Exhibit 3 - Trail Logs Combined.pdf

Falls Dam Trail, Uwharrie National Forest Page 1

Trail Log – Falls Dam OHV trail, Uwharrie National Forest

Inspection Date : Jan. 4, 2010

Inspector Name: Eric Johnson, Bruce Lowe

Length: 2.8 miles

Trail Class: 3

Designed Use: OHV

Average Width: 6’

Surface: Eroded soil, rhyolite and red clay, rocky

The trail is easily accessible from two parking areas with ramps for loading OHV vehicles. The vehicles have caused some severe damage to the resource by digging out the tracks and leaving eroded trails often to bedrock. There are some steep areas that are more severely eroded. Grade dips are generally well located but may need some removal of silt or addition of fill/armor, in places, to make them effective. Most material for fill/armor must be imported, however there is some available on-site, within the trail corridor, by pulling in the overburden created from tires without disturbing or excavating below natural grade. Generally, armoring may require rip-rap or #4 RR ballast stone, some may require geotextile or geogrid; coordinate specific materials with Inspector. All fill material shall be well-compacted.

Most of the existing grade dips were cleaned and restored in March 2010. Therefore cleaning and restoration of existing grade dips will be minimal, in general. Review ALL existing grade dips and, if necessary, clean, grade to drain, remove any obstacles that prevent or block drainage at any point on the grade dip (pay close attention to the grade dip termination points, where brush, debris, soil, etc.

tend to accumulate. Assure complete drainage off trail into lead off ditches, ravines, etc.).

Station Maintenance Need Point of Interest

Notes or Photo

0+00

Flatwoods parking area.

Begin filling/armoring eroded trail with suitable material, fill/armor and compact incised trails, typical.

Falls Dam Trail, Uwharrie National Forest Page 2

1,2, 1+15

End fill/armor eroded trail

3,4 1+23 Exist. grade dip-right

2+12 Exist. GD- right

Direct drainage from 2+27 to 3+28, incised bedrock trail, to this outlet.

2+27 Begin incised trail to bedrock

Falls Dam Trail, Uwharrie National Forest Page 3

3+28 End inc. trail to bedrock.

4+05 Exist. GD-Left

4+32 Begin incised trail to bedrock

5+20 End incised trail to bedrock

5+20 Begin wet creek crossing Armor approaches at/above high water mark w/geo-grid & riprap.

5+50 Clean out Non-functioning CMP culvert

5+75 End wet creek crossing

5+93 Fill/armor and compact graded dips, where necessary, to improve drainage

Note: Harden: compact grade dip and berm to stabilize, create positive drainage.

6+00 Begin incised trail to bedrock Direct drainage from incised bedrock trail to grade dip.

6+90 Exist. GD-R Direct drainage from incised bedrock trail to this outlet.

7+73 Exist. GD-R End incised trail

8+59 Exist. GD-R

9+24 Exist. GD-R

Falls Dam Trail, Uwharrie National Forest Page 4

9+30 Begin slightly incised-fill/armor and compact

Trail restoration to spec. May need to import suitable fill/armor material. Direct drainage toward grade dips.

10+17 End fill/armor and compact

10+38 Remove berm to allow standing water to flow to previous grade dip-right.

Fill hole.

11+48 Remove berm at crest of hill and use soil to fill the incised trail at 9+30, then armor

11+60 Begin wet tread. Super-elevate trail to drain left.

11+95 End wet tread

12+70 Wet tread , super-elevate to drain left

13+00 End wet tread

13+07 Clean out existing CMP pipe and inlet area.

13+21 Exist. GD-L Direct drainage from berm at 14+52 to grade dip at 13+21.

De-berm and outslope to establish positive drainage.

14+52 Exist. GD-L

14+56 Begin incised tread, eroded in the center of trail

Fill/armor and compact per trail restoration spec. De-berm & outslope to establish positive drainage.

15+35 End incised tread De-berm & outslope to establish positive drainage.

Falls Dam Trail, Uwharrie National Forest Page 5

15+57 Existing CMP culvert- clean out

Clean out pipe and inlet area where sediment has accumulated.

16+20 Exist. GD-L Remove blockage at end of grade dip where soil has accumulated to form a berm. In general, de-berm & outslope to establish positive drainage.

17+63 Exist. GD-L De-berm & outslope to establish positive drainage.

19+03 Construct grade dip-left

19+13 Begin rocky tread, close user by-pass on left. When available, use on-site soil and rock (within trail corridor) to block trails to be closed, typical.

19+85 Exist. GD-L

20+70 Construct GD-L

21+27 Restore GD-L

21+76 End rocky tread

22+16 Restore GD-L

23+33 Exist. GD-L

23+45 Begin wet tread. Use overburden to fill, then armor. Close user by-pass on left. Move trail upslope

Establish positive drainage. May be necessary to import suitable material.

24+64 End wet tread. COGDL Knock down “berm” at end of grade dip run-out

Falls Dam Trail, Uwharrie National Forest Page 6

25+24 Ref: Crest of hill

26+09 Clean Out GD-L Grade dip must drain. Slope out at a minimum 3%, remove “berm” and accumulated vegetation, logs, etc. at end of dip run out.

27+00 Begin deep ruts, rebuild GD- L. fill/armor below to elevate tread enough to get another

GD-L

De-berm & outslope to establish positive drainage.

27+72 GD-L- see notes at 27+00

28+00 Mudhole with standing water. Drain and fill/armor.

Establish positive drainage.

29+40 Construct GD-L De-berm & outslope to establish positive drainage.

31+17 COGDL (clean out grade-dip left) to drain

De-berm & outslope to establish positive drainage.

32+00 COGDL – to drain De-berm & outslope to establish positive drainage.

33+19 COGDL – to drain

34+08 Exist. GD-L

34+42 Wet area, standing water, drain and fill/armor to establish positive drainage.

35+50 COGDL – to drain

36+72 Wet, fill/armor to establish positive drainage.

Photo represents typical wet area to drain and fill/armor.

