Exhibit 4 - Rev Trail Logs Combined.pdf

Brown Mountain OHV Trail #3 Assessment Log 1

Brown Mountain OHV Trail #3 Assessment Log

Inspectors: Eric Johnson, Dwayne Stutzman Date assessed: January 30, 2010 Length: 2.2 miles Designed Use: Motorcycle Trail Class: Class 3 developed Average width: existing is 6’, design width is 3’ Surface: Eroded soil, clay and shale, rocky

This trail log illustrates items of work to be accomplished. The intent of the log is to give a description of the work, at a minimum; however it does not describe the full scope of the work nor identify every work item. Bidders must view the trail to assess full range of maintenance needs, access, and logistics of transporting imported materials. The Contractor shall maintain / improve the trail such that it conforms to current Forest Service standards. The primary goal of trail restoration is to establish positive drainage. Addition and restoration of grade dips are identified in the log at specific locations; however, it is expected that installation of many more grade dips will be required, over and above what is called for here. A minimum of 100 grade dips per mile is required.

Due to its use and location, many sections of the trail are incised. It contains grades of up to 35%. The soil is primarily decomposing granite with very little clay and therefore sandy in nature. The trail needs many grade dips, due to soil type. In areas fill and armoring material will need to be imported. The trail corridor needs clearing in places, with some hazard tree removal.

Areas with incised trail, restoration may include installing or enhancing s-curves to improve trail sinuosity to maximize positive drainage, reduce future erosion, and enhance user experience. A typical treatment of such segments may include filling the incised sections of trail in well-compacted lifts of suitable material and armoring with a compacted four-inch course of #4 RR ballast, or where possible shifting trail to alternate track and constructing new trail; then rehabilitating incised areas with lead-off ditches, check dams, and woody debris. To the greatest extent practical, solid bedrock surfaces, unsuitable for placement of fill materials, shall be made to drain to existing and/or new drainage features. Bid optional sections A & B fall into this category.

For armored approaches to stream crossings, armor both approaches at/above the high water mark with native or imported stone, as approved by inspector. Generally, armoring may require rip-rap or #4 RR ballast stone, some may require geo-textile and/or geo-grid;

coordinate specific materials with the Inspector.

Brown Mountain OHV Trail #3 Assessment Log 2

Close user trails, as indicated in the trail logs per ‘Obliteration of Abandoned Trailways’ specification. Place rocks, logs, branches, etc., to conceal the abandoned trailway and discourage future use.

The trail is severely braided (BRD) and eroded from station 64+40 to 78+76. In this section of trail, the optimal location is flagged in blue and recommendations are noted in the log. Where grade dips exist, they will be referred to in the log as rehab grade dip (RHGDL, RHGDR). Where grade dips need to be installed they will be referred to in the log as (GDL/GDR).

Station Comment Picture or Additional Comments

0+00 Stationing begins at centerline of

FS299

From station 0+00 to 13+75 is Bid Optional Section A

0+13 Carsonite

Brown Mountain OHV Trail #3 Assessment Log 3

0+43 Turn around area

1+25 GDL

1+38 Begin incise & 25% grade

2+18- 3+80

GDR(x4)

4+16 GDR

Remove water bar Photo looking back

Brown Mountain OHV Trail #3 Assessment Log 4

4+53- 5+25

GDR(x3)

5+54 GDL Long Run Out (LRO)

5+99 GDL

6+56 GDL

End of 25% grade

7+05 GDR

7+50 Begin BRD Trail. Close left. GDR

7+76 End of BRD Trail

Brown Mountain OHV Trail #3 Assessment Log 5

8+20 RHGDR. Close user trail Left

8+65 GDR

9+46 GDL

10+15 RHDGR

10+53 GDL

11+14- 12+35

GDR(x3)

12+50 BRD Trail Close Right

12+75 GDL

Brown Mountain OHV Trail #3 Assessment Log 6

12+90 Begin deep incise & 22% grade

13+75

GDR

End deep incise

End Bid Optional Section A

14+15 GDL BRD trail.

