

Assessment Comments

Connected to Morrow Rd which is NPS property, so not an MS4 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 56: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-786

Inspection Date / By 12/5/2012

GPS Longitude -77.03964

GPS Latitude 38.95924

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 57: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-787

Inspection Date / By 1/15/2013

GPS Longitude -77.03900

GPS Latitude 38.95984

SPM

Access From Beach 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

N/A

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 NOT AN OUTFALL

Assessment Comments

This outfall belongs to NPS, so not an MS4 outfall.

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?

NO

Page 58: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-787

Inspection Date / By 1/15/2013

GPS Longitude -77.03900

GPS Latitude 38.95984

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 59: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-788

Inspection Date / By 11/27/2012

GPS Longitude -76.95769

GPS Latitude 38.93304

SPM

Access From Oak Ln, Maryland

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Railroad

Outfall Bank Location Head

Pipe Diameter unknown

Height

Pipe Material Unknown

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

Outfall discharge area is a garbage dump; pipe end is submerged. Pipe may come from lower parking lot of the white building on other side of railroad tracks.

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 60: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-788

Inspection Date / By 11/27/2012

GPS Longitude -76.95769

GPS Latitude 38.93304

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 61: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-789

Inspection Date / By 11/27/2012

GPS Longitude -76.95999

GPS Latitude 38.93086

SPM

Access From Elm Street 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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-789

Inspection Date / By 11/27/2012

GPS Longitude -76.95999

GPS Latitude 38.93086

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 63: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-790

Inspection Date / By 1/21/2013

GPS Longitude -76.95306

GPS Latitude 38.91830

SPM

Access From Grant 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

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 64: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-790

Inspection Date / By 1/21/2013

GPS Longitude -76.95306

GPS Latitude 38.91830

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 65: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-791

Inspection Date / By 1/4/2013

GPS Longitude -76.94777

GPS Latitude 38.92280

SPM

Access From Commodore Joshua Barney Dr NE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Construction Site

Outfall Bank Location Head

Pipe Diameter 60

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 66: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-791

Inspection Date / By 1/4/2013

GPS Longitude -76.94777

GPS Latitude 38.92280

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 67: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-792

Inspection Date / By 1/14/2013

GPS Longitude -76.94430

GPS Latitude 38.91792

SPM

Access From Forrester St SE

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NA

Land Use Oxon Run Park

Outfall Bank Location Left

Pipe Diameter 12 est

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

Channel possibly caused by erosion down to drainage ditch.

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 68: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-792

Inspection Date / By 1/14/2013

GPS Longitude -76.94430

GPS Latitude 38.91792

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 69: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-793

Inspection Date / By 12/14/2012

GPS Longitude -76.95570

GPS Latitude 38.91631

SPM

Access From Springhouse Rd

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name National Arboretum

Land Use Arboretum

Outfall Bank Location Head

Pipe Diameter 18

Height

Pipe Material Clay

Width

Property Type Government

Receiving Stream Name

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

Erosion around pipe has caused large ravine. Total depth of ravine is approx 10 ft

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 70: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-793

Inspection Date / By 12/14/2012

GPS Longitude -76.95570

GPS Latitude 38.91631

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 71: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-794

Inspection Date / By 12/14/2012

GPS Longitude -76.96189

GPS Latitude 38.91656

SPM

Access From Springhouse Rd

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name National Arboretum

Land Use Arboretum

Outfall Bank Location Left

Pipe Diameter 10

Height

Pipe Material Clay

Width

Property Type Government

Receiving Stream Name Springhouse 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

Erosion has undermined pipe to the point of collapsing two sections.

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

Poor

Normal

Stream Bank / Pool 1

Stream Bank / Pool (x2) 2

Structure 2

Criticality 0

Repairs Recommended?

YES

Page 72: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-794

Inspection Date / By 12/14/2012

GPS Longitude -76.96189

GPS Latitude 38.91656

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 73: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-795

Inspection Date / By 11/20/2012

GPS Longitude -76.91342

GPS Latitude 38.89015

SPM

Access From 61th 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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-795

Inspection Date / By 11/20/2012

GPS Longitude -76.91342

GPS Latitude 38.89015

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 75: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-796

Inspection Date / By 2/1/2013

GPS Longitude -76.93606

GPS Latitude 38.89858

SPM

Access From 44th 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

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 76: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-796

Inspection Date / By 2/1/2013

GPS Longitude -76.93606

GPS Latitude 38.89858

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 77: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-797

Inspection Date / By 1/11/2013

GPS Longitude -76.96839

GPS Latitude 38.89153

SPM

Access From DC United Parking Lot (Oklahoma Ave NE)

Horiz. Dist. to Receiving Stream >50ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NACE

Land Use Anacostia Park

Outfall Bank Location Right

Pipe Diameter

Height 5 est

Pipe Material RCP

Width 6 est

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

Structure interior concrete walls are deteriorated. Headwall is broken and near collapse.

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

Poor

Normal

Stream Bank / Pool 1

Stream Bank / Pool (x2) 2

Structure 2

Criticality 0

Repairs Recommended?

YES

Page 78: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-797

Inspection Date / By 1/11/2013

GPS Longitude -76.96839

GPS Latitude 38.89153

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 79: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-798

Inspection Date / By 1/10/2013

GPS Longitude -76.95345

GPS Latitude 38.86619

SPM

Access From Alabama Ave SE

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name NACE

Land Use Fort Davis Park

Outfall Bank Location Right

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

Bottom of pipe is deteriorated. 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

Active Erosion

Poor

Normal

Stream Bank / Pool 2

Stream Bank / Pool (x2) 4

Structure 2

Criticality 0

Repairs Recommended?

YES

Page 80: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-798

Inspection Date / By 1/10/2013

GPS Longitude -76.95345

GPS Latitude 38.86619

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 81: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-800

Inspection Date / By 1/15/2013

GPS Longitude -76.96301

GPS Latitude 38.88214

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 Head

Pipe Diameter 27

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 82: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-800

Inspection Date / By 1/15/2013

GPS Longitude -76.96301

GPS Latitude 38.88214

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 83: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-801

Inspection Date / By 1/21/2013

GPS Longitude -76.98948

GPS Latitude 38.84318

SPM

Access From Valley Ave SE

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Oxon Run 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 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 84: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-801

Inspection Date / By 1/21/2013

GPS Longitude -76.98948

GPS Latitude 38.84318

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 85: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-802

Inspection Date / By 1/21/2013

GPS Longitude -77.00220

GPS Latitude 38.83299

SPM

Access From 4th 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 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 86: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-802

Inspection Date / By 1/21/2013

GPS Longitude -77.00220

GPS Latitude 38.83299

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 87: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-803

Inspection Date / By 10/13/2012

GPS Longitude -77.00328

GPS Latitude 38.83199

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 88: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-803

Inspection Date / By 10/13/2012

GPS Longitude -77.00328

GPS Latitude 38.83199

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 89: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-804

Inspection Date / By 10/11/2012

GPS Longitude -77.00340

GPS Latitude 38.83139

SPM

Access From

Horiz. Dist. to Receiving Stream 0-10

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name

Land Use Oxon Run Park

Outfall Bank Location left

Pipe Diameter 12

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

Minor cracking in concrete headwall with roots growing in cracks.

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 90: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-804

Inspection Date / By 10/11/2012

GPS Longitude -77.00340

GPS Latitude 38.83139

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 91: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-805

Inspection Date / By 2/6/2013

GPS Longitude -77.02647

GPS Latitude 38.88012

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name Gangplank Marina

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 92: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-805

Inspection Date / By 2/6/2013

GPS Longitude -77.02647

GPS Latitude 38.88012

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 93: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-806

Inspection Date / By 12/10/2012

GPS Longitude -77.05674

GPS Latitude 38.91425

SPM

Access From Whitehaven St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Left

Pipe Diameter 6 est

Height

Pipe Material PVC

Width

Property Type NPS

Receiving Stream Name Rock Creek

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 94: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-806

Inspection Date / By 12/10/2012

GPS Longitude -77.05674

GPS Latitude 38.91425

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 95: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-807

Inspection Date / By 11/28/2012

GPS Longitude -77.05792

GPS Latitude 38.95236

SPM

Access From Davenport St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name NA

Land Use Residential

Outfall Bank Location Head

Pipe Diameter 36

Height

Pipe Material CMP

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

Outfall pipe comes from underneath next house uphill.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-807

Inspection Date / By 11/28/2012

GPS Longitude -77.05792

GPS Latitude 38.95236

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 97: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-808

Inspection Date / By 11/28/2012

GPS Longitude -77.05716

GPS Latitude 38.95270

SPM

Access From Davenport St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Residential

Outfall Bank Location Left

Pipe Diameter 42

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 98: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-808

Inspection Date / By 11/28/2012

GPS Longitude -77.05716

GPS Latitude 38.95270

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 99: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-809

Inspection Date / By 2/5/2013

GPS Longitude -77.05637

GPS Latitude 38.89403

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use Rock Creek Park Trails

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

NOTES

INVENTORY INFORMATION

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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-809

Inspection Date / By 2/5/2013

GPS Longitude -77.05637

GPS Latitude 38.89403

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 101: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-810

Inspection Date / By 12/7/2012

GPS Longitude -77.05445

GPS Latitude 38.93327

SPM

Access From Klingle Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Klingle Branch

Outfall Bank Location Right

Pipe Diameter 12

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-810

Inspection Date / By 12/7/2012

GPS Longitude -77.05445

GPS Latitude 38.93327

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 103: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-811

Inspection Date / By 12/6/2012

GPS Longitude -77.05658

GPS Latitude 38.94623

SPM

Access From Audubon Terrace NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Soapstone Valley

Outfall Bank Location Left

Pipe Diameter 24

Height

Pipe Material CMP

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

CMP is rusted out at bottom.

