Attachment 6 Activity Summary SouthCulvRep.pdf

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Attached to
Pisgah South Culvert Rehab
Solicitation number
12445226Q0046
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About this file

This is an activity summary document for ditch culvert replacements and road rehabilitation work on the Pisgah Ranger District—South for 2026. The document presents a comprehensive inventory of 10 road segments totaling 42.356 GIS miles, 7,414 linear feet, and 214 culverts requiring maintenance or replacement work.

The roads are classified across various functional categories including Local, Collector, and Arterial routes, with surface types consisting primarily of crushed aggregate or gravel, with limited asphalt and bituminous surface treatment sections. Work activities include 17 headwall inlet considerations and 16 drop inlet considerations distributed across the road network. Key roads identified for work include Cove Creek (5.786 miles, 18 culverts), Catheys Creek (6.963 miles, 49 culverts), and Yellow Gap (12.233 miles combined, 46 culverts). Two roads marked with asterisks—Headwater and Black Balsam—require special attention per the referenced Biological Assessment for Federally Listed Species and Critical Habitat for Pisgah National Forest, with specific guidance provided in Appendix A due to environmental considerations. Maintenance levels are designated as either suitable for passenger cars or providing a high degree of user comfort, with lane configurations ranging from single to double lane configurations.

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Text version

Road Number

Name

GIS

Miles Linear Feet

Number of Culverts

Surface Type

Objec Maint Level

Oper Maint Level Funct Class Lanes

Headwall (HW) Drop Inlet (DI) Latitude Longitude Latitude Longitude

225 COVE CREEK 5.786 544 18 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.3141 -82.80179 35.3042 -82.83768

258 SUNBURST REC AREA 0.184 76 2 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

2 - DOUBLE

LANE 35.3736 -82.93899 35.37471 -82.94083

454 SCHENCK CCC 0.533 38 1 0 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT

C -

COLLECTOR

1 - SINGLE

LANE 35.28284 -82.72136 35.27718 -82.71862

471 CATHEYS CREEK 6.963 1472 49 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

4 - MODERATE

DEGREE OF USER

COMFORT

C -

COLLECTOR

1 - SINGLE

LANE 35.21169 -82.78315 35.2659 -82.84692

475 DAVIDSON RIVER 3.75 779 20 0 11

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT A - ARTERIAL

2 - DOUBLE

LANE 35.25436 -82.85229 35.28318 -82.817

475B HEADWATER** 6.582 2030 59 1 1

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS

C -

COLLECTOR

1 - SINGLE

LANE 35.28559 -82.79401 35.34092 -82.78999

816 BLACK BALSAM** 3.821 748 14 2 3

BST -

BITUMINOUS

SURFACE

TREATMENT

5 - HIGH DEGREE

OF USER

COMFORT

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

2 - DOUBLE

LANE 35.31582 -82.86921 35.34498 -82.86234

1206 YELLOW GAP 0.372 46 1 0 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT

C -

COLLECTOR

1 - SINGLE

LANE 35.40718 -82.6465 35.406001 -82.641174

1206 YELLOW GAP 11.861 1491 45 14 1

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

4 - MODERATE

DEGREE OF USER

COMFORT

3 - SUITABLE FOR

PASSENGER CARS

C -

COLLECTOR

1 - SINGLE

LANE 35.35776 -82.77874 35.40718 -82.6465

5046 LANNING RIDGE 2.504 190 5 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

2 - HIGH

CLEARANCE

VEHICLES

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.28603 -82.83014 35.29354 -82.83938

42.356 7414 214 17 16

** Refer to the attachment titled "Biological Assessment for Federally Listed Species and Critical Habitat for Pisgah National Forest" in full for guidance with attention to Appendix A for special considerations.

Ditch Culvert Replacements and Road Rehabilitation Activity Summary

PISGAH RANGER DISTRICT - SOUTH

Inlet Considerations Beginning Milepost Coordinates Ending Milepost Coordinates

TOTALS

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