Close Right

14+40- 15+60

GDL(x4)

Brown Mountain OHV Trail #3 Assessment Log 7

15+85 Original trail goes through wet area on right. Drain wet area with knick and fill/armor, close user trail left

16+30 GDR

16+90- 18+32

GDL(x4)

18+78 BRD trail, close

Brown Mountain OHV Trail #3 Assessment Log 8

19+05 BRD trail.

Close right. Re-establish original trail to left which will involve removing Blow Downs

19+84 End of BRD trail

20+05 BRD trail.

Close right

20+23- 21+03

GDL(x3)

21+47 Drain & fill mud hole

21+98 GDL. Drain & fill mud hole

22+42- 23+47

GDL(x3)

24+33 GDR

Brown Mountain OHV Trail #3 Assessment Log 9

24+45 BRD trail.

Close left

24+84 GDR. End BRD

25+27- 26+23

GDR(x3)

26+51 GDL

27+18 Re grade GDL Photo looking back GDL is located just below apex of turn

Brown Mountain OHV Trail #3 Assessment Log 10

27+28 BRD trail.

27+47 GDR

27+65 Rock out crop.

Restore trail-left. Close section of trail-right.

Approximately 6 ft shift of trail to the left for a distance of about 20 ft.

28+00 GDR

28+23 Very rocky Representative photo

Brown Mountain OHV Trail #3 Assessment Log 11

28+50- 30+40

GDR(x4)

31+32 BRD trail.

31+61 GDL

Looking back from orig. trail

31+70 Remove 3 small trees & stumps

31+80 End BRD trail right

32+16- 32+88

GDL(x3) @32+44 BRD trail close right

Brown Mountain OHV Trail #3 Assessment Log 12

32+90 Begin out crop. Possibly move, split, or hammer some rock in order to re grade tread, consult with inspector.

33+28 End of out crop

33+89 Photo is representative of the rocky characteristics of this section of trail

33+93- 35+56

GDL(x4) @34+69BRD trail close right @35+30 Hazard trees left/right

Brown Mountain OHV Trail #3 Assessment Log 13

35+71 Begin reposition or remove rock and fill as needed.

36+04 GDL end of rock removal & fill

36+09 Remove stump and hazard tree

36+41- 39+50

GDL(x7)

40+30 Center line of creek. Armor approaches with rip-rap at/above the high water level. Photo looking back

Brown Mountain OHV Trail #3 Assessment Log 14

40+53 Begin 27% upgrade & super elevated turn. (Original trail goes left)

Regrade, drain, fill and armor as needed, minor shifts withing disturbed are may be possible

40+81- 41+25

GDL(x2)

41+40 large rock in upper leg of super elevated turn photo looking

41+56 GDL

Brown Mountain OHV Trail #3 Assessment Log 15

41+85 End of super elevated turn and 27%grade (Original trail merges.)

Photo looking back pointing to orig. trail

42+12 GDL

42+42 Begin BRD trail. Close left

43+04 End BRD trail.

GDR & begin severe incise

43+48 GDR

43+87 GDR. End severe incise

Brown Mountain OHV Trail #3 Assessment Log 16

44+34 BRD trail.

Close right. Re establish left to original trail location(blue flag line)

46+00 End BRD trail

46+29 Begin BRD

47+68 GDL. End BRD

47+99 Center line of creek crossing.

Armor approaches

49+20- 52+94

GDL(x5)

53+31 Begin BRD trail. Close left.

GDL

53+56 End BRD trail

Brown Mountain OHV Trail #3 Assessment Log 17

53+68- 54+17

54+59

Center line of creek crossing.

Armor approaches, establish trail to right of tree for safety reasons Bottom photo looking back

55+35 GDL

55+83 Armored GDL

56+00 Begin BRD

56+80- 57+97

Brown Mountain OHV Trail #3 Assessment Log 18

58+55 GDL

Begin deep incise, regrade, drain, fill and armor, or rehab, and install s-curves within disturbed area

58+88 GDL

End deep incise

59+45 End BRD trail starting @ 56+00

59+95 GDL

60+15 Drain and fill mud hole

60+95 Hazard tree (leaner)

61+33 Water crossing, armor approach & improve drainage (sediment has caused some damming)

Brown Mountain OHV Trail #3 Assessment Log 19

61+63 Center line of creek

61+88 End of armoring

62+15- 64+35

GDL(x5) @63+70 BRD trail close right

64+40 Begin very eroded/BRD trail area

Maintenance to be coordinated with District and Inspector Materials used to be approved by Inspector.