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 104: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-811

Inspection Date / By 12/6/2012

GPS Longitude -77.05658

GPS Latitude 38.94623

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 105: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-812

Inspection Date / By 1/15/2013

GPS Longitude -77.04954

GPS Latitude 38.93363

SPM

Access From Porter St 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

Page 106: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-812

Inspection Date / By 1/15/2013

GPS Longitude -77.04954

GPS Latitude 38.93363

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 107: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-813

Inspection Date / By 12/7/2012

GPS Longitude -77.03909

GPS Latitude 38.93713

SPM

Access From Piney Branch Pkwy NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Piney Branch Park

Outfall Bank Location Left

Pipe Diameter 36 est

Height

Pipe Material Brick

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 108: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-813

Inspection Date / By 12/7/2012

GPS Longitude -77.03909

GPS Latitude 38.93713

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 109: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-814

Inspection Date / By 12/7/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

Access From Piney Branch Pkwy NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Piney Branch Park

Outfall Bank Location Left

Pipe Diameter 24 est

Height

Pipe Material Clay

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

Double barrel pipes.

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 110: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-814

Inspection Date / By 12/7/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 111: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-815

Inspection Date / By 12/7/2012

GPS Longitude -77.04405

GPS Latitude 38.93609

SPM

Access From Piney Branch Pkwy NW

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Piney Branch 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 112: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-815

Inspection Date / By 12/7/2012

GPS Longitude -77.04405

GPS Latitude 38.93609

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 113: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-816

Inspection Date / By 12/5/2012

GPS Longitude -77.04161

GPS Latitude 38.96186

SPM

Access From Joyce Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Luzon Branch

Outfall Bank Location Right

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.

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 114: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-816

Inspection Date / By 12/5/2012

GPS Longitude -77.04161

GPS Latitude 38.96186

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 115: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-817

Inspection Date / By 1/15/2013

GPS Longitude -77.04057

GPS Latitude 38.98874

SPM

Access From Morrow 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

Page 116: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-817

Inspection Date / By 1/15/2013

GPS Longitude -77.04057

GPS Latitude 38.98874

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 117: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-818

Inspection Date / By 12/10/2012

GPS Longitude -77.04991

GPS Latitude 38.92169

SPM

Access From Beach Dr NW (Near Connecticut Ave NW Bridge

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

Page 118: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-818

Inspection Date / By 12/10/2012

GPS Longitude -77.04991

GPS Latitude 38.92169

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 119: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-819

Inspection Date / By 12/12/2012

GPS Longitude -77.10146

GPS Latitude 38.92029

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 120: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-819

Inspection Date / By 12/12/2012

GPS Longitude -77.10146

GPS Latitude 38.92029

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 121: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-820

Inspection Date / By 12/11/2012

GPS Longitude -77.08233

GPS Latitude 38.92722

SPM

Access From New Mexico Ave NW

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Glover 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

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 122: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-820

Inspection Date / By 12/11/2012

GPS Longitude -77.08233

GPS Latitude 38.92722

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 123: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-821

Inspection Date / By 12/3/2012

GPS Longitude -77.06262

GPS Latitude 38.97838

SPM

Access From Beech St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name ROCR

Land Use Pinehurst Park

Outfall Bank Location Head

Pipe Diameter 72 est

Height

Pipe Material Stone

Width

Property Type NPS

Receiving Stream Name Pinehurst 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 124: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-821

Inspection Date / By 12/3/2012

GPS Longitude -77.06262

GPS Latitude 38.97838

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 125: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-822

Inspection Date / By 1/10/2013

GPS Longitude -76.96760

GPS Latitude 38.86753

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 to 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 126: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-822

Inspection Date / By 1/10/2013

GPS Longitude -76.96760

GPS Latitude 38.86753

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 127: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-823

Inspection Date / By 11/14/2012

GPS Longitude -76.96567

GPS Latitude 38.86484

SPM

Access From Hilllcrest Dr SE

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Alger Park

Outfall Bank Location

Pipe Diameter

Height

Pipe Material

Width

Property Type DC Parks & Rec

Receiving Stream Name Alger Park

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

Not an outfall. The GPS coordinate is the same as F-490 in GIS data.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-823

Inspection Date / By 11/14/2012

GPS Longitude -76.96567

GPS Latitude 38.86484

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 129: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-824

Inspection Date / By 1/14/2013

GPS Longitude -76.94022

GPS Latitude 38.90973

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 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 130: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-824

Inspection Date / By 1/14/2013

GPS Longitude -76.94022

GPS Latitude 38.90973

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 131: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-825

Inspection Date / By 12/6/2012

GPS Longitude -77.05279

GPS Latitude 38.95051

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 14

Height

Pipe Material CMP

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-825

Inspection Date / By 12/6/2012

GPS Longitude -77.05279

GPS Latitude 38.95051

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 133: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-826

Inspection Date / By 12/10/2012

GPS Longitude -77.05710

GPS Latitude 38.91832

SPM

Access From Whitehaven St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Left

Pipe Diameter 6 est

Height

Pipe Material Clay

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 UNABLE TO LOCATE

Assessment Comments

fully clogged. broken pipe slightly downstream

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 134: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-826

Inspection Date / By 12/10/2012

GPS Longitude -77.05710

GPS Latitude 38.91832

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 135: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-827

Inspection Date / By 1/11/2013

GPS Longitude -76.97461

GPS Latitude 38.84283

SPM

Access From Valley Terrace SE

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NACE

Land Use Oxon Run Park

Outfall Bank Location Right

Pipe Diameter 30

Height

Pipe Material RCP

Width

Property Type NPS

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

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?

NO

Page 136: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-827

Inspection Date / By 1/11/2013

GPS Longitude -76.97461

GPS Latitude 38.84283

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 137: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-828

Inspection Date / By 2/6/2013

GPS Longitude -76.99964

GPS Latitude 38.86952

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

0

Security Gate 1

Facility Name NACE

Land Use Anacostia Park

Outfall Bank Location Left

Pipe Diameter 30 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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-828

Inspection Date / By 2/6/2013

GPS Longitude -76.99964

GPS Latitude 38.86952

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 139: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-829

Inspection Date / By 2/5/2013

GPS Longitude -77.00920

GPS Latitude 38.86688

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-829

Inspection Date / By 2/5/2013

GPS Longitude -77.00920

GPS Latitude 38.86688

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 141: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-830

Inspection Date / By 2/5/2013

GPS Longitude -77.00914

GPS Latitude 38.86690

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Office Space

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 142: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-830

Inspection Date / By 2/5/2013

GPS Longitude -77.00914

GPS Latitude 38.86690

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 143: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-831

Inspection Date / By 2/6/2013

GPS Longitude -77.02406

GPS Latitude 38.87817

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name Gangplank Marina

Land Use Marina

Outfall Bank Location Left

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-831

Inspection Date / By 2/6/2013

GPS Longitude -77.02406

GPS Latitude 38.87817

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 145: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-840

Inspection Date / By 1/21/2013

GPS Longitude 0.00000

GPS Latitude 0.00000

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 146: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-840

Inspection Date / By 1/21/2013

GPS Longitude 0.00000

GPS Latitude 0.00000

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 147: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-849

Inspection Date / By 1/10/2013

GPS Longitude -76.96035

GPS Latitude 38.86654

SPM

Access From U St SE and 34th St SE

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 Head

Pipe Diameter 16

Height

Pipe Material VCP

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

Ravine erosion 5ft drop at outfall. Severe erosion caused a large ravine downstream. Pipe is clogged. Pipe joints are open and misaligned.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 9

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to Receiving Stream feet

Severe Erosion

Very Poor

Normal

Stream Bank / Pool 3

Stream Bank / Pool (x2) 6

Structure 3

Criticality 0

Repairs Recommended?