Falls Dam Trail, Uwharrie National Forest Page 7

38+87 COGDL Grade to drain, clear logs, debris, etc. at end of grade dip run-out

40+48 Begin large mudhole, drain, fill/armor. Close user bypass to left. Install a new, approximately 48-inch diam.

x 40-ft. long culvert for stream, generate fill from cut bank, then armor. This material will get elevation for the pipe as well as provide fill for the large mud puddles in the trail, then armor. Install grade dips on both sides of crossing.

Existing pipe location for a stream crossing. The trail is low for this stretch of trail and has been flooded. Areas adjacent to the trail have been restored and access to them prevented using fencing.

41+51 End mudhole.

41+92 Construct GD-R. Begin rocky trail, incised to bedrock

Direct drainage from incised bedrock trail to appropriate drainage outlet.

42+92 Clean out GD-R Fill , grade to drain. Grade dip must drain. Slope out at a minimum 3%

43+77 Exist. GD-R

44+97 Exist. GD-R Clear brush from end of grade dip run out

46+11 Exist. GD-R Clear log from end of grade dip run out

46+83 Exist. GD-R

Falls Dam Trail, Uwharrie National Forest Page 8

47+63 Exist. GD-R

48+34 Clean out – GD-R

49+28 Exist. GD-R

49+86 Clean out – GD-R

50+13 Begin wet area, drain and fill/armor to establish positive drainage

50+78 Center of natural drainage

51+20 End wet area, drain and fill/armor to establish positive drainage

51+53 Clean out – GD-R

53+12 Begin large mudhole.

Replace existing pipe with 24-inch pipe, placing stone over pipe installation. Drain.

Install new 24-inch pipe at second crossing (approx. Sta.

55+53), place stone over pipe installation.

Fill/armor/compact with suitable soil (onsite and/or imported, as necessary), armor with geo-grid and riprap to a depth satisfactory to stabilize and establish positive drainage (typical), to Sta. 54+80.

Note: rebuild fence

12 -This is a low area with two stream crossings. One crossing is a pipe that is washed so that it is exposed above the trail surface. The other flows across the trail. Users have created

Falls Dam Trail, Uwharrie National Forest Page 9

Close user trail left numerous holes in the adjacent flats.

54+80 End large mudhole.

56+44 Exist. GD-R

57+40 Exist. GD-R

58+56 Exist. GD-R

59+67 Exist. GD-R Grade to drain

60+57 Exist. GD-R

61+18 Exist. GD-R Grade to drain, remove brush at end of dip run-out

61+33 Begin large rock outcrop in center of trail

Restore tread where possible, establish positive drainage.

Falls Dam Trail, Uwharrie National Forest Page 10

61+80 End large rock outcrop.

62+39 Exist. GD-R Grade to drain

63+32 Clean out-GD-R

64+07 Wet, Drain.

Fill/armor/compact with suitable soil, establish

64+52 Clean out-GD-R

65+37 COGDR Grade to drain

66+20 COGDR Grade to drain

66+55 Ref: Apex of banked turn

67+09 Exist. GD-R

67+98 Exist. GD-R

69+10 Construct GD-left

70+09 Exist. GD-L

71+21 Exist. GD-L

71+97 Exist. GD-L

72+97 COGDL. Begin eroded tread, Fill/armor, trail restoration

73+18 Close user trail left

73+73 End eroded trail

Falls Dam Trail, Uwharrie National Forest Page 11

74+11 Exist. GD-R

74+70 Exist. GD-R

75+84 Exist. GD-L

76+15 Close user trail on left

76+63 Reconstruct GD-left Grade to drain

77+91 Exist. GD-L

79+01 Exist. GD-R

79+72 Exist. GD-R Grade to drain

80+52 Exist. GD-R

81+16 Exist. GD-R

81+84 Exist. GD-R Remove berm at end of dip run-out

81+93 Optional Item: Station 81+93 to Station 83+51 – Difficult area to repair/maintain. This 158 LF shall be priced and bid as an optional item. See the Schedule of Items; Separated as Optional Item.

Materials per Inspector/COR approval.

Establish one stable trail with moderate difficulty and re-establish positive drainage.

Close off old user trails.

Falls Dam Trail, Uwharrie National Forest Page 12

83+51 End outcrop, Optional Item

83+76 Existing grade dip left. Clean run out ditch and direct water to downslope

84+60 Exist GD-L

85+63 Reconstruct GD-L

86+55 Wet,standing water, Fill/armor/compact with suitable soil, establish positive drainage. Install GD

Punch berm and install drainage channel at approx. 87+50 to establish positive drainage, drain trail in this area.

88+17 Begin large mudhole.

Fill/armor/compact with suitable soil, establish positive drainage.

15, 90+81 Grade dip-right, dig out, restore, runout ditch Grade to drain

91+67 Begin large deep standing water. Fill hole, improve run-

Build up trail in this area and install grade dips and lead off ditches to divert water from built-up trail. Grade to drain.

Falls Dam Trail, Uwharrie National Forest Page 13 out ditch to drain

92+41 End of standing water.

93+48 Reconstruct Exist. GD-R

95+15 Begin standing water, Fill/armor/compact with suitable soil (onsite and/or imported, as necessary), armor with geo-grid and riprap to a depth satisfactory to stabilize and establish positive drainage (typical) to Sta. 95+80. Remove overburden and improve run out ditch.

95+80 END WORK HERE.

(End of standing water in wet season)

The remainder of the trail-log for reference only.

Reference- parking area on right

98+00 Reference: Large 30’ diameter “pond” at top of hill. Parking area on right and left.

Art Lilly Campsite and Falls Dam Parking

Falls Dam Trail, Uwharrie National Forest Page 14

100+26 Ref: Trail/road to parking area merge together. Begin gravel two track road with vehicle use

120+00 Two track road continues

147+84 End of trail/ gravel road

Picture of sign

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 1

Trail Log – Rocky Mountain Loop OHV Trail, Uwharrie National Forest

Inspection Date : Jan. 4, 2010

Inspector Name: Eric Johnson, Bruce Lowe

Length: 2.8 miles

Trail Class: 3

Designed Use: OHV

Average Width: 6’

Surface: Eroded soil, rhyolite and red clay, rocky

The trail begins and ends at a parking area and looks to receive heavy use from OHV traffic. There is severe erosion in some locations, use outside of the established trail right of way creating additional resource damage. Importing material will be necessary to fill/armor in the extreme deep eroded tracks.