65+10 Begin 35% upgrade

65+85 BRD trails merge

Brown Mountain OHV Trail #3 Assessment Log 20

66+37 Continue BRD

67+95

Begin rock face blue flag indicates orig. trail several user trails are left out of photo

68+30 End rock face

71+07- 74+45

GDR(x3)

Brown Mountain OHV Trail #3 Assessment Log 21

71+88 Continue BRD / eroded area

72+61- 74+05

GDR(x3)

74+10 Begin rock face. 32% upgrade

75+21 End rock face.

Begin BRD trail. Close left and right.

Original trail goes straight.

77+06 Continue BRD trail. Original trail is blue flag line.

Brown Mountain OHV Trail #3 Assessment Log 22

78+76 End of BRD

80+37- 84+44

GDL(x6)

84+45 BRD trail.

Close left

85+50 GDL

Begin incise to bed rock , repair or shift per incised tread prescription

87+16 BRD trail.

Close right.

Brown Mountain OHV Trail #3 Assessment Log 23

87+90- 88+31

89+15

89+87

Center line of creek crossing.

Improve armored approaches

GDL

90+58 GDL

90+95 RHGDL

91+27 Junction with unknown major trail Orig. trail goes right , photo pointing towards unknown, unmarked trail, close user created trail with woody debris

Brown Mountain OHV Trail #3 Assessment Log 24

91+70 Begin Bid Optional Section B 91+70 to End at 115+75

GDL. LRO

Begin deep incise, repair or shift & rehab per incisied tread prescription

93+07 RHDGR

Cont deep

94+44- 95+87

RHDGR(x2)

97+05- 98+81

Brown Mountain OHV Trail #3 Assessment Log 25

99+46 Begin mud hole. Drain & fill

99+74 End mud hole

99+86- 101+64

GDR(x4)

102+60- 107+39

RHDGR(x3)

102+90- 107+79

GDR(x4)

108+43 Close user trail left. Punch berm. GDL

109+05- 112+05

RHDGR(x3)

GDR(3)

112+51 Begin BRD trail. Close left.

RHGDR

112+88 GDR

113+36 End BRD trail

113+54 RHGDR

Brown Mountain OHV Trail #3 Assessment Log 26

114+29 GDR

114+62 Begin BRD trail. Close

115+20 End BRD trail

115+75 End of Trail Junction with 1B

Brown Mountain OHV Trail #5 Assessment Log Page 1

Brown Mountain OHV Trail #5 Assessment

Inspector Names: Jody Maney, Eric Johnson Date Assessed: February 26, 2010 Length-1.5 mile Designed Use-Motorcycle Managed Use-Motorcycle TC3 Developed Difficulty-Most County-Burke

This trail log illustrates items of work to be accomplished. The intent of the log is to give a description of the work, at a minimum; however it does not describe the full scope of the work nor identify every work item. Bidders must view the trail to assess full range of maintenance needs, access, and logistics of transporting imported materials. The Contractor shall maintain / improve the trail such that it conforms to current Forest Service standards. The primary goal of trail restoration is to establish positive drainage.

Addition and restoration of grade dips are identified in the log at specific locations;

however, it is expected that installation of many more grade dips will be required, over and above what is called for here. A minimum of 100 grade dips per mile is required.

Maintenance is to be performed on the existing trail to bring it up to current USDA Forest Service trail standards. This trail log begins at the intersection of Trail 5 with Trail 4 and continues until the intersection with Trail 6 (against one-way traffic). Work will include, but may not be limited to, restoration of the trail tread, restoring/installing grade dips and other drainage features, installing/extending lead-off ditches, filling/armoring entrenched areas, armoring water crossing approaches, brushing vegetation, and felling hazard trees.