YES

Page 148: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-849

Inspection Date / By 1/10/2013

GPS Longitude -76.96035

GPS Latitude 38.86654

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 149: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-851

Inspection Date / By 11/8/2012

GPS Longitude -76.96723

GPS Latitude 38.84870

SPM

Access From Savannah St SE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

1

Security Gate 0

Facility Name NA

Land Use Green Space

Outfall Bank Location Head

Pipe Diameter 29

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 150: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-851

Inspection Date / By 11/8/2012

GPS Longitude -76.96723

GPS Latitude 38.84870

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 151: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-852

Inspection Date / By 1/9/2013

GPS Longitude -77.10553

GPS Latitude 38.93940

SPM

Access From Little Falls Rd NW

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name Dalecarlia Reservoir

Land Use Reservoir

Outfall Bank Location

Pipe Diameter 10

Height

Pipe Material CMP

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 152: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-852

Inspection Date / By 1/9/2013

GPS Longitude -77.10553

GPS Latitude 38.93940

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 153: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-853

Inspection Date / By 12/11/2012

GPS Longitude -77.07920

GPS Latitude 38.94027

SPM

Access From 39th St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Glover Park

Outfall Bank Location Left

Pipe Diameter 24

Height

Pipe Material RCP

Width

Property Type NPS

Receiving Stream Name

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

Minor erosion under splash pad and around wingwalls. Severe downstream erosion; channel appears vertically stable now.

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 154: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-853

Inspection Date / By 12/11/2012

GPS Longitude -77.07920

GPS Latitude 38.94027

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 155: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-854

Inspection Date / By 11/28/2012

GPS Longitude -77.10332

GPS Latitude 38.92321

SPM

Access From Chain Bridge Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name NA

Land Use Single Family Residence

Outfall Bank Location Left

Pipe Diameter 12

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 156: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-854

Inspection Date / By 11/28/2012

GPS Longitude -77.10332

GPS Latitude 38.92321

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 157: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-855

Inspection Date / By 12/12/2012

GPS Longitude -77.08680

GPS Latitude 38.92243

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 10

Height

Pipe Material Clay

Width

Property Type NPS

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

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 158: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-855

Inspection Date / By 12/12/2012

GPS Longitude -77.08680

GPS Latitude 38.92243

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 159: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-856

Inspection Date / By 12/13/2012

GPS Longitude -77.09821

GPS Latitude 38.91419

SPM

Access From Near Abner Cloud House (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

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 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 160: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-856

Inspection Date / By 12/13/2012

GPS Longitude -77.09821

GPS Latitude 38.91419

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 161: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-857

Inspection Date / By 12/13/2012

GPS Longitude -77.09916

GPS Latitude 38.91564

SPM

Access From Near Abner Cloud House (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 20

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 162: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-857

Inspection Date / By 12/13/2012

GPS Longitude -77.09916

GPS Latitude 38.91564

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 163: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-858

Inspection Date / By 12/13/2012

GPS Longitude -77.09843

GPS Latitude 38.91494

SPM

Access From Near Abner Cloud House (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 18

Height

Pipe Material RCP

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 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 164: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-858

Inspection Date / By 12/13/2012

GPS Longitude -77.09843

GPS Latitude 38.91494

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 165: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-859

Inspection Date / By 12/13/2012

GPS Longitude -77.09757

GPS Latitude 38.91329

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 15

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 166: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-859

Inspection Date / By 12/13/2012

GPS Longitude -77.09757

GPS Latitude 38.91329

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 167: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-860

Inspection Date / By 12/12/2012

GPS Longitude -77.08561

GPS Latitude 38.91631

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 18

Height

Pipe Material CMP

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-860

Inspection Date / By 12/12/2012

GPS Longitude -77.08561

GPS Latitude 38.91631

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 169: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-861

Inspection Date / By 12/10/2012

GPS Longitude -77.06642

GPS Latitude 38.91760

SPM

Access From Whitehaven St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Dumbarton Oaks Park

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 170: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-861

Inspection Date / By 12/10/2012

GPS Longitude -77.06642

GPS Latitude 38.91760

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 171: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-862

Inspection Date / By 12/10/2012

GPS Longitude -77.06523

GPS Latitude 38.91670

SPM

Access From Whitehaven St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Dumbarton Oaks Park

Outfall Bank Location Right

Pipe Diameter 12

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-862

Inspection Date / By 12/10/2012

GPS Longitude -77.06523

GPS Latitude 38.91670

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 173: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-863

Inspection Date / By 12/5/2012

GPS Longitude -77.05567

GPS Latitude 38.97833

SPM

Access From Beech St NW

Horiz. Dist. to Receiving Stream >50ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Pinehurst Park

Outfall Bank Location Left

Pipe Diameter 28

Height

Pipe Material CMP

Width

Property Type NPS

Receiving Stream Name Pinehurst 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 174: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-863

Inspection Date / By 12/5/2012

GPS Longitude -77.05567

GPS Latitude 38.97833

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 175: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-864

Inspection Date / By 12/6/2012

GPS Longitude -77.05298

GPS Latitude 38.97071

SPM

Access From Oregon Ave NW and Nebraska Ave NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Head

Pipe Diameter 48

Height

Pipe Material Unknown

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 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 176: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-864

Inspection Date / By 12/6/2012

GPS Longitude -77.05298

GPS Latitude 38.97071

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 177: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-865

Inspection Date / By 12/3/2012

GPS Longitude -77.04445

GPS Latitude 38.99328

SPM

Access From E Beach Drive NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Beach Parkway Park (Fenwick Branch)

Outfall Bank Location Right

Pipe Diameter 18

Height

Pipe Material RCP

Width

Property Type NPS

Receiving Stream Name Fenwick Branch

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

Located on Maryland side. Outfall structure has collapsed in stream.

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 178: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-865

Inspection Date / By 12/3/2012

GPS Longitude -77.04445

GPS Latitude 38.99328

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 179: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-866

Inspection Date / By 12/3/2012

GPS Longitude -77.04348

GPS Latitude 38.98817

SPM

Access From E Beach Drive NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Beach Parkway Park (Fenwick Branch)

Outfall Bank Location Right

Pipe Diameter 18

Height

Pipe Material CMP

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 180: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-866

Inspection Date / By 12/3/2012

GPS Longitude -77.04348

GPS Latitude 38.98817

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 181: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-867

Inspection Date / By 12/3/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

Access From E Beach Drive NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Beach Parkway Park (Fenwick Branch)

Outfall Bank Location Right

Pipe Diameter 18 est

Height

Pipe Material VCP

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

DDOT is going to repair entire area due to collapsed culvert. Could not get close enough for detailed inspection.

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 182: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-867

Inspection Date / By 12/3/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 183: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-868

Inspection Date / By 12/3/2012

GPS Longitude -77.03955

GPS Latitude 38.98939

SPM

Access From N Portal Drive NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use North Portal Park

Outfall Bank Location Left

Pipe Diameter 18

Height

Pipe Material CMP

Width

Property Type NPS

Receiving Stream Name Rock Creek

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

Potentially already abandoned. Looks like used to flow at some point in time but is hard to tell if it is part of the natural stream.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-868

Inspection Date / By 12/3/2012

GPS Longitude -77.03955

GPS Latitude 38.98939

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 185: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-869

Inspection Date / By 12/3/2012

GPS Longitude -77.03985

GPS Latitude 38.98231

SPM

Access From Holly St 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 Left

Pipe Diameter 12

Height

Pipe Material Clay

Width

Property Type NPS

Receiving Stream Name Rock Creek

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

The small pipe in the headwall is likely a 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 186: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-869

Inspection Date / By 12/3/2012

GPS Longitude -77.03985

GPS Latitude 38.98231

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 187: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-870

Inspection Date / By 12/6/2012

GPS Longitude -77.06395

GPS Latitude 38.94672

SPM

Access From Audubon Terrace NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

1

Security Gate 0

Facility Name ROCR

Land Use Soapstone Valley

Outfall Bank Location Right

Pipe Diameter 12

Height

Pipe Material CMP

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

CMP is rusted out.

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 188: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-870

Inspection Date / By 12/6/2012

GPS Longitude -77.06395

GPS Latitude 38.94672

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 189: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-871

Inspection Date / By 12/6/2012

GPS Longitude -77.05811

GPS Latitude 38.95645

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 15

Height

Pipe Material CMP

Width

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

Pipe invert is rusted out in this CMP.