Trail abuse has caused the use of barricades such as highway guardrails that inhibit OHV’s from leaving the trail. Generally, armoring may require rip-rap or #4 RR ballast stone, some may require geotextile or geogrid; coordinate specific materials with inspector. All fill material shall be well-compacted.

Special Resource Protection areas, identified in the trail log and on the map, will require minimal work.

No ground-disturbing activities shall take place on these segments unless specifically approved by the COR. Also, any work deemed necessary within these segments will require armoring (e.g., placement of geo-grid on existing grade, covered with a minimum of 4 inches of #4 RR ballast) and must be coordinated with and approved by COR.

Most of the existing grade dips were cleaned and restored in March 2010. Therefore cleaning and restoration of existing grade dips will be minimal, in general. Review ALL existing grade dips and, if necessary, clean, grade to drain, remove any obstacles that prevent or block drainage at any point on the grade dip (pay close attention to the grade dip termination points, where brush, debris, soil, etc.

tend to accumulate. Assure complete drainage off trail into lead off ditches, ravines, etc.).

Station Maintenance Need Point of Interest

Notes or Photo

0+00

Intersection with Dutch John road. Assessment / Stationing proceed in a northerly direction (counter-clockwise around loop)

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 2

1+60 Gate. Begin standing water, super-elevate and in-slope to grade dip left – reconstruct this grade dip.

3+60 End of wet. Construct grade dip left

5+36 Clean out grade dip left

(COGDL)

6+51 Improve drainage to left De-berm & outslope to establish positive drainage, typical

7+70 COGDL Clean out grade dips as necessary, grade to drain, typical

8+68 COGDL

9+89 COGDL

10+70 COGDL

11+38 COGDL

12+23 Begin large mudhole.

Improve runout ditch, drain.

Fill/armor/compact with suitable soil (onsite and/or imported, as necessary), armor with geo-grid and riprap to a depth satisfactory to stabilize and establish positive drainage (typical).

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 3

12+90 End mudhole

13+33 COGDL

14+17 COGDL

14+93 COGDL

15+15 Begin creek crossing- armor Armor stream crossings at and above high water mark with geo-grid and riprap to a depth satisfactory to stabilize, typical.

15+65 End creek crossing, armor exit

15+75 Begin incised trail.

Reconstruct GD-L. Fill/armor and regrade the incised to direct water to the left and out to grade dips

16+18 Reconstruct grade dip left

17+24 End incised trail-crest of hill

19+20 Construct grade dip left

19+88 Improve the drainage at intersection with jeep trail

Punch berm, construct drainage channel, out slope tread to direct drainage to channel

20+56 Increase berm, fill/armor water hole and create positive dispersed, sheet flow drainage down-slope, avoid channelization

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 4

20+70 Begin incised trail to bedrock.

21+56 Clean out grade dip.

Drainage from 20+56 will re-enter trail at this grade dip.

Direct drainage from incised bedrock trail to outlet.

22+53 Clean out existing CMP

22+71 Drain and fill/armor mudhole

23+91 Reconstruct GD-L

25+92 COGDL

27+33 COGDL

27+55 Drain and fill/armor mudhole on left and close to traffic

See Trail Obliteration in Standard Drawings and Specifications

27+81 Begin incised trail to bedrock

28+35 End incised to bedrock. Clean out and regrade GD-L

Direct drainage from incised bedrock trail to outlet.

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 5

29+02 Begin creek crossing. Existing corduroy. NO WORK HERE, 29+02 to 29+45. Leave corduroy in place, no armoring of approaches required. This is the site of a proposed bridge installation, under separate contract.

29+45 End creek crossing

29+62 Gate

29+94 Centerline of Dutch John Rd.

30+23 Gate

31+19 GD-R. improve and lengthen runout ditch to direct water to natural drainage

The area to the right of the trail is flat. Several grade dips take water to the right but water drains back to trail below.

Extend runout ditches from ALL grade dip so that they will

31+82 GD-R. improve and lengthen runout ditch to direct water to natural drainage drain all the way to the natural drainage swale and not re-enter trail at lower elevation.

32+47 GD-R. improve and lengthen runout ditch to direct water to natural drainage

Construct drainage channel, as necessary, to drain to natural drainage.

33+84 GD-R. improve and lengthen runout ditch to direct water to natural drainage

Construct drainage channel, as necessary, to drain to natural drainage.

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 6

34+92 GD-R. improve and lengthen runout ditch to direct water to natural drainage

Construct drainage channel, as necessary, to drain to natural drainage.

37+06 Fill/armor to elevate tread enough to achieve drainage to GD-L

38+81 COGDL

39+10 Begin fill/armor, elevate tread to get a grade dip left at 39+70

40+15 End of fill/armor

41+15 Reconstruct GD-L

41+50 Begin armor crossing. Dig out silt, add clean stone to allow for drainage, improve run-out ditch and user trail to right.

Ref: user trail to right.

42+60 End large water hole

43+10 COGDR

43+74 COGDR

44+47 COGDR

44+96 COGDR

45+65 COGDR

46+26 COGDR

47+45 COGDR

48+34 COGDR

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 7

49+52 COGDL

50+57 COGDL

51+22 COGDL

52+12 COGDR

53+05 Clean out, restore GD-R.

Begin deep incised trail at GD -6’ deep.

Improve runout ditch, drain.

Fill/armor/compact with suitable soil (pull in shoulders to use onsite fill and/or import, as necessary), armor with geo-grid and riprap to a depth satisfactory to stabilize, outslopes, and establish positive drainage (typical).

Close detour, user trail on left.

Add fill, grade dips, as necessary, in this area to establish positive drainage.

8,9 53+92 Reconstruct GD-R punch thru berm and continue armoring Tread restoration via compacted fill/armor is required, re-establish positive drainage.

54+50 Reconstruct GD-R punch thru berm and continue armoring

Note: Downslope side of GD needs to be extended, regraded due to existing dangerous steep grade with a 4-ft drop.

55+03 Reconstruct GD-R

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 8

55+93 Construct GD-R. Begin reroute to the left using existing user reroute to avoid large rock outcrop. Close trail –right. Or pull in shoulders to fill, install grade dips and lead-off ditches, and armor. Coordinate prescription with inspector.