Filling and armoring will be required in some areas (segments of incised trail, obliteration of braided trails, armored approaches to water crossings). Some materials for filling and armoring may be available on-site (from de-berming, grade dip installation), and within the trail corridor. However suitable materials may need to be imported. Generally, armoring may require rip-rap or #4 RR ballast stone, with some areas requiring geo-textile and/or geo-grid. Coordinate specific materials with the Inspector.

The corridor needs clearing from beginning to end. There are some hazard trees but due to ice storms there are many tree tops and limbs across the trail. There are no existing grade dips; addition of grade dips is required. The trail is of a gentle grade with only two short sections of 20%. Blazing is sparse and difficult to find. Braided trail is common but in short sections usually 20 or 30 feet to bypass bog or large rock. Braided trail is noted in the log as BRD TRL close L or R.

Brown Mountain OHV Trail #5 Assessment Log Page 2

0+00

Begin:

Junct. With

BMOHV #4

1+15- 3+55

GDL (x4) Typical: Install grade dips at quantity and locations described.

3+63 BRD TRL

close R

See Trail Obliteration Specification in Standard Specs.

4+00 GDR Install grade dip, typical.

4+20 BRD TRL

at 3+63 merges

4+80- 7+55

GDR (x4) GDL (x3)

Beginning at 4+80 ending at 7+55 grade is 20%

8+45 BRD TRL

close R remove blowdown

9+12 GDR Install grade dip, typical.

9+62 GDL BRD

TRL

close L& R user created trails. Original trail is center trail.

Brown Mountain OHV Trail #5 Assessment Log Page 3

10+85 GDL Install grade dip, typical.

12+48

Close short cut trail right leading to

BMOHV #4

13+79 GDL Punch berm to drain mud hole close BRD TRL R. Install Grade Dip Left.

14+82 GDL Install Grade Dip Left, typical

15+85 Punch berm to drain mud hole

17+40- 29+20

GDR(x6) GDL(x2)

At 20+92 BRD TRL close L Install Grade Dips as specified, typical

30+21

GDR BRD

TRL use brd trl as lead off ditch for

Brown Mountain OHV Trail #5 Assessment Log Page 4

30+85 Punch berm to drain mud hole

31+60- 38+58

GDL(X7)

39+75

BRD TRL

close R and cut 10” oak (flagged blue) to open corridor

40+70- 45+30

GDL(x6)

46+17 BRD TRL

close L

46+67- 51+12

GDL(x3) GDR(x1)

At 47+18 BRD trail from 46+17 ends

Brown Mountain OHV Trail #5 Assessment Log Page 5

52+20

Deep incise photo looking

52+70 GDL

Install Grade Dip, typical

53+05 GDL Install Grade Dip, typical

53+55 BRD TRL Close R and punch berm to drain mud hole

54+29- 57+78

GDR(X6) 56+61-57+78 BRD TRL close L Install Grade Dips, typical

59+47 Punch berm R

60+17 GDR Install Grade Dip, typical

61+42 BRD TRL

61+60 GDR Install Grade Dip, typical

Brown Mountain OHV Trail #5 Assessment Log Page 6

62+50 Punch

63+15 GDR Install Grade Dip, typical

64+23 Punch

64+80 Punch

66+17

Center line of creek crossing armor approaches to FS specs

No stone on hand

66+30

Close BRD TRL L deep

Brown Mountain OHV Trail #5 Assessment Log Page 7

66+60 GDR Install Grade Dip, typical

66+87 End of at 66+30

64+40- 79+75

GDL(X2)

GDR(X3)

Install Grade Dips, typical

81+25

End Junct. With

BMOHV #6

Brown Mountain OHV Trail #7 Assessment Log Page 1

Brown Mountain OHV Trail #7 Assessment

Inspector Names: Jody Maney, Eric Johnson Date Assessed: February 23, 2010 Length- 2.1 miles Designed Use-Motorcycle Managed Use-Motorcycle TC3 Developed Difficulty-most County-Burke

This trail log illustrates items of work to be accomplished. The intent of the log is to give a description of the work, at a minimum; however it does not describe the full scope of the work nor identify every work item. Bidders must view the trail to assess full range of maintenance needs, access, and logistics of transporting imported materials. The Contractor shall maintain / improve the trail such that it conforms to current Forest Service standards. The primary goal of trail restoration is to establish positive drainage.