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 190: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-871

Inspection Date / By 12/6/2012

GPS Longitude -77.05811

GPS Latitude 38.95645

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 191: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-872

Inspection Date / By 12/6/2012

GPS Longitude -77.05820

GPS Latitude 38.95628

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 24 est

Height

Pipe Material Clay

Width

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

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 192: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-872

Inspection Date / By 12/6/2012

GPS Longitude -77.05820

GPS Latitude 38.95628

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 193: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-873

Inspection Date / By 12/6/2012

GPS Longitude -77.05474

GPS Latitude 38.95249

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 14

Height

Pipe Material CMP

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-873

Inspection Date / By 12/6/2012

GPS Longitude -77.05474

GPS Latitude 38.95249

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 195: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-874

Inspection Date / By 12/6/2012

GPS Longitude -77.05740

GPS Latitude 38.95488

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 15

Height

Pipe Material Clay

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 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 196: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-874

Inspection Date / By 12/6/2012

GPS Longitude -77.05740

GPS Latitude 38.95488

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 197: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-875

Inspection Date / By 12/6/2012

GPS Longitude -77.05259

GPS Latitude 38.95007

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 12

Height

Pipe Material Clay

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 198: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-875

Inspection Date / By 12/6/2012

GPS Longitude -77.05259

GPS Latitude 38.95007

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 199: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-876

Inspection Date / By 12/6/2012

GPS Longitude -77.05142

GPS Latitude 38.94821

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 18

Height

Pipe Material VCP

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

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

Poor

Normal

Stream Bank / Pool 1

Stream Bank / Pool (x2) 2

Structure 2

Criticality 0

Repairs Recommended?

YES

Page 200: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-876

Inspection Date / By 12/6/2012

GPS Longitude -77.05142

GPS Latitude 38.94821

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 201: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-877

Inspection Date / By 12/6/2012

GPS Longitude -77.05175

GPS Latitude 38.94693

SPM

Access From Broad Branch Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Broad Branch

Outfall Bank Location Right

Pipe Diameter 15

Height

Pipe Material Clay

Width

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-877

Inspection Date / By 12/6/2012

GPS Longitude -77.05175

GPS Latitude 38.94693

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 203: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-878

Inspection Date / By 11/28/2012

GPS Longitude -77.06825

GPS Latitude 38.91983

SPM

Access From Observatory Ln NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name Naval Observatory

Land Use Military

Outfall Bank Location Head

Pipe Diameter 30

Height

Pipe Material Plastic

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 204: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-878

Inspection Date / By 11/28/2012

GPS Longitude -77.06825

GPS Latitude 38.91983

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 205: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-880

Inspection Date / By 12/7/2012

GPS Longitude -77.05500

GPS Latitude 38.93239

SPM

Access From Klingle Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Klingle Branch

Outfall Bank Location Left

Pipe Diameter 18

Height

Pipe Material Clay

Width

Property Type NPS

Receiving Stream Name Klingle 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 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-880

Inspection Date / By 12/7/2012

GPS Longitude -77.05500

GPS Latitude 38.93239

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 207: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-881

Inspection Date / By 12/7/2012

GPS Longitude -77.04084

GPS Latitude 38.93644

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 4

Height

Pipe Material Iron

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

8 inch clay weep hole beside F-177.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-881

Inspection Date / By 12/7/2012

GPS Longitude -77.04084

GPS Latitude 38.93644

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 209: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-882

Inspection Date / By 12/10/2012

GPS Longitude -77.05902

GPS Latitude 38.91600

SPM

Access From Whitehaven St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Left

Pipe Diameter 6 est

Height

Pipe Material Iron

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 210: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-882

Inspection Date / By 12/10/2012

GPS Longitude -77.05902

GPS Latitude 38.91600

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 211: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-883

Inspection Date / By 12/10/2012

GPS Longitude -77.05591

GPS Latitude 38.90455

SPM

Access From L St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Right

Pipe Diameter 8 est

Height

Pipe Material Clay

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 212: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-883

Inspection Date / By 12/10/2012

GPS Longitude -77.05591

GPS Latitude 38.90455

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 213: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-884

Inspection Date / By 2/5/2013

GPS Longitude -77.05672

GPS Latitude 38.89693

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use Rock Creek Park Trails

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 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

Stone falling off headwall.

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 214: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-884

Inspection Date / By 2/5/2013

GPS Longitude -77.05672

GPS Latitude 38.89693

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 215: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-885

Inspection Date / By 1/7/2013

GPS Longitude -77.03985

GPS Latitude 38.88788

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 Head

Pipe Diameter

Height 2 est

Pipe Material Concrete

Width 2 est

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

Unable to access.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 216: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-885

Inspection Date / By 1/7/2013

GPS Longitude -77.03985

GPS Latitude 38.88788

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 217: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-886

Inspection Date / By 1/7/2013

GPS Longitude -77.04311

GPS Latitude 38.88636

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 8

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 218: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-886

Inspection Date / By 1/7/2013

GPS Longitude -77.04311

GPS Latitude 38.88636

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 219: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-887

Inspection Date / By 2/5/2013

GPS Longitude -77.03721

GPS Latitude 38.87749

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use East Potomac 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

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 220: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-887

Inspection Date / By 2/5/2013

GPS Longitude -77.03721

GPS Latitude 38.87749

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 221: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-888

Inspection Date / By 2/5/2013

GPS Longitude -77.03666

GPS Latitude 38.87693

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use East Potomac Park

Outfall Bank Location Left

Pipe Diameter 8

Height

Pipe Material CMP

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 222: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-888

Inspection Date / By 2/5/2013

GPS Longitude -77.03666

GPS Latitude 38.87693

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 223: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-889

Inspection Date / By 2/6/2013

GPS Longitude -77.03160

GPS Latitude 38.88054

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use East Potomac Park

Outfall Bank Location Right

Pipe Diameter 12 est

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 224: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-889

Inspection Date / By 2/6/2013

GPS Longitude -77.03160

GPS Latitude 38.88054

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 225: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-890

Inspection Date / By 2/5/2013

GPS Longitude -77.03960

GPS Latitude 38.87896

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use East Potomac Park

Outfall Bank Location Left

Pipe Diameter 12

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

Stone missing from headwall.

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 226: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-890

Inspection Date / By 2/5/2013

GPS Longitude -77.03960

GPS Latitude 38.87896

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 227: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-891

Inspection Date / By 2/5/2013

GPS Longitude -77.03901

GPS Latitude 38.87850

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use East Potomac 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

Stones in headwall falling out.

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 228: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-891

Inspection Date / By 2/5/2013

GPS Longitude -77.03901

GPS Latitude 38.87850

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 229: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-892

Inspection Date / By 2/6/2013

GPS Longitude -77.02472

GPS Latitude 38.87864

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name Gangplank Marina

Land Use Marina

Outfall Bank Location Left

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-892

Inspection Date / By 2/6/2013

GPS Longitude -77.02472

GPS Latitude 38.87864

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 231: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-893

Inspection Date / By 2/6/2013

GPS Longitude -77.02545

GPS Latitude 38.87921

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name Gangplank Marina

Land Use Marina

Outfall Bank Location Left

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-893

Inspection Date / By 2/6/2013

GPS Longitude -77.02545

GPS Latitude 38.87921

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 233: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-894

Inspection Date / By 1/11/2013

GPS Longitude -76.98315

GPS Latitude 38.84041

SPM

Access From DC United Parking Lot (Oklahoma 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 Left

Pipe Diameter 12

Height

Pipe Material VCP

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

Broken pipe downstream. May be abandoned broken SS. Severe erosion upstream 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 234: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-894

Inspection Date / By 1/11/2013

GPS Longitude -76.98315

GPS Latitude 38.84041

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 235: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-895

Inspection Date / By 11/16/2012

GPS Longitude -76.99558

GPS Latitude 38.83716

SPM

Access From Valley Ave SE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

1

None

0

Security Gate 0

Facility Name NA

Land Use Oxon Run Park

Outfall Bank Location Right

Pipe Diameter 6

Height

Pipe Material PVC

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 236: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-895

Inspection Date / By 11/16/2012

GPS Longitude -76.99558

GPS Latitude 38.83716

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 237: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-896

Inspection Date / By 11/16/2012

GPS Longitude -76.99732

GPS Latitude 38.83616

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 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 238: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-896

Inspection Date / By 11/16/2012

GPS Longitude -76.99732

GPS Latitude 38.83616

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 239: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-897

Inspection Date / By 11/16/2012

GPS Longitude -76.99260

GPS Latitude 38.83780

SPM

Access From Valley Ave SE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name NA

Land Use Oxon Run Park

Outfall Bank Location Right

Pipe Diameter 8

Height

Pipe Material Plastic

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 240: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-897