56+95 End reroute and deep incised trail Note: from 53+05-56+95 a large amount of material will be needed to fill/armor.

58+05 COGDL

59+10 Construct GD-R

59+93 COGDR

61+07 COGDR

61+71 Reroute trail to user trail to avoid large outcrop and close main road to left. Coordinate

62+04 Construct GD-R

62+80 Improve GD-R. extend lead-off ditch to cross user trail.

Note: user trail re-enters main trail

63+43 Restore GDR

64+57 COGDR

65+63 COGDR

66+80 COGDR

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 9

67+62 COGDR Clear off logs from end of GD

68+38 COGDR

69+22 COGDR

69+95 COGDR

70+71 Intersection with sawmill trail

71+33 Reconstruct GD-R

71+52 START SPECIAL RESOURCE

PROTECTION – SEGMENT 1

From Station 71+52 to Station 74+49, SPECIAL RESOURCE PROTECTION. Some armoring for OHV trails in these areas may be necessary and shall consist of placement of geo-grid on existing grade, and covering with a minimum of 4 inches of #4 RR ballast. On wet soils an additional layer of geo-textile fabric shall be placed below the geo-grid. No excavation of existing tread is allowed. Start/end locations of resource protection area are approximate;

coordinate this work with Inspector/COR.

72+82 Exist -GDR

74+96 Exist -GDR

74+49 END SPECIAL RESOURCE

PROTECTION – SEGMENT 1

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 10

76+02 COGDR

77+45 COGDR

78+38 COGDR

79+26 COGDR

80+34 COGDR

81+12 Construct GD-R

81+80 START SPECIAL RESOURCE

PROTECTION – SEGMENT 2

From Station 81+80 to Station 89+26, SPECIAL RESOURCE PROTECTION. Some armoring for OHV trails in these areas may be necessary and shall consist of placement of geo-grid on existing grade, and covering with a minimum of 4 inches of #4 RR ballast. On wet soils an additional layer of geo-textile fabric shall be placed below the geo-grid. No excavation of existing tread is allowed. Start/end locations of resource protection area are approximate; coordinate this work with Inspector/COR.

82+84 Exist GDR

83+88 Exist GDR

86+05 Exist GDR

89+26 END SPECIAL RESOURCE

PROTECTION – SEGMENT 2

89+30 Begin incised tread, fill/armor

90+13 End incised tread. COGDR

91+03 Construct GD-R

91+26 Remove non-functioning grade dip, NFGD

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 11

94+22 Construct GD-R

Note: at top of Mtn. close eroded trail to right.

95+53 Construct GD-L.

96+55 Construct GD-R

97+05 Construct GD-R

97+58 Construct GD-R

98+11 Construct GD-R

99+30 Regrade intersection with old road and construct GD-R

99+90 Construct GD-R

100+96 Construct GD-R

101+71 Reconstruct GD-R

102+15 Water hole- install lead-off ditch, fill/armor. Close or reroute to the left.

102+54 End of water hole. Construct

GD-R

103+25 Construct GD-R

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 12

103+77 COGDR

104+31 Begin relocation to existing user trail on the right. Close old main trail. Build large GD- R to drain both trails-approx.

50’ length. Coordinate

12,13,14 104+67 Lead-off ditch from new 50’

GD/berm

105+16 Construct GD-R

105+56 Construct GD-R

106+15 Construct GD-R

106+50 End relocation from 104+31.

107+23 Construct large GD-R- approx 25-30’ length. Close user trail on right with berm.

108+00 Construct GD-L

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 13

108+25 Begin deep incised trail

108+95 COGDR

109+65 COGDR

110+18 COGDL

110+54 COGDL

111+48 Remove berm at trail on right. Use soil to construct

GD-L.

112+25 COGDL

113+42 Fill/armor eroded ditch

114+26 Water hole. Fill/armor and re-grade to get positive drainage

115+71 Construct GD-R

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 14

116+56 Remove existing corduroy;

Install 36-inch squash pipe.

Large amounts of fill will be required to build up to the pipe on either side. Fill material will need to be imported. Armor approaches at/above high water mark w/geo-grid & riprap.

117+39 Reconstruct GD-R

120+04 COGDR

121+00 Construct GD-R

122+42 Water hole. Drain, fill/grade/armor for positive

123+70 Begin mudhole. Drain, Fill/armor/compact with suitable soil (onsite and/or imported, as necessary), armor with geo-grid and riprap to a depth satisfactory to stabilize and establish positive drainage (typical).

Grade for drainage to left:

Install grade dip left, install drainage channel left.

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 15

124+70 End of mudhole

125+78 COGDL

127+14 COGDL

127+55 Close user trail left

128+00 COGDR

128+38 COGDR Direct drainage from 128+70, incised bedrock trail, to this outlet.

128+70 Incised trail to bedrock

129+07 Reconstruct GD-R

129+50 Water hole- Drain, fill/armor, for positive drainage

129+80 Existing HDPE. Armor over the top. Clean out ends if necessary.

Armor approaches Remove discarded CMP pipe to right of trail.

130+34 End armor. Begin fill/armor and Construct GD-L

131+15 Continue fill/armor and reconstruct GD-L

132+05 Continue fill/armoring

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 16

132+94 Continue fill/armoring

133+73 Continue fill/armor and construct GD-L

134+39 Construct GD-L. Begin fill/armor of deep ruts

135+19 Ref: End of deep ruts.

135+30 Construct GD-L

136+24 Construct GD-L

137+55 Reconstruct GD-L

138+73 Relocate trail to existing user trail on right. Drain large water hole.