Addition and restoration of grade dips are identified in the log at specific locations;

however, it is expected that installation of many more grade dips will be required, over and above what is called for here. A minimum of 100 grade dips per mile is required.

Maintenance is to be performed on the existing trail to bring it up to current USDA Forest Service trail standards. This trail log begins at the intersection of Trail 7 with Trail 8 and continues until the intersection with Trail 6. Work will include, but may not be limited to, restoration of the trail tread, restoring/installing grade dips and other drainage features, installing/extending lead-off ditches, filling/armoring entrenched areas, armoring water crossing approaches, brushing vegetation, and felling hazard trees.

Areas with incised trail, restoration may include installing or enhancing s-curves to improve trail sinuosity to maximize positive drainage, reduce future erosion, and enhance user experience. A typical treatment of such segments may include filling the incised sections of trail in well-compacted lifts of suitable material and armoring with a compacted four-inch course of #4 RR ballast (geo-textile may be needed in some areas); or where possible shifting trail to alternate track and constructing new trail, then rehabilitating incised areas with lead-off ditches, check dams, and woody debris. Some materials for filling and armoring may be available on-site (from de-berming, grade dip installation), and within the trail corridor. However suitable materials may need to be imported. Coordinate specific materials with the Inspector.

The trail is in fair to poor condition. There are many user created trails (BRD TRL) mostly to avoid small hazards or mud holes (MH). Blazing is poor and difficult to find. Due to ice storms there is a lot of debris in the trail. The trail is of a gentle grade with only short sections of up to 20%. There are many boggy or muddy areas which can be drained by simply punching through the berm which will be referred to in the log as punch berm to drain left or right (PBTD L or R).

Brown Mountain OHV Trail #7 Assessment Log Page 2

0+00

Begin:

Junction with

BMOHV

#8

2+45- 4+87

GDR(X3)

GDL(X2)

At 3+10 BRD TRL close R Typical: Install grade dips at quantity and locations described.

5+56- 5+82 Photo looking back

MH pull in berm, close and rehab trench on

6+40 GDL

Install grade dip, typical.

8+76- 9+05 photo looking back

BRD TRL

close R and cut large root

Brown Mountain OHV Trail #7 Assessment Log Page 3

10+36- 15+62

GDL(x5) Install grade dips, typical.

17+76- 19+90

Trail enters rock garden and becomes very difficult to find we marked the orig.

trail with blue flagging

19+40 Still in the rock garden remove blow down to open orig.

20+42 PBTD L Punch Berm to Drain, Left (typical)

21+44- 28+12

GDL(x5) Install grade dips, typical.

Brown Mountain OHV Trail #7 Assessment Log Page 4

29+18- 29+74

A wet weather stream is running onto the trail.

Construct an armored GDR at 29+50 there is no stone on site

30+47- 34+05

GDR(x5) Install grade dips, typical.

36+21 BRD TRL

Close braided trail on left (typical)

Brown Mountain OHV Trail #7 Assessment Log Page 5

36+57 Close the original trail to right (which is rehabbing naturally).

Maintain the user trail left (flagged blue) it has better grade and better locations to construct grade dips.

37+46 GDR Install grade dip, typical.

38+90 Orig. trail merges from 36+57

39+94 GDR Install grade dip, typical.

41+63 GDR Install grade dip, typical.

41+98 PBTD R Punch Berm to Drain, Right (typical)

Brown Mountain OHV Trail #7 Assessment Log Page 6

42+76- 45+10

GDR(x4) Install grade dips, typical

47+27 BRD TRL

close R

Close braided trail, right, typical

48+28 Photo looking back

Remove hazard rocks and roots

48+61 GDL Install grade dip, typical

49+75 BRD TRL

close L

Close braided trail, typical

50+49 GDR

BRD TRL

close R

Close braided trail, typical Install grade dip, typical

52+85- 54+43

GDR(x4) Install grade dips, typical

Brown Mountain OHV Trail #7 Assessment Log Page 7

55+23 BRD TRL

Close braided trail, typical

55+41 PBTD L Punch Berm to Drain, Left (typical)