Inspection Date / By 11/16/2012

GPS Longitude -76.99260

GPS Latitude 38.83780

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 241: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-898

Inspection Date / By 11/16/2012

GPS Longitude -76.99340

GPS Latitude 38.83739

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 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 242: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-898

Inspection Date / By 11/16/2012

GPS Longitude -76.99340

GPS Latitude 38.83739

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 243: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-899

Inspection Date / By 11/16/2012

GPS Longitude -76.99501

GPS Latitude 38.83749

SPM

Access From Valley Ave SE

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 12

Height

Pipe Material Plastic

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 244: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-899

Inspection Date / By 11/16/2012

GPS Longitude -76.99501

GPS Latitude 38.83749

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 245: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-900

Inspection Date / By 10/11/2012

GPS Longitude -77.00444

GPS Latitude 38.82333

SPM

Access From Forrester 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

Page 246: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-900

Inspection Date / By 10/11/2012

GPS Longitude -77.00444

GPS Latitude 38.82333

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 247: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-901

Inspection Date / By 2/4/2013

GPS Longitude -77.02647

GPS Latitude 38.82843

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 36 est

Height

Pipe Material RCP

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 248: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-901

Inspection Date / By 2/4/2013

GPS Longitude -77.02647

GPS Latitude 38.82843

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 249: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-902

Inspection Date / By 2/4/2013

GPS Longitude -77.02646

GPS Latitude 38.82851

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 36 est

Height

Pipe Material RCP

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 250: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-902

Inspection Date / By 2/4/2013

GPS Longitude -77.02646

GPS Latitude 38.82851

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 251: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-903

Inspection Date / By 2/4/2013

GPS Longitude -77.02653

GPS Latitude 38.82878

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 1

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 18 est

Height

Pipe Material RCP

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 252: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-903

Inspection Date / By 2/4/2013

GPS Longitude -77.02653

GPS Latitude 38.82878

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 253: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-904

Inspection Date / By 2/4/2013

GPS Longitude -77.02567

GPS Latitude 38.83126

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 24 est

Height

Pipe Material RCP

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

minor tree 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 254: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-904

Inspection Date / By 2/4/2013

GPS Longitude -77.02567

GPS Latitude 38.83126

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 255: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-905

Inspection Date / By 2/5/2013

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location

Pipe Diameter 60 est

Height

Pipe Material RCP

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 256: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-905

Inspection Date / By 2/5/2013

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 257: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-906

Inspection Date / By 2/4/2013

GPS Longitude -77.02364

GPS Latitude 38.83845

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 1

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 18 est

Height

Pipe Material RCP

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 258: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-906

Inspection Date / By 2/4/2013

GPS Longitude -77.02364

GPS Latitude 38.83845

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 259: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-907

Inspection Date / By 2/4/2013

GPS Longitude -77.02352

GPS Latitude 38.83916

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 1

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 18 est

Height

Pipe Material RCP

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 260: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-907

Inspection Date / By 2/4/2013

GPS Longitude -77.02352

GPS Latitude 38.83916

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 261: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-908

Inspection Date / By 2/4/2013

GPS Longitude -77.02091

GPS Latitude 38.84715

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 1

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 12 est

Height

Pipe Material RCP

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 262: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-908

Inspection Date / By 2/4/2013

GPS Longitude -77.02091

GPS Latitude 38.84715

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 263: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-909

Inspection Date / By 2/4/2013

GPS Longitude -77.02246

GPS Latitude 38.84253

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 18 est

Height

Pipe Material RCP

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 264: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-909

Inspection Date / By 2/4/2013

GPS Longitude -77.02246

GPS Latitude 38.84253

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 265: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-910

Inspection Date / By 2/4/2013

GPS Longitude -77.02234

GPS Latitude 38.84303

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Military

Outfall Bank Location Left

Pipe Diameter 24 est

Height

Pipe Material RCP

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 266: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-910

Inspection Date / By 2/4/2013

GPS Longitude -77.02234

GPS Latitude 38.84303

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 267: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-912

Inspection Date / By 10/10/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

Access From I-295 Onramp/Offramp Near Blue Plains WWTP

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name I-295

Land Use Onramp/ Offramp

Outfall Bank Location Head

Pipe Diameter 33

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-912

Inspection Date / By 10/10/2012

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 269: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-913

Inspection Date / By 10/10/2012

GPS Longitude -77.01635

GPS Latitude 38.82287

SPM

Access From I-295 Onramp/Offramp Near Blue Plains WWTP

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name I-295

Land Use Onramp/ Offramp

Outfall Bank Location Right

Pipe Diameter 8

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-913

Inspection Date / By 10/10/2012

GPS Longitude -77.01635

GPS Latitude 38.82287

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 271: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-914

Inspection Date / By 12/5/2012

GPS Longitude -77.04021

GPS Latitude 38.97268

SPM

Access From Sherill Dr 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 Left

Pipe Diameter 36 all barrels

Height

Pipe Material Plastic

Width

Property Type NPS

Receiving Stream Name Rock Creek

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

Triple 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 272: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-914

Inspection Date / By 12/5/2012

GPS Longitude -77.04021

GPS Latitude 38.97268

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 273: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-915

Inspection Date / By 12/5/2012

GPS Longitude -77.03913

GPS Latitude 38.96328

SPM

Access From Joyce Rd NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Luzon Branch

Outfall Bank Location Right

Pipe Diameter 18

Height

Pipe Material Concrete

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 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 274: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-915

Inspection Date / By 12/5/2012

GPS Longitude -77.03913

GPS Latitude 38.96328

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 275: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-916

Inspection Date / By 12/5/2012

GPS Longitude -77.03673

GPS Latitude 38.96505

SPM

Access From Joyce Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Luzon Branch

Outfall Bank Location Left

Pipe Diameter 15

Height

Pipe Material Clay

Width

Property Type NPS

Receiving Stream Name Rock Creek

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

See F-366.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-916

Inspection Date / By 12/5/2012

GPS Longitude -77.03673

GPS Latitude 38.96505

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 277: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-917

Inspection Date / By 12/5/2012

GPS Longitude -77.03671

GPS Latitude 38.96504

SPM

Access From Joyce Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Luzon Branch

Outfall Bank Location Right

Pipe Diameter 15

Height

Pipe Material Clay

Width

Property Type NPS

Receiving Stream Name Rock Creek

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

Pipe cracked at invert. See F-366.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 278: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-917

Inspection Date / By 12/5/2012

GPS Longitude -77.03671

GPS Latitude 38.96504

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 279: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-918

Inspection Date / By 2/5/2013

GPS Longitude -77.03378

GPS Latitude 38.87472

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NAMA

Land Use East Potomac Park

Outfall Bank Location Left

Pipe Diameter 8 est

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 280: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-918

Inspection Date / By 2/5/2013

GPS Longitude -77.03378

GPS Latitude 38.87472

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 281: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-919

Inspection Date / By 1/10/2013

GPS Longitude -76.97256

GPS Latitude 38.85884

SPM

Access From Ainger Pl SE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NACE

Land Use Battery Ricketts

Outfall Bank Location Head

Pipe Diameter 36

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

Probably does not drain from DC property.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-919

Inspection Date / By 1/10/2013

GPS Longitude -76.97256

GPS Latitude 38.85884

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 283: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-920

Inspection Date / By 11/14/2012

GPS Longitude -76.97531

GPS Latitude 38.86355

SPM

Access From Good Hope Rd 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 Head

Pipe Diameter 15

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 284: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-920

Inspection Date / By 11/14/2012

GPS Longitude -76.97531

GPS Latitude 38.86355

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 285: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-921

Inspection Date / By 1/29/2013

GPS Longitude -76.97709

GPS Latitude 38.87596

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 24 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 286: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-921

Inspection Date / By 1/29/2013

GPS Longitude -76.97709

GPS Latitude 38.87596

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 287: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-922

Inspection Date / By 1/29/2013

GPS Longitude -76.97759

GPS Latitude 38.87592

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 18

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 288: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-922

Inspection Date / By 1/29/2013

GPS Longitude -76.97759

GPS Latitude 38.87592

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 289: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-923

Inspection Date / By 1/29/2013

GPS Longitude -76.97352

GPS Latitude 38.87712

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 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

Pipe clogged with debris; unable 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 290: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-923

Inspection Date / By 1/29/2013

GPS Longitude -76.97352

GPS Latitude 38.87712

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 291: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-924

Inspection Date / By 1/29/2013

GPS Longitude -76.97424

GPS Latitude 38.87689

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name NACE

Land Use Anacostia Park

Outfall Bank Location Left

Pipe Diameter 15

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

Unable to access.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 292: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-924

Inspection Date / By 1/29/2013

GPS Longitude -76.97424

GPS Latitude 38.87689

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 293: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-925

Inspection Date / By 1/29/2013

GPS Longitude -76.97865

GPS Latitude 38.87553

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 18

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

Headwall stones fallen out.

