Attachment 6 - Activity Summary.pdf

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Attached to
Pisgah North Ranger District Ditch Culvert Replacements and Road Reconditioning
Solicitation number
12445226Q0047
Issued by

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This document is a Ditch Culvert Replacements and Road Rehabilitation Activity Summary for the Pisgah Ranger District - North, detailing planned infrastructure work for 2026. The summary encompasses 27 roads totaling 57.449 miles and 9,873 linear feet, requiring work on 285 culverts across the district. The project involves replacing 72 drop inlet structures and 21 headwall structures to address drainage and road maintenance needs.

The roads included in this activity range from single-lane local roads with crushed aggregate or gravel surfaces to double-lane collector roads with asphalt surfaces. Maintenance objectives vary by road, with most roads designated as "Suitable for Passenger Cars" while others require "High Degree of User Comfort" or "Moderate Degree of User Comfort" standards. Notable roads include Bent Creek Road (4.47 miles, 21 culverts, 15 headwalls requiring special consideration per the referenced Biological Assessment for Federally Listed Species), South Ridge Road (5.427 miles, 45 culverts), and Wash Creek Road (5.502 miles, 26 culverts). Each road entry includes geographic coordinates for beginning and ending mileposts, enabling precise location identification across the ranger district. Special notation indicates that Road 479 Bent Creek requires consultation with the Biological Assessment attachment for federally listed species and critical habitat considerations per Appendix A.

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Other files

File Type Posted
Attachment 3 - rev2 SOI North Culverts.xlsx XLSX spreadsheet
Attachment 11 - Appendix A Revision.docx DOCX document
SF30 Amend 0002.pdf PDF
Attachment 8 - rev2 North Culv Rep_Plan.pdf PDF
C04 Revised Responses for QA.docx DOCX document
Attachment 1 - Rev Terms and Conditions North.pdf PDF
Attachment 8 - rev North Culv Rep_Plan.pdf PDF
Attachment 2 - rev SOW North Culverts.pdf PDF
Attachment 3 - rev SOI North Culverts.pdf PDF
C04 Responses for QA.pdf PDF
SF 30 12445226Q0047.pdf PDF
RFQ 12445226Q0047 Pisgah North Culverts.pdf PDF
Attachment 2 - SOW North Culverts.pdf PDF
Attachment 8 - North Culv Rep_Plan.pdf PDF
Attachment 9 - Past Performance Questionnaire.pdf PDF
Attachment 3 - SOI North Culverts.pdf PDF
Attachment 4 - FSSS Specs.pdf PDF
Attachment 7 - Links North Culverts.pdf PDF
Attachment 1 - Terms and Conditions North.pdf PDF
Attachment 5 - GeoRefMap.pdf PDF
Attachment 10 - WD Hwy NC NC20260087.pdf PDF
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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

142 H'VILLE RESERVOIR 2.054 90 3 2 0

IMP -

IMPROVED

NATIVE

MATERIAL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.426 -82.65267 35.41979 -82.67561

297 TURKEY PEN 1.254 110 4 2 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.32899 -82.64648 35.34267 -82.65927

473 PISGAH RANGER OFFICE 0.194 50 1 1 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT L - LOCAL

2 - DOUBLE

LANE 35.28467 -82.72808 35.28404 -82.7257

476 WOLF FORD 1.336 96 4 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS

C -

COLLECTOR

1 - SINGLE

LANE 35.38151 -82.74274 35.36657 -82.73884

477 AVERY CREEK 7.323 1115 32 4 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS

C -

COLLECTOR

1 - SINGLE

LANE 35.2877 -82.736908 35.34765 -82.78333

479 BENT CREEK** 4.47 902 21 0 15

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

4 - MODERATE

DEGREE OF USER

COMFORT

4 - MODERATE

DEGREE OF USER

COMFORT

C -

COLLECTOR

1 - SINGLE

LANE 35.48878 -82.62671 35.45253 -82.65944

479A HEADQUARTERS 0.415 190 5 1 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT L - LOCAL

2 - DOUBLE

LANE 35.50503 -82.59568 35.50169 -82.59917

479E LEDFORD BRANCH 2.123 812 29 28 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.49030 -82.62876 35.50642 -82.62793

479F BOYD BRANCH 2.181 319 11 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.49674 -82.63418 35.48175 -82.63526

479G LAUREL BR 0.941 66 2 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.47520 -82.64014 35.48143 -82.65173

479H COLD KNOB 0.732 134 4 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.47179 82.64450 35.46331 -82.64779

479L SPRINGHOUSE LOOP 0.075 26 1 1 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT L - LOCAL

1 - SINGLE

LANE 35.5027 -82.59781 35.50269 -82.59882

479M SOUTH RIDGE 5.427 1494 45 9 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.46548 -82.65541 35.48299 -82.61385

480 HARDTIMES 3.247 1060 31 1 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.50132 82.59944 35.4881 -82.62445

480A OLD BENT CR. 1.886 420 13 10 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.49984 -82.60298 35.48547 -82.62162

481 POWHATAN ACCESS 1.511 376 7 6 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

4 - MODERATE

DEGREE OF USER

COMFORT

C -

COLLECTOR

2 - DOUBLE

LANE 35.49587 -82.61413 35.48127 -82.6275

481A HARDTIMES LOOP 0.516 36 1 0 0

BST -

BITUMINOUS

SURFACE

TREATMENT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT L - LOCAL

2 - DOUBLE

LANE 35.48513 -82.62969 35.4851 -82.63157

481B UPPER HARDTIMES LOOP 0.168 66 2 0 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT L - LOCAL

1 - SINGLE

LANE 35.4851 -82.63157 35.4851 -82.63157

481C LAKESIDE LOOP 0.556 111 3 1 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

5 - HIGH DEGREE

OF USER

COMFORT L - LOCAL

2 - DOUBLE

LANE 35.48741 -82.62967 35.48605 -82.62615

481F LAKE POWHATAN 0.363 240 7 2 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS

C -

COLLECTOR

2 - DOUBLE

LANE 35.48431 -82.62914832 35.48319 -82.62401

491 RICE PINNACLE 1.312 265 9 2 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.49587 -82.61413 35.51092 -82.62464

812B CRADLE SPUR 1.344 54 2 2 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

2 - HIGH

CLEARANCE

VEHICLES

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.34811 -82.77837 35.34975 -82.77336

5000 WASH CREEK 0.333 414 10 0 0 AC - ASPHALT

5 - HIGH DEGREE

OF USER

COMFORT

4 - MODERATE

DEGREE OF USER

COMFORT L - LOCAL

1 - SINGLE

LANE 35.41014 -82.645398 35.40683 -82.64352

5000 WASH CREEK 5.502 882 26 0 6

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

4 - MODERATE

DEGREE OF USER

COMFORT

4 - MODERATE

DEGREE OF USER

COMFORT L - LOCAL

1 - SINGLE

LANE 35.45253 -82.65944 35.41014 -82.645398

5097 FLETCHER CREEK 12.186 545 12 0 0

AGG -

CRUSHED

AGGREGATE

OR GRAVEL

3 - SUITABLE FOR

PASSENGER CARS

3 - SUITABLE FOR

PASSENGER CARS L - LOCAL

1 - SINGLE

LANE 35.43137 -82.71099 35.42032 -82.65671

57.449 9873 285 72 21

** 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 - NORTH

Beginning Milepost Coordinates Ending Milepost Coordinates

TOTALS

Inlet Considerations

File details come from the government source that posted it. Updated .