55+75- 65+33

GDR(x7) GDL(x2)

Install Grade Dips, typical

67+28 BRD TRL

68+65 GDR Install Grade Dip, typical

70+00 BRD TRL

close L

Close braided trail, typical

70+60- 74+00

GDR

Install Grade Dips, typical

Brown Mountain OHV Trail #7 Assessment Log Page 8

74+40 Cut hazard

74+85 GDL Install Grade Dip, typical

75+16 PBTD L Punch berm to drain, typical

76+17 BRD TRL

close L

Close braided trail, typical

76+53- 78+18

GDL(x3) Install grade dips, typical

78+70 PBTD L

BRD TRL

close R

Punch berm to drain, typical Close braided trail, typical

79+08- 79+55

GDL(x2) Install grade dips, typical

79+60 BRD TRL

close L and R orig. trail is center

Close braided trail, typical

79+91- 81+67

GDL(x4) Install grade dips, typical

83+80 BRD TRL

close 2 left trails

Close braided trails, typical

84+39 GDR Install grade dip, typical

Brown Mountain OHV Trail #7 Assessment Log Page 9

85+95 PBTD R Punch berm to drain, typical

88+00 PBTD R Punch berm to drain, typical

88+90 BRD TRL

Close braided trail, typical

89+75- 94+07

GDR

GDL(x3)

Install grade dips, typical

94+58 BRD TRL

close L and R orig. trail is center

Close braided trail, typical

95+00- 98+11

GDL (x5) Install grade dips, typical

98+70 BRD TRL

close R

Close braided trail, typical

98+95- 99+70

GDL(x3) Install grade dips, typical

100+87 PBTD L Punch berm to drain, typical

102+34 BRD TRL

Close braided trail, typical

Brown Mountain OHV Trail #7 Assessment Log Page 10

104+33 BRD TRL

close and rehab left remove blow-down at 104+60 and reopen orig. trail

107+28 GDL Install grade dip, typical

107+60 PBTD L Punch berm to drain, typical

108+04 GDL Install grade dip, typical

108+73 Cut hazard

Brown Mountain OHV Trail #7 Assessment Log Page 11

109+75 End:

Junction with

BMOHV

#6

Brown Mountain OHV Trail #9 Trail Assessment Log 1

Brown Mountain OHV Trail #9 Assessment Log

Inspector Name: Fred Lashley, Bruce Lowe Date Assessed: January 30, 2010 Length: 5.0 miles Trail Class: 3 Designed Use: ATV Average Width: 6’ Surface: Eroded soil, clay and shale, rocky

This trail log illustrates items of work to be accomplished. The intent of the log is to give a description of the work, at a minimum; however it does not describe the full scope of the work nor identify every work item. Bidders must view the trail to assess full range of maintenance needs, access, and logistics of transporting imported materials. The Contractor shall maintain / improve the trail such that it conforms to current Forest Service standards. The primary goal of trail restoration is to establish positive drainage. Addition and restoration of grade dips are identified in the log at specific locations; however, it is expected that installation of many more grade dips will be required, over and above what is called for here. A minimum of 100 grade dips per mile is required.

Access to the beginning of trail #9 is by following Trail #1 at the Parking and Shelter. The trail is one way.

The grades range with some slopes over 30%. There are approximately 358 grade dips that are fairly well placed, but all need cleaning and some need the run outs extended. The soils are thin and eroded.

The trail is mostly incised 2’-6’ and some areas have exposed bedrock. Vegetation is thin, small primarily cut over pine. There are some large rock outcrops and boulders, views are somewhat limited looking eastward. Some fill may be available on-site from the overburden berms created from the OHV use, however it will also be necessary to import suitable materials and stone. The primary repair is to machine blade, outslope trail and repair/fill and compact the grade dips. Work also includes crib wall construction. Banked turns should be repaired and kept intact- do not remove the berm of these turns as they are useful and enjoyable for riders.