140+45 Large water hole- Drain, fill/armor, for positive drainage

Punch berm, drain left

141+63 COGDL

142+34 COGDL

142+75 COGDL

143+28 Construct GD-L. Fill/armor deep ruts

143+78 End of fill/armor

144+36 COGDL

144+72 Fill/armor deep ruts

145+16 Reconstruct GD-R

Rocky Mountain Loop OHV Trail, Uwharrie National Forest Page 17

146+00 Construct GD-L

146+75 COGDL

148+06 End of trail at FS gate

Morgan Trail, Uwharrie National Forest Page 1

Trail Log – Morgan Trail

Inspection Date : 12-15-09

Inspector Name: D.Stutzman

Length: Work to be performed on 1.6 miles

Trail Class: 3

Designed Use: Horse

Average Width: 3 ft

Surface: native soil

Wilderness Trail: No

There is a trail segment of 484 ft. (Station 56+56 to Station 61+40) for which no work is included in this contract. This is a special resources avoidance area as shown on the trail map. The location of this excluded section is noted in the trail log.

Station Maintenance Need Point of Interest

Notes / Photos / Reference points

00+00 Start of Morgan Trail @ 01+24 on Burl Tree Way Trail – Start incised tread - 24% down grade.

Re-grade, fill, compact, establish positive drainage on incised areas of trail (typical)

00+41

End incised tread

Picture looking back up grade

Morgan Trail, Uwharrie National Forest Page 2

00+60 to 01+05

Incised tread on side hill.

Re-grade & restore positive drainage (typical)

See Existing Trail Restoration drawings and specification

01+25 Incised w/roots @ start of cabled puncheon crossing of stream

01+45

01+55

Puncheon at stream crossing – Remove puncheon & armor per specification, “Armored Crossing for Horse Trails”

02+06

03+61

Incised tread Install aggregate fill to cover roots interior of the incised tread, re-grade & establish positive drainage

Typical for incised trail

03+79 Remove Blow-down Still incised

Morgan Trail, Uwharrie National Forest Page 3

03+97 Start 20% uphill grade Still incised 04+49 Turnpike over root, Turnpike Type 1, aggregate fill, constructed without geo-textile (due to roots) – Remove hazard tree

End incised tread. Large root Typical: Compacted aggregate in turnpike construction away from streams (>50 ft) can be constructed with NCDOT ABC stone.

04+59 to 05+60

Trail restoration: Re-grade and remove roots, fill voids as needed – install positive drainage

Incised tread

05+75 to 06+88

Trail restoration: Re-grade and remove roots, fill voids as needed – install positive drainage

Incised tread

07+06 to 07+85

Trail restoration: Re-grade and remove roots, fill voids as needed – install positive drainage

Incised tread

08+06 to 08+65

Trail restoration: Re-grade and remove roots, fill voids as needed – install positive drainage

Reference: cross old skid trail Incised tread

08+80 Establish positive drainage at top of grade & at bottom of grade

Start downhill grade

09+10 to 09+53

Establish positive drainage

– remove hazard tree @ end of incised tread

Incised tread

09+63

09+76

Armor per specification, Stream crossing - Armor per spec

Morgan Trail, Uwharrie National Forest Page 4

09+96

10+09

Re-grade & establish positive drainage

Incised tread

10+20 to 10+49

Re-grade & establish positive drainage

Incised tread

10+49 to 19+00

Fill/re-grade – establish positive drainage – remove hazard tree left @ 12+28

Incised tread. Trail starts uphill grade –Reference: cross old closed road at 16+46 - end of incised trail

19+75 to 20+30

Re-grade & establish positive drainage

Incised tread

20+89t o 22+70

Re-grade & establish positive drainage – remove blow down. Braided trail, Re-establish original trail.

Remove blow down

Braided trail at blow down.

See Trail Obliteration of Abandoned Trailways drawings and specifications for user trail closings, typical.

22+71 Restore original trail to right – close trail to left

Braided trail

Morgan Trail, Uwharrie National Forest Page 5

23+35 Crossing of OHV Trail #

23+35

24+02

Close social trail and restore original trail.

Social trail takes off below OHV Trail & crosses stream, as that is straight across OHV trail.

24+43 Remove existing 36-inch CMP and armor crossing per “Armored Crossing for

24+65 Close social trail Social trail on left

24+65

Re-grade & cover roots with aggregate & establish positive drainage. At 27+70, trail splits; close left. At 27+80 cross wet weather stream, armor per

Morgan Trail, Uwharrie National Forest Page 6

32+86 “Armored Crossing for Horse Trails”. Establish positive drainage at 29+50

32+86

32+99

Armor per “Armored Crossing for Horse Trails”.

Stream crossing

32+99

36+19

Re-grade & establish positive drainage at 34+55. Remove blow down & restore trail to right & close trail to left at 35+60. Remove blow down

Incised tread

36+19 to 38+39

Close original trail.

Restore alternate, user trail, to left. Remove blow down at 38+13

Trail splits. Original trail to right is a large mud bog directly adjacent stream. User trail to left is superior route, until it also enters mud bog. See approximate location of re-route on trail map.

38+39 Closed original trail. At location where restored User Trail enters large mud bog: Install Turnpike Type 2 over mudhole.

Original trail enters at right.

Restored User Trail enters large mud bog next to stream.

Turnpike Type 2 w/#4 RR ballast underneath geotextile later; w/ compacted NCDOT ABC stone above. See Standard Specifications and Drawings.

38+39

38+85

Continue Installation - Turnpike Type 2

Mud bog

38+86 Remove Hazard tree right 38+86 Close Social trail to right Social trail - leads to stream crossing 38+90t Turnpike Type 1 or Type 2 Mud bog

Morgan Trail, Uwharrie National Forest Page 7 o 39+15

(varies), continue from 38+39 to 43+64.

Turnpike type varies, ballast under geotextile will not be required in good, dry soils. Framing will not be required on incised trails (typical)

39+15 to 40+05

Re-grade & establish positive drainage – remove small tree, right, to open tread to designed width

Incised tread

40+05 to 41+30

Re-grade & establish

Muddy tread

41+50

42+04

Re-grade & establish positive drainage

Incised tread

42+18 to 42+33

Re-grade & establish positive drainage

Incised tread

42+33 to 43+64

Re-grade & establish positive drainage & remove PVC pipe

Mud bog

43+64 to 43+80

End Turnpike. Armor both approaches per “Armored Crossing for Horse Trails”.

Stream crossing

44+10 to 45+00

45+00 Re-grade & establish positive drainage. Close steeper braided trail, left.