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 294: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-925

Inspection Date / By 1/29/2013

GPS Longitude -76.97865

GPS Latitude 38.87553

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 295: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-926

Inspection Date / By 1/29/2013

GPS Longitude -76.97877

GPS Latitude 38.87548

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 18

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

headwall stones fallen out

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 296: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-926

Inspection Date / By 1/29/2013

GPS Longitude -76.97877

GPS Latitude 38.87548

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 297: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-927

Inspection Date / By 1/29/2013

GPS Longitude -76.97935

GPS Latitude 38.87532

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 18

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 298: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-927

Inspection Date / By 1/29/2013

GPS Longitude -76.97935

GPS Latitude 38.87532

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 299: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-928

Inspection Date / By 1/29/2013

GPS Longitude -76.97961

GPS Latitude 38.87525

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 12

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

Headwall stones fallen out.

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 300: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-928

Inspection Date / By 1/29/2013

GPS Longitude -76.97961

GPS Latitude 38.87525

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 301: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-929

Inspection Date / By 1/29/2013

GPS Longitude -76.98336

GPS Latitude 38.87387

SPM

Access From BOAT

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 Left

Pipe Diameter 18

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

Pipe joint separated.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 302: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-929

Inspection Date / By 1/29/2013

GPS Longitude -76.98336

GPS Latitude 38.87387

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 303: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-930

Inspection Date / By 1/4/2013

GPS Longitude -77.00012

GPS Latitude 38.84903

SPM

Access From Branch Ave SE

Horiz. Dist. to Receiving Stream >50ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Single Family Residence

Outfall Bank Location

Pipe Diameter 12

Height

Pipe Material RCP

Width

Property Type Residential

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

Significant erosion formed a ravine down the hillside on other side of erosion control barrier.May want to perform inspection of downstream channel to see if repair is needed.

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?

NO

Page 304: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-930

Inspection Date / By 1/4/2013

GPS Longitude -77.00012

GPS Latitude 38.84903

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 305: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-931

Inspection Date / By 2/5/2013

GPS Longitude -77.00580

GPS Latitude 38.87129

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name NA

Land Use Diamond Teague Park

Outfall Bank Location Right

Pipe Diameter 24 est

Height

Pipe Material Unknown

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 306: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-931

Inspection Date / By 2/5/2013

GPS Longitude -77.00580

GPS Latitude 38.87129

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 307: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-932

Inspection Date / By 2/5/2013

GPS Longitude -77.00589

GPS Latitude 38.87134

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name NA

Land Use Diamond Teague Park

Outfall Bank Location Right

Pipe Diameter 30 est

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 308: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-932

Inspection Date / By 2/5/2013

GPS Longitude -77.00589

GPS Latitude 38.87134

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 309: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-933

Inspection Date / By 2/5/2013

GPS Longitude -77.00589

GPS Latitude 38.87118

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name NA

Land Use Diamond Teague Park

Outfall Bank Location Right

Pipe Diameter

Height 72 est

Pipe Material RCP

Width 72 est

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 310: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-933

Inspection Date / By 2/5/2013

GPS Longitude -77.00589

GPS Latitude 38.87118

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 311: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-934

Inspection Date / By 1/10/2013

GPS Longitude -76.95454

GPS Latitude 38.86659

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 Right

Pipe Diameter 16

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

Outfall has been repaired in the recent past. Severe erosion remains a problem downstream.

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 312: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-934

Inspection Date / By 1/10/2013

GPS Longitude -76.95454

GPS Latitude 38.86659

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 313: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-935

Inspection Date / By 12/18/2012

GPS Longitude -76.95305

GPS Latitude 38.91818

SPM

Access From New York Ave NE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name NA

Land Use Constructed Wetland

Outfall Bank Location Head

Pipe Diameter 60

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 314: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-935

Inspection Date / By 12/18/2012

GPS Longitude -76.95305

GPS Latitude 38.91818

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 315: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-936

Inspection Date / By 12/18/2012

GPS Longitude -76.95275

GPS Latitude 38.91798

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 20

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-936

Inspection Date / By 12/18/2012

GPS Longitude -76.95275

GPS Latitude 38.91798

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 317: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-938

Inspection Date / By 12/14/2012

GPS Longitude -76.96655

GPS Latitude 38.92167

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 8

Height

Pipe Material PVC

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 318: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-938

Inspection Date / By 12/14/2012

GPS Longitude -76.96655

GPS Latitude 38.92167

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 319: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-939

Inspection Date / By 12/14/2012

GPS Longitude -76.96677

GPS Latitude 38.91456

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 12

Height

Pipe Material Clay

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 320: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-939

Inspection Date / By 12/14/2012

GPS Longitude -76.96677

GPS Latitude 38.91456

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 321: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-940

Inspection Date / By 1/29/2013

GPS Longitude -76.97144

GPS Latitude 38.87879

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 12

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 322: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-940

Inspection Date / By 1/29/2013

GPS Longitude -76.97144

GPS Latitude 38.87879

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 323: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-941

Inspection Date / By 1/29/2013

GPS Longitude -76.97142

GPS Latitude 38.87871

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 8 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 324: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-941

Inspection Date / By 1/29/2013

GPS Longitude -76.97142

GPS Latitude 38.87871

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 325: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-942

Inspection Date / By 1/29/2013

GPS Longitude -76.97151

GPS Latitude 38.87865

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

1

Security Gate 0

Facility Name NACE

Land Use Anacostia Park

Outfall Bank Location Left

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-942

Inspection Date / By 1/29/2013

GPS Longitude -76.97151

GPS Latitude 38.87865

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 327: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-943

Inspection Date / By 11/20/2012

GPS Longitude -76.91586

GPS Latitude 38.89179

SPM

Access From 59th St NE

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

1

None

1

Security Gate 0

Facility Name NA

Land Use Watts Branch

Outfall Bank Location Left

Pipe Diameter 12

Height

Pipe Material CMP

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

CMP is corroded at invert. Storm manhole directly upstream is open and may be a public safety concern.

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?

YES

Page 328: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-943

Inspection Date / By 11/20/2012

GPS Longitude -76.91586

GPS Latitude 38.89179

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 329: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-944

Inspection Date / By 2/6/2013

GPS Longitude -76.99250

GPS Latitude 38.86879

SPM

Access From BOAT

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 Left

Pipe Diameter 12 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

Headwall broken; pipe joint separated.

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 330: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-944

Inspection Date / By 2/6/2013

GPS Longitude -76.99250

GPS Latitude 38.86879

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 331: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-945

Inspection Date / By 2/6/2013

GPS Longitude -76.99298

GPS Latitude 38.86870

SPM

Access From BOAT

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 Left

Pipe Diameter 10 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 332: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-945

Inspection Date / By 2/6/2013

GPS Longitude -76.99298

GPS Latitude 38.86870

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 333: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-946

Inspection Date / By 2/6/2013

GPS Longitude -76.99501

GPS Latitude 38.86849

SPM

Access From BOAT

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 Left

Pipe Diameter 12 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 334: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-946

Inspection Date / By 2/6/2013

GPS Longitude -76.99501

GPS Latitude 38.86849

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 335: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-947

Inspection Date / By 1/14/2013

GPS Longitude -76.94899

GPS Latitude 38.90646

SPM

Access From Jay St NE

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name NACE

Land Use Fort Circle Park

Outfall Bank Location Head

Pipe Diameter 24

Height

Pipe Material CMP

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

half filled with sedimemt

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-947

Inspection Date / By 1/14/2013

GPS Longitude -76.94899

GPS Latitude 38.90646

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 337: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-948

Inspection Date / By 1/14/2013

GPS Longitude -76.94925

GPS Latitude 38.90695

SPM

Access From Hayes 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 Right

Pipe Diameter 18

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 338: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-948

Inspection Date / By 1/14/2013

GPS Longitude -76.94925

GPS Latitude 38.90695

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 339: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-949

Inspection Date / By 11/19/2012

GPS Longitude -76.92180

GPS Latitude 38.89498

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 24

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 340: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-949

Inspection Date / By 11/19/2012

GPS Longitude -76.92180

GPS Latitude 38.89498

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 341: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-950

Inspection Date / By 11/20/2012

GPS Longitude -76.92115

GPS Latitude 38.89457

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 8

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

Broken pipe and cracked headwall.