Generally, in areas with incised, straight segments of trail, trail restoration shall include installing/enhancing curves to improve trail sinuosity to maximize positive drainage, reduce future erosion, and enhance user experience. A typical treatment of such segments will include filling the incised sections of trail in well-compacted lifts of suitable material and armoring with a compacted four-inch course of #4 RR ballast (with or without geo-textile and/or geo-grid as conditions dictate). To the greatest extent practical, solid bedrock surfaces, unsuitable for placement of fill materials, shall be made to drain to existing and/or new drainage features.

For armored approaches to stream crossings, armor both approaches at/above the high water mark w/geo-grid and riprap, unless otherwise indicated in trail log. Close user trails, as indicated in the trail logs per ‘Obliteration of Abandoned Trailways’ specification (see Standard Spec.). Place rocks, logs, branches, etc., to conceal the abandoned trailway and discourage future use. Use rocks and other materials that are available in the areas to be obliterated.

Brown Mountain OHV Trail #9 Trail Assessment Log 2

Station Maintenance Need Point of Interest

Notes or Photo

0+00 Start of trail at intersection with trail #1. Sign

0+25- 2+29

4 Existing Grade Dips

All existing grade dips in log need cleaning and run outs need to fully remove water from the trail

Photo @ 1+81

3+02- 3+59

Wet trail. Pull in berm to create outslope

4+04- 5+37

2 Existing Grade Dips

Brown Mountain OHV Trail #9 Trail Assessment Log 3

5+92 Add and compact fill from berms and grade dips to protect roots

6+30- 7+51

2 Existing Grade Dips

8+21 Trail widens to approx. 12’.

Narrow tread and cover large rock.

Close social trail

8+94- 10+30

2 Existing Grade Dips, 27% grade with turn

Rehab tread and add fill from berms to cover rock

Maintain banked turn

Photo @ 9+50 looking back

10+30- 11+23

Wet trail: Slope tread left to drain

Note: @10+83 close trail left approx 100 ft.

Brown Mountain OHV Trail #9 Trail Assessment Log 4

11+54- 18+73

10 Existing Grade Dips Remove berm where possible Tread is incised 3-4 ft in places

18+93- 20+18

Large roots, add fill approx 0”-18” of depth

Pull in berm to close trail

19+29- 21+63

3 Existing Grade Dips Note: trail continues at 15-20% grade

22+25- 22+86

Trail splits.

Close out trail on right- Fill drain trail-left @ 22+61

Photo from 22+61 looking back

22+97 Cut and cover roots

23+15- 24+55

Outslope trail left to drain Note: outslope transitions from right to left

24+66- 27+47

5 Existing Grade Dips

27+47- 27+78

Outslope trail right

28+10- 28+52

2 Existing Grade Dips

29+14- 29+42

Outslope trail right to drain

29+61 Add Grade Dip-Right to drain “hole”

Brown Mountain OHV Trail #9 Trail Assessment Log 5

30+69 1 Existing Grade Dip

31+21 Non-Functioning GD-Left Construct sediment basin-L, 8x6x3’

Sediment basin (silt trap) needed because no place to take run out ditch

32+35- 33+18

3 Existing Grade Dips

Note: Outslope left where possible

33+60- 34+69

De-berm and outslope-L Note: Roll trail tread slightly

34+97- 35+54

2 Existing Grade Dips

36+20- 36+65

Close trail with big boulders.

Bank turn-R

36+65- 47+56

13 Existing Grade Dips Note: @ 38+44 Drain right Remove berm where possible

47+88- 49+60

Raise tread and pull in berm

1 Existing Grade Dip

Brown Mountain OHV Trail #9 Trail Assessment Log 6

49+60 One way sign-right

Junction with trail #10

49+60- 50+38

Trail Junction

@50+38 Add Grade Dip right making sure not to dump water on to Trail 10.

Trail junction @ 49+60

Carsonite sign @ 50+05 Marking Trail 9 Straight ahead

50+77 Bank turn-Right.

Add fill. Cut hazard tree near trail. Leave stump 18” ht

Brown Mountain OHV Trail #9 Trail Assessment Log 7

51+29- 51+49

Wet trail- add fill

51+62- 58+52

13 Existing Grade Dips Note: Pull in berm for 50 ft. at 54+90 & 58+27 to establish out-sloped trail

58+52- 60+27

Incised rocky tread drain trail left.