End incised tread @ FS RD 553

Morgan Trail, Uwharrie National Forest Page 8

45+00 Crossing of FS RD 553

Looking back to incised tread

45+30

45+60

Re-grade & establish positive drainage

Incised tread– missing Carsonite Wand

45+99 to 46+18

Re-grade & establish positive drainage

Incised tread

46+18 to 47+47

Re-grade & establish positive drainage . Install Turnpike Type 1

47+47 Re-grade & establish Incised tread

Morgan Trail, Uwharrie National Forest Page 9

48+05 positive drainage; trail splits – close trail to right;

Remove blow down @ 47+71 & 47+90

48+05 to 51+20

Re-grade & establish positive drainage. Install Turnpike Type 1. Close trail to right; fill hole right at 50+46. Close trail right at 50+70

51+38 to 51+60

Re-grade & establish positive drainage

Muddy tread

51+79 Remove Blow down 52+13 Remove puncheon & armor per “Armored Crossing for Horse Trails”.

Morgan Trail, Uwharrie National Forest Page 10

52+45

53+00

53+15 to 53+30

Re-grade & establish positive drainage

Incised tread

53+38 to 54+82

Close trail left – use trail on right; establish positive

55+35 Cross OHV Trail #92 55+60 to 59+35

Re-grade & establish positive drainage

Remove Hazard tree right at 59+35

Morgan Trail, Uwharrie National Forest Page 11

59+50 Close Social trail right 56+56 to 61+40

NO WORK IN THIS

AREA

This is a Special Resource Avoidance Area. Not included in Contract. See Trail Map.

61+40 to 64+08

Re-grade & establish positive drainage

Incised tread

64+46 to 65+50

Re-grade & establish positive drainage

Incised tread

65+70 Crossing OHV Trail # 96-A

Looking back from road

Morgan Trail, Uwharrie National Forest Page 12

65+70 Crossing OHV Trail # 96-A

65+87

66+40

Re-grade & establish positive drainage

Incised tread

66+70 to 69+07

25-30% up slope tread. A lot of roots.

From Sta. 66+70 to Sta.

69+07: Fill trail with well-compacted aggregate, install grade dips in filled trail.

Materials per Inspector/COR approval.

Recommended fill materials:

Base:6-inches - #4 RR Ballast, compacted.

Surface: 4-inches 3/8-inch minus crushed stone

66+70

69+07

25-30% up slope tread–

Morgan Trail, Uwharrie National Forest Page 13

69+07

71+60

Re-grade & establish positive drainage; remove hazard tree right @ 70+06

Incised tread

71+73 to 71+90

Re-grade & establish positive drainage

Incised muddy tread

71+95 to 76+38

Re-grade & establish positive drainage

Incised tread

76+84 to 77+80

Re-grade & establish positive drainage; Remove hazard tree left

Incised tread

77+80 to 79+03

Re-grade & establish positive drainage

Steep – 27% incised tread

79+03 Re-grade & establish positive drainage

Muddy incised tread – less steep

79+75 to 80+67

Re-grade & establish positive drainage; Remove hazard tree right

Incised tread

80+67 to 86+70

Re-grade & establish positive drainage

Muddy incised tread

86+70 to 89+15

Optional Item:Steep 30% incised tread – Difficult area to repair/maintain.

Separated as Optional Item. A heavy, well-compacted stone fill with

This 245 LF shall be priced and bid as an optional item. See the Schedule of Items.

Morgan Trail, Uwharrie National Forest Page 14 innovative drainage, stabilization techniques will be required.

Materials per Inspector/COR approval.

End Optional Item

89+15 Drainage ditch @ FS RD 553. No Carsonite wand on this side of road

89+50 Opposite side of FS RD

90+87

TO

91+00

Stream crossing Armor per spec. armor per

Horse Trails”.

91+13 End of Morgan Trail Junction with Glider and Berner Trail

River Trail, Uwharrie National Forest Page 1

Trail Log – River Trail

Inspection Date : 11-13-09

Inspector Name: D.Stutzman

Length: Work to be performed on 1.3 miles beginning at station 115+99

Overall River Trail length is 3.6 miles. There is a trail segment of 1,326 ft. (Station 177+12 to Station 190+39) for which no work is included in this contract. This is a future relocation segment and it is shown on the trail map. Beginning and ending points, as well as landmark references, for this excluded section are given in the trail log.

Trail Class: 3

Designed Use: Horse

Average Width: 3’

Surface: native soil

Station Maintenance Need -Point of Interest

Notes / Photos / Reference points

115+99 Jct with Burl Tree Way Trail

116+54 Remove all blow downs;

Establish one trail and restore dry tread, see Trail Obliteration Dwg./Spec. (typical)

First blaze since 105+62 - end muddy - no blazes –braided – blow downs.

119+13 to 120+36

Establish one trail and restore dry tread – remove blow downs

Braided – low lying – blow down

121+39 Remove blowdowns, typical. 3 blowdowns

River Trail, Uwharrie National Forest Page 2

122+27

123+82

Establish single trail Braided tread Establish single trail

124+52 to 125+02

Install Turnpike Type 1 with ditching, where required, to drain turnpike. Throughout trail, many sections will require Turnpike Type 1 (w/compacted aggregate) or a raised, crowned tread section* constructed with w/compacted, suitable on-site and/or imported soil)

Very wet tread

*See Existing Trail Restoration for Flat Slopes in Standard Drawings and Specifications

125+07 to 126+88

Close left tread and re-establish original tread to right.

Braided trail.

127+07 to 127+79

Install Turnpike Type 1, without geotextile layer, to cover roots

Compacted soils – roots

127+85 to 128+33

Remove blowdowns. Fill with suitable soils (on-site and/or imported), establish positive drainage, typical.

Mud hole & blow downs

128+47 to 130+22

Fill, establish positive drainage. Incised tread/muddy

129+32 Ref: Old road bed.

130+40 to 132+45

Establish positive drainage Start 15% grade up

River Trail, Uwharrie National Forest Page 3

132+89 Reference - Sign @ FS 555

133+10 Reference C/L FS 555

133+93

137+33

Pull in side slopes to fill incised tread and re-establish positive drainage. Additional imported fill may be required, typical.