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 342: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-950

Inspection Date / By 11/20/2012

GPS Longitude -76.92115

GPS Latitude 38.89457

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 343: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-951

Inspection Date / By 2/1/2013

GPS Longitude -76.93663

GPS Latitude 38.89848

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 Right

Pipe Diameter 6

Height

Pipe Material PVC

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 344: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-951

Inspection Date / By 2/1/2013

GPS Longitude -76.93663

GPS Latitude 38.89848

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 345: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-952

Inspection Date / By 1/14/2013

GPS Longitude -76.96119

GPS Latitude 38.89621

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

Height 3

Pipe Material Concrete

Width 19

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 346: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-952

Inspection Date / By 1/14/2013

GPS Longitude -76.96119

GPS Latitude 38.89621

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 347: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-953

Inspection Date / By 12/18/2012

GPS Longitude -76.95312

GPS Latitude 38.91826

SPM

Access From New York Ave NE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name NA

Land Use Constructed Wetland

Outfall Bank Location Head

Pipe Diameter 60

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 348: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-953

Inspection Date / By 12/18/2012

GPS Longitude -76.95312

GPS Latitude 38.91826

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 349: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-954

Inspection Date / By 12/18/2012

GPS Longitude -76.95240

GPS Latitude 38.91806

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 30

Height

Pipe Material RCP

Width

Property Type DDOT

Receiving Stream Name

Description of Repair Approach

Point Repair

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

30" deep erosion under outfall headwall. - Notify DDOT of repairs needed?

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 350: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-954

Inspection Date / By 12/18/2012

GPS Longitude -76.95240

GPS Latitude 38.91806

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 351: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-955

Inspection Date / By 11/27/2012

GPS Longitude -76.94477

GPS Latitude 38.90165

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 NA

Land Use Watts Branch

Outfall Bank Location Right

Pipe Diameter 16

Height

Pipe Material VCP

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 352: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-955

Inspection Date / By 11/27/2012

GPS Longitude -76.94477

GPS Latitude 38.90165

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 353: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-956

Inspection Date / By 2/1/2013

GPS Longitude -76.94095

GPS Latitude 38.89979

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 15

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 354: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-956

Inspection Date / By 2/1/2013

GPS Longitude -76.94095

GPS Latitude 38.89979

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 355: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-957

Inspection Date / By 2/1/2013

GPS Longitude -76.94127

GPS Latitude 38.90009

SPM

Access From Hayes 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 16

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 356: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-957

Inspection Date / By 2/1/2013

GPS Longitude -76.94127

GPS Latitude 38.90009

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 357: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-958

Inspection Date / By 2/1/2013

GPS Longitude -76.94110

GPS Latitude 38.89985

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 16

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

very clogged. open joint.

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-958

Inspection Date / By 2/1/2013

GPS Longitude -76.94110

GPS Latitude 38.89985

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 359: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-959

Inspection Date / By 2/1/2013

GPS Longitude -76.94126

GPS Latitude 38.90018

SPM

Access From Hayes 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 est

Height

Pipe Material RCP

Width

Property Type DC Parks & Rec

Receiving Stream Name Watts Branch

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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-959

Inspection Date / By 2/1/2013

GPS Longitude -76.94126

GPS Latitude 38.90018

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 361: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-960

Inspection Date / By 10/11/2012

GPS Longitude -77.00469

GPS Latitude 38.82625

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 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 362: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-960

Inspection Date / By 10/11/2012

GPS Longitude -77.00469

GPS Latitude 38.82625

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 363: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-961

Inspection Date / By 2/5/2013

GPS Longitude -77.01547

GPS Latitude 38.86205

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name Fort McNair

Land Use Military

Outfall Bank Location Right

Pipe Diameter 18 est

Height

Pipe Material Clay

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 364: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-961

Inspection Date / By 2/5/2013

GPS Longitude -77.01547

GPS Latitude 38.86205

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 365: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-962

Inspection Date / By 2/5/2013

GPS Longitude -77.01533

GPS Latitude 38.86207

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name Fort McNair

Land Use Military

Outfall Bank Location Right

Pipe Diameter unknown

Height

Pipe Material Clay

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 366: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-962

Inspection Date / By 2/5/2013

GPS Longitude -77.01533

GPS Latitude 38.86207

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 367: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-963

Inspection Date / By 2/6/2013

GPS Longitude -77.01706

GPS Latitude 38.86126

SPM

Access From BOAT

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

1

Security Gate 0

Facility Name Fort McNair

Land Use Military

Outfall Bank Location Right

Pipe Diameter 10 est

Height

Pipe Material Clay

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 368: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-963

Inspection Date / By 2/6/2013

GPS Longitude -77.01706

GPS Latitude 38.86126

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 369: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-964

Inspection Date / By 11/19/2012

GPS Longitude -76.92474

GPS Latitude 38.89576

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 ?

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

Did not measure pipe 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 370: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-964

Inspection Date / By 11/19/2012

GPS Longitude -76.92474

GPS Latitude 38.89576

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 371: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-965

Inspection Date / By 12/11/2012

GPS Longitude -77.08267

GPS Latitude 38.92721

SPM

Access From New Mexico Ave NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 1

Facility Name ROCR

Land Use Glover 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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 372: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-965

Inspection Date / By 12/11/2012

GPS Longitude -77.08267

GPS Latitude 38.92721

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 373: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-966

Inspection Date / By 11/28/2012

GPS Longitude -77.09956

GPS Latitude 38.94563

SPM

Access From 50th Pl NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name NA

Land Use Single Family Residence

Outfall Bank Location Right

Pipe Diameter 28

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

Minor erosion behind headwall (right side).

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 374: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-966

Inspection Date / By 11/28/2012

GPS Longitude -77.09956

GPS Latitude 38.94563

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 375: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-967

Inspection Date / By 2/6/2013

GPS Longitude -76.98394

GPS Latitude 38.87349

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 8 est

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

Total = Stream Bank / Pool x2 + Structure + CriticalityTotal Score 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 376: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-967

Inspection Date / By 2/6/2013

GPS Longitude -76.98394

GPS Latitude 38.87349

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 377: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-968

Inspection Date / By 12/13/2012

GPS Longitude -77.07347

GPS Latitude 38.90474

SPM

Access From Unable to Access by foot (Canal Rd NW)

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

0

Headwall

0

None

0

Security Gate 0

Facility Name CHOH

Land Use Chesapeake & Ohio Canal

Outfall Bank Location Left

Pipe Diameter

Height 2 est

Pipe Material Unknown

Width 2 est

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

Unable to get close enough for a detailed inspection.

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 378: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-968

Inspection Date / By 12/13/2012

GPS Longitude -77.07347

GPS Latitude 38.90474

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 379: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-969

Inspection Date / By 12/7/2012

GPS Longitude -77.04720

GPS Latitude 38.93574

SPM

Access From Piney Branch Pkwy NW

Horiz. Dist. to Receiving Stream 20-30ft

Flared End

1

Headwall

1

None

0

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 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 380: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-969

Inspection Date / By 12/7/2012

GPS Longitude -77.04720

GPS Latitude 38.93574

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 381: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-970

Inspection Date / By 12/12/2012

GPS Longitude -77.11174

GPS Latitude 38.92998

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 12

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 382: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-970

Inspection Date / By 12/12/2012

GPS Longitude -77.11174

GPS Latitude 38.92998

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 383: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-971

Inspection Date / By 12/12/2012

GPS Longitude -77.11086

GPS Latitude 38.92845

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 15

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-971

Inspection Date / By 12/12/2012

GPS Longitude -77.11086

GPS Latitude 38.92845

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 385: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-972

Inspection Date / By 2/5/2013

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

Access From BOAT

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 unknown

Height

Pipe Material Unknown

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 386: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-972

Inspection Date / By 2/5/2013

GPS Longitude -77.05526

GPS Latitude 38.85819

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 387: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-973

Inspection Date / By 12/13/2012

GPS Longitude -77.07961

GPS Latitude 38.90569

SPM

Access From Near Abner Cloud House (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 16

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 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 388: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-973

Inspection Date / By 12/13/2012

GPS Longitude -77.07961

GPS Latitude 38.90569

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 389: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-974

Inspection Date / By 12/13/2012

GPS Longitude -77.07864

GPS Latitude 38.90580

SPM

Access From Near Abner Cloud House (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

Height

Pipe Material RCP

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-974

Inspection Date / By 12/13/2012

GPS Longitude -77.07864

GPS Latitude 38.90580

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 391: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-975

Inspection Date / By 12/13/2012

GPS Longitude -77.07850

GPS Latitude 38.90586

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 12

Height

Pipe Material Clay

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-975

Inspection Date / By 12/13/2012

GPS Longitude -77.07850

GPS Latitude 38.90586

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 393: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-976

Inspection Date / By 12/13/2012

GPS Longitude -77.07768

GPS Latitude 38.90579

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 6

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

May be a weep hole.