Start incised up steep grade on old road bed, off FS 555

137+40 to 139+07

Start grade down – still on old road bed

139+45 to 139+90

Fill mud holes and re-establish positive drainage

2 mud holes

140+07 to 142+10

Incised Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

142+34 to 144+01

Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Fill incised tread and re-establish positive drainage

River Trail, Uwharrie National Forest Page 4

144+55

144+68

Stream Crossing – Armor approaches on both sides of stream per specification, “Armored Crossing for Horse Trails “

144+68

154+61

Establish drainage and re-establish tread

Incised with stream running down multiple treads

154+86 C/L FS 576

155+09 to 158+27

157+45 Braided trail – re-establish original to right

Incised

See Standard Drawings and Specifications for Trail Obliteration

158+27 to 158+98

Incised - Pull in side slopes to fill incised tread and re-establish positive drainage

159+09

Incised - Pull in side slopes to fill incised tread and re-establish positive out-sloped

River Trail, Uwharrie National Forest Page 5

160+70 tread

160+70 `Reference – Junction w/Wren Trail

160+16

163+62

Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Incised

163+62 Reference – Carsonite wand

163+79 C/L FS544

River Trail, Uwharrie National Forest Page 6

164+53 Reference – Carsonite wand

165+03

169+00

Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Incised roots

169+67 to 170+16

Incised Ref: Dry stream crossing

170+29 to 171+16

Dry stream crossing - pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Incised – roots

171+19 to172+12

De-berm, add positive drainage

172+54

172+97

Dry stream crossing - pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Incised

173+12 Remove Hazard Tree

173+45 to 173+94

De-berm, add positive drainage

River Trail, Uwharrie National Forest Page 7

173+99

174+57

Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Incised

175+85 to 177+11

Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Incised

177+12 END WORK: BEGINNING

OF EXCLUDED SEGMENT

181+12 REFERENCE: C/L FS 544

181+35 REFERENCE – Carsonite wand

183+41

183+74

REFERENCE: Stream Crossing

River Trail, Uwharrie National Forest Page 8

190+39 BEGIN WORK – END OF

EXCLUDED SEGMENT

190+39

190+55

Incised Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

190+86 to 190+99

Incised down to stream crossing Armor per spec

191+09 Stream crossing – to deep to measure

Armor per spec

191+39 to 199+54

Incised @ stream crossing Pull in side slopes to fill incised tread and re-establish positive out-sloped tread – armor stream approaches per spec

191+74 to 195+11

Pull in side slopes to fill incised tread and re-establish positive out-sloped tread

Incised and mud hole

195+31 Remove Blow down

195+48 to 195+66

Armor approaches on both sides of stream per specification, “Armored Crossing for Horse Trails “

195+88 to 195+96

Fill and establish positive drainage

Mud hole

195+97 to 197+60

Pull in side slopes to fill incised tread, out-slope and re-establish

Incised trail

River Trail, Uwharrie National Forest Page 9

197+60 End of trail at TR712

Todd Trail, Uwharrie National Forest Page 1

Trail Log – Todd Horse Trail , Uwharrie National Forest

Inspection Date : Jan. 8, 2010

Inspector Name: Eric Johnson, Bruce Lowe

Length: Total 2.1 miles –

Segment 1: 1.9 miles trail maintenance, Station 0+00 to 98+06;

Segment 2: 0.2 miles trail relocation, Station 98+06 to 107+85

Trail Class: 3

Designed Use: Horse

Average Width: 2 ft.

Surface: wet soils, rocky

Wilderness Trail: No

The beginning of the trail is accessed from trails leading to it off the forest road. The trail itself is a user developed trail and follows along ridges, streams and roadside. The surface is mostly incised and needs must be re-graded with grade dip installation and out-sloping to establish positive drainage. It does not appear to have heavy use. There is a short section of relocation that is flagged at the end point of the trail runs parallel to the the road right of way.

Contractor is required to restore / rehabilitate all other access trails used as access to point of beginning of Todd Trail.

Station Maintenance Need Point of Interest

Notes or Photo

0+00 Begin trail at intersection with Leslie trail.

Begin incised tread, Install Install Turnpike Type 1 with ditching, where required, to drain turnpike. Throughout trail, many sections will require Turnpike Type 1 (w/compacted aggregate) or a raised, crowned tread section, constructed with w/compacted, suitable on-site and/or imported soil)

Todd Trail, Uwharrie National Forest Page 2

1+42 End incised tread and turnpike. Install GD-L

1+59 Install timber riser stairway with cribbing, as needed, for excessively steep grades.

Spacing between risers stairs shall be 10 ft. minimum, typical.

2+06 End of timber riser stairway, begin armor crossing

2+27 End of armor crossing, begin timber riser stairway.

Install L-boxed cribbing where appropriate.

3+00 End of timber riser stairway.

3+67 Pull in berm and regrade for outslope

6+04 End of pull in berm. Begin armoring or hardening-tread is sidesloped, but muddy

Fill with suitable soils (on-site and/or imported), establish positive drainage, typical.

6+57 Continue hardening. Close user trail to right

See trail restoration drawings and specifications in Standard Specs/Dwgs

6+97 End of muddy section.

Construct GD-L

7+68 Construct GD-L

8+35 Construct GD-L

Todd Trail, Uwharrie National Forest Page 3

8+95 Incised, add compacted fill.

9+67 Continue filling and construct

GD-L

9+86 Continue fill and install timber riser stairway.

10+20 End fill and begin armor crossing of wet weather spring

Armor approaches on both sides of spring per specification, “Armored Crossing for Horse Trails “

10+63 End armor crossing.

Construct GD-L with armored runout

11+00 Construct armor GD-L

12+63 Begin to pull in berm and regrade for outslope

13+30 End pull in berm. Begin moving trail upslope 8’

15+00 End move trail upslope

15+30 Begin fill

15+75 End fill, begin timber riser stairway with cribbing, as required.