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 394: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-976

Inspection Date / By 12/13/2012

GPS Longitude -77.07768

GPS Latitude 38.90579

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 395: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-977

Inspection Date / By 1/7/2013

GPS Longitude -77.03543

GPS Latitude 38.88503

SPM

Access From Ohio Dr SW

Horiz. Dist. to Receiving Stream

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 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 396: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-977

Inspection Date / By 1/7/2013

GPS Longitude -77.03543

GPS Latitude 38.88503

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 397: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-978

Inspection Date / By 1/9/2013

GPS Longitude -77.10300

GPS Latitude 38.94598

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 Left

Pipe Diameter 16

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 398: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-978

Inspection Date / By 1/9/2013

GPS Longitude -77.10300

GPS Latitude 38.94598

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 399: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-979

Inspection Date / By 11/20/2012

GPS Longitude -76.91837

GPS Latitude 38.89373

SPM

Access From 55th St NE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Watts Branch

Outfall Bank Location Left

Pipe Diameter 12

Height

Pipe Material CMP

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 400: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-979

Inspection Date / By 11/20/2012

GPS Longitude -76.91837

GPS Latitude 38.89373

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 401: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-980

Inspection Date / By 11/20/2012

GPS Longitude -76.91824

GPS Latitude 38.89338

SPM

Access From 55th St NE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name NA

Land Use Watts Branch

Outfall Bank Location Left

Pipe Diameter 18

Height

Pipe Material CMP

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 402: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-980

Inspection Date / By 11/20/2012

GPS Longitude -76.91824

GPS Latitude 38.89338

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 403: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-981

Inspection Date / By 11/20/2012

GPS Longitude -76.91803

GPS Latitude 38.89314

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 Left

Pipe Diameter 12

Height

Pipe Material CMP

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

Deteriorated CMP in non-critical area.

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 404: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-981

Inspection Date / By 11/20/2012

GPS Longitude -76.91803

GPS Latitude 38.89314

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 405: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-982

Inspection Date / By 11/27/2012

GPS Longitude -76.94462

GPS Latitude 38.90155

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 NA

Land Use Watts Branch

Outfall Bank Location Right

Pipe Diameter 16

Height

Pipe Material VCP

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 406: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-982

Inspection Date / By 11/27/2012

GPS Longitude -76.94462

GPS Latitude 38.90155

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 407: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-983

Inspection Date / By 11/27/2012

GPS Longitude -76.94446

GPS Latitude 38.90242

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 NA

Land Use Watts Branch

Outfall Bank Location Left

Pipe Diameter 16

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 408: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-983

Inspection Date / By 11/27/2012

GPS Longitude -76.94446

GPS Latitude 38.90242

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 409: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-984

Inspection Date / By 10/10/2012

GPS Longitude -77.00028

GPS Latitude 38.81972

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 24

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 410: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-984

Inspection Date / By 10/10/2012

GPS Longitude -77.00028

GPS Latitude 38.81972

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 411: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-985

Inspection Date / By 10/10/2012

GPS Longitude -76.99920

GPS Latitude 38.82279

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 10

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 412: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-985

Inspection Date / By 10/10/2012

GPS Longitude -76.99920

GPS Latitude 38.82279

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 413: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-986

Inspection Date / By 12/10/2012

GPS Longitude -77.06562

GPS Latitude 38.92687

SPM

Access From Garfield St NW and 34th St NW

Horiz. Dist. to Receiving Stream

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name ROCR

Land Use Woodland-Normanstone Park

Outfall Bank Location Right

Pipe Diameter 24

Height

Pipe Material VCP

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 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 414: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-986

Inspection Date / By 12/10/2012

GPS Longitude -77.06562

GPS Latitude 38.92687

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 415: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-987

Inspection Date / By 1/4/2013

GPS Longitude -76.95225

GPS Latitude 38.92393

SPM

Access From McGuire Ave SE

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

0

None

0

Security Gate 0

Facility Name Bolling Air Force Base

Land Use Construction Site

Outfall Bank Location Head

Pipe Diameter 48

Height

Pipe Material RCP

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 416: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-987

Inspection Date / By 1/4/2013

GPS Longitude -76.95225

GPS Latitude 38.92393

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 417: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-988

Inspection Date / By 1/11/2013

GPS Longitude -76.96859

GPS Latitude 38.89174

SPM

Access From Jay St NE

Horiz. Dist. to Receiving Stream 30-50ft

Flared End

0

Headwall

0

None

1

Security Gate 0

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

Pipe sections 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 418: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-988

Inspection Date / By 1/11/2013

GPS Longitude -76.96859

GPS Latitude 38.89174

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 419: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-989

Inspection Date / By 12/10/2012

GPS Longitude -77.05704

GPS Latitude 38.91425

SPM

Access From Whitehaven St 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 13

Pipe Material Brick

Width 28

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

Looks like top of culvert is timber framed.

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 420: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-989

Inspection Date / By 12/10/2012

GPS Longitude -77.05704

GPS Latitude 38.91425

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 421: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-990

Inspection Date / By 12/7/2012

GPS Longitude -77.03867

GPS Latitude 38.93737

SPM

Access From Piney Branch Pkwy NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 0

Facility Name ROCR

Land Use Piney Branch Park

Outfall Bank Location Left

Pipe Diameter 8 est

Height

Pipe Material Iron

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 422: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-990

Inspection Date / By 12/7/2012

GPS Longitude -77.03867

GPS Latitude 38.93737

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 423: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-991

Inspection Date / By 12/10/2012

GPS Longitude -77.05779

GPS Latitude 38.91801

SPM

Access From Whitehaven St NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Left

Pipe Diameter 8 est

Height

Pipe Material Plastic

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 424: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-991

Inspection Date / By 12/10/2012

GPS Longitude -77.05779

GPS Latitude 38.91801

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 425: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-992

Inspection Date / By 11/19/2012

GPS Longitude -76.93226

GPS Latitude 38.89805

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

Larger pipe outside smaller (see F-614)

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 426: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-992

Inspection Date / By 11/19/2012

GPS Longitude -76.93226

GPS Latitude 38.89805

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 427: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-993

Inspection Date / By 12/12/2012

GPS Longitude -77.09583

GPS Latitude 38.92313

SPM

Access From 49th St NW

Horiz. Dist. to Receiving Stream >50ft

Flared End

0

Headwall

0

None

1

Security Gate 0

Facility Name ROCR

Land Use Battery Kemble Park

Outfall Bank Location Left

Pipe Diameter 36

Height

Pipe Material CMP

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 0

Horiz. Distance from Roadway

Vert. Distance from Roadway

feet

feet

Vert. Dist. to 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 428: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-993

Inspection Date / By 12/12/2012

GPS Longitude -77.09583

GPS Latitude 38.92313

SPM

(4)

(6) (7)

(8) (9)

(5)

Page 429: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-994

Inspection Date / By 12/5/2012

GPS Longitude -77.03672

GPS Latitude 38.96505

Access From Joyce Rd NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

0

Headwall

1

None

0

Security Gate 1

Facility Name ROCR

Land Use Luzon Branch

Outfall Bank Location Head (Right)

Pipe Diameter

Height 84

Pipe Material Concrete

Width 84

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

Double outfall (see F-366); broken wingwall (left) and cracked spillway.

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 430: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-994

Inspection Date / By 12/5/2012

GPS Longitude -77.03672

GPS Latitude 38.96505

(4)

(6) (7)

(8) (9)

(5)

Page 431: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-996

Inspection Date / By 5/15/2013

GPS Longitude -77.05324

GPS Latitude 38.97035

Access From Oregon Ave NW and Nebraska Ave NW

Horiz. Dist. to Receiving Stream 0-10ft

Flared End

1

Headwall

1

None

0

Security Gate 1

Facility Name ROCR

Land Use Rock Creek Park

Outfall Bank Location Head (center)

Pipe Diameter

Height 60

Pipe Material Unknown

Width 60

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 80

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 432: Inspection Date / By SPM OUTFALL SUMMARY REPORT · 2013. 6. 24. · OUTFALL SUMMARY REPORT DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER MS4 PROGRAM GIS Outfall / Photo ID # F-754

OUTFALL SUMMARY REPORT

DISTRICT DEPARTMENT OF THE ENVIRONMENT / DC WATER

MS4 PROGRAMGIS Outfall / Photo ID # F-996

Inspection Date / By 5/15/2013

GPS Longitude -77.05324

GPS Latitude 38.97035

(4)

(6) (7)

(8) (9)

(5)