Todd Trail, Uwharrie National Forest Page 4

16+70 End of timber riser stairway, Begin fill

4, 18+30 End fill construct GD-L

19+05 Construct GD-L

19+20 Begin fill

19+65 End fill

19+89 Construct GD-L

20+30 Begin fill of incised tread

Todd Trail, Uwharrie National Forest Page 5

21+57 End of fill, construct GD-R

22+34 Construct GD-R. begin incised and muddy tread. Pull in overburden and restore tread, harden where necessary

22+75 End of incised muddy tread .

construct GD-R

23+35 Construct GD-R

23+97 Construct GD-R

24+45 Construct GD-R

25+09 Construct GD-R

25+93 Construct GD-R

26+71 Construct GD-R

27+42 Construct GD-R

28+04 Begin armoring/hardening of tread

28+35 End armoring

28+55 Begin armoring

28+88 Construct GD-R

29+12 End of armoring/hardening

29+18 Begin to pull in berm and regrade for outslope

29+54 Construct GD-R

Todd Trail, Uwharrie National Forest Page 6

29+78 Begin armoring of wet spring crossing

Armor approaches on both sides of wet spring per specification, 30+10 End of wet weather crossing and armoring. Begin timber riser stairway with cribbing as required.

31+07 End of timber riser stairway

31+10 Construct GD-L

31+45 Construct GD-L

32+01 Construct GD-L

33+45 Wildlife opening left

34+77 Construct GD-R

Todd Trail, Uwharrie National Forest Page 7

35+36 Construct GD-R

36+00 Begin hardening/armor

36+30 Begin incised tread and fill

36+73 End of incised tread.

Construct GD-R

37+50 Construct GD-R

38+40 Continue armor/hardening

38+90 End armor/hardening

39+98 Construct GD-R

40+63 Construct armored GD-R to catch and direct runoff from road

40+68 Begin incised tread, fill and compact

Note: road is 50’ left

41+15 End incised tread

41+17 Construct GD-R

41+58 Construct GD-R

Todd Trail, Uwharrie National Forest Page 8

42+14 Construct GD-R and begin incised tread

42+83 Roadside drainage is entering trail causing erosion. There is not enough grade to drain water from tread. Raise tread 1 ft.+ with compacted fill, from 42+70 to 43+20.

Armor tread w/ well-compacted aggregate: 6-inch layer of riprap; 4-inch layer #4 RR ballast; geotextile layer; 4-inch ABC stone.

Coordinate with Inspectors/COR re: materials.

43+15 Armored GD-R

43+50 Install 18-inch pipe. Begin 6 ft wide gravel on trail. Armor trail with compacted aggregate to define and stabilize from 43+50 to 45+83

Todd Trail, Uwharrie National Forest Page 9

10- Pic of Mocc. Rd 45+83 End gravel at intersection of

Badin Lake Rd.

47+10 Construct GD-R with long runout

47+64 Begin fill.

47+90 End fill

48+23 Centerline of creek. Armor approaches on trail crossing to the right. Direct traffic to blue flagging and close creek crossing to left.

48+46 Build armored grade dip with long run out.

Todd Trail, Uwharrie National Forest Page 10

48+94 Construct armored grade dip left with long armored run out.

49+41 Construct GD-L

49+86 Construct GD-R

50+52 Construct GD-R

50+80 Begin incised tread, fill

51+52 Construct GD-L continue filling incised tread

51+93 End filling of incised tread

52+15 Construct GD-R

53+14 Construct GD-R

53+65 Begin incised tread and fill

56+01 Construct GD-R continue fill

57+51 Construct GD-R continue fill

Todd Trail, Uwharrie National Forest Page 11

58+65 Construct GD-R continue fill

59+32 Construct GD-R continue fill

60+25 Close user trail left and redirect traffic to blazing

60+54 Build up and armor trail w/ compacted aggregate due to road runoff

60+88 Centerline of gravel log road

61+49 Edge of road and begin filling

63+35 Construct GD-R continue filling

63+76 Construct GD-L continue

64+15 End of filling. Begin armoring

64+52 End armoring/ hardening

64+35 Relocate trail to blue flagging upslope from the original trail. Close old trail.

65+11 Trail ties back on original green blazed trail and Begin fill of incised tread

66+01 End fill of incised tread

Todd Trail, Uwharrie National Forest Page 12

66+60 Construct GD-L

68+46 Spring seepage. Drain with geotextile and clean stone, cover with compacted fill.

69+85 Construct GD-R

70+96 Construct GD-R

71+27 Begin fill of incised tread

72+20 Continue fill of inc. tread

72+97 Construct GD-R. continue

73+76 Construct GD-R. continue

74+76 Construct GD-R. continue

75+44 Construct GD-R. continue

76+20 Intersection with Fraley Trail.

Continue filling

77+43 Continue filling.

77+65 End of fill

Todd Trail, Uwharrie National Forest Page 13

78+64 Close user trail left and redirect to green blazing

80+73 Begin water crossing armoring.

81+15 End armor. Remove existing Corduroy

81+25 End ex. Cord, to be removed.

82+04 Close user trail left

82+31 Construct GD-R begin fill of

82+95 Construct GD-L continue fill

83+50 Construct GD-R continue fill

84+16 Construct GD-R continue fill

84+74 Construct GD-R continue fill

85+27 Construct GD-L continue fill

86+91 Construct GD-L continue fill

87+83 Construct GD-L continue fill

Todd Trail, Uwharrie National Forest Page 14

88+59 Construct GD-L continue fill

89+03 Construct GD-R continue fill

89+80 Construct GD-L continue fill

90+85 Construct GD-L continue fill

91+80 End fill

94+64 Begin armor crossing Armor approaches on both sides of spring per specification, 94+84 End armor crossing

95+70 Trail enters log road and turns left. Gravel from this station to FS road 576

98+06 Intersection with FS 576, end gravel.

END SEGMENT 1

End trail maintenance work, begin trail relocation.

The proposed relocation of the trail begins here.

BEGIN SEGMENT 2

Re-route follows orange flagging at top of bank along roadside. Included in this work is the closing of the “old” Tony Trail in three locations. Tony Trail right, where re-location begins;

Tony Trail right, where relocaated trail intersects, and Tony Trail left, where “old” Tony Trail crosses FS 576 at approximate station 106+70 (reference below).

Note: At 97+30 trail intersects with Bates and Robbins trail marker.

Todd Trail, Uwharrie National Forest Page 15

106+70 Reference: Original green blazed trail enters FS 576 at HDPE culvert.

107+85 Reroute enters FS 576 and connects with Tony trail