Add Grade Dips above and below

61+26- 62+45

3 Existing Grade Dips

62+45- 63+57

Trail steepens to 26%.

Tread is 10-12 ft Wide.

May need to create a series of “S” curves., and rehab

Add Grade Dips @:

62+50 63+57 (trail turns left)

Photo from 63+57 looking back

64+08- 64+34

Rock ledge, 2’ drop off.

Add large rock to ramp up if feasible

64+34 Add Grade Dip- Right

64+75- 69+46

9 Existing Grade Dips Note: natural drainage @ 66+33 Rocky Tread from 66+84 to 67+71 Remove tree @ 68+59 in run out

Brown Mountain OHV Trail #9 Trail Assessment Log 8

70+20 Add Grade Dip- Right

70+20- 70+57

Rocky 2 ft. drop Add large rock to ramp up if feasible

70+78- 71+63

2 Existing Grade Dips

72+11- 72+61

Rocky steep slope; Side hill trail; Boulder outcrop.

Install 27ft x 3ft crib wall.

Note: building stone available on site.

72+24- 72+62

Rocky slope Add fill Add Grade Dip- Rt. @ 72+62

72+82- 73+21

Close user trail-R

73+52 START: De-berm-Rt.

Note: some of the tread is rocky through the next section

74+47 1 Existing Grade Dip

75+00- 75+30

Rocky outcrop Crib wall 30ft x 3ft

Stone on site

76+19 END: De-berm, 76+58 Remove hazard tree-R

76+89- 82+18

11 Existing Grade Dips

82+51 Remove hazard tree

82+62- 83+36

Deep incised rocky tread.

Punch through berm to drain, consider s-curves

83+36- 84+60

4 Existing Grade Dips

Brown Mountain OHV Trail #9 Trail Assessment Log 9

84+60- 84+93

Split trail.

Close trail left by pulling in berm

Maintain and improve banked turns.

Add Grade Dip @ 84+93

Photo from 84+60 looking forward

85+00- 85+32

Add Grade Dip-Left

Pull in berm-left.

Maintain banked turn.

Close user trail-right

Photo from 85+00 looking forward 86+59- 89+25

6 Existing Grade Dips

89+47- 89+89

Close trail-left

89+99 1 Existing Grade Dips

90+35 BEGIN: User trails left Trail turns-Rt.

Close all user trails left. Create barricade of woody debris to block the user trails that go straight and left

90+40 Rocky slope

90+82- 93+00

4 Existing Grade Dips

93+00 END: user trails-left. Begins at 90+35

93+38- 98+56

10 Existing Grade Dips

Brown Mountain OHV Trail #9 Trail Assessment Log 10

99+18- 99+28

Close inside trail-left

99+35- 99+81

Bank turn left. Move trail out 6’. Maintain rock at apex of turn.

End bank turn at rocky outcrop

100+00- 114+08

26 Existing Grade Dips Note: 101+62 to 102+30: Fill rocky tread from 103+63: Maintain out-sloped turn 110+35: 30% Grade 112+15-112+88: De-berm & Outslope trail

114+30- 115+29

Wet banked turn.

Add Fill in turn

115+29- 118+20

5 Existing Grade Dips Note: 117+48: Slope left bank to improve banked turn

118+35- 118+96

De-berm left and fill tread

119+13- 119+38

Crib wall left 25’ x 2’ ht wall

Fill if needed

Photo from 119+13 looking forward

119+79- 121+76

4 Existing Grade Dips

121+76 Drainage- armor approaches 20’ x 6’

122+03 1 Existing Grade Dip

Brown Mountain OHV Trail #9 Trail Assessment Log 11

122+38- 122+50

Reference- rock trail tread

Consider rock crib wall 12 ft x 2 ft

Photo @ 122+50 looking back 122+70- 122+90

Wet Area-armor

122+90- 124+71

3 Existing Grade Dips

124+71- 125+90

Trail Splits

Close trail Left Maintain trail right

Extend turn and install banked turn (at inspector in photo)

Maintain rock as inside of turn.

Photo @ 124+71 looking forward

125+90- 129+76

9 Existing Grade Dips De-berm, rehab tread

Note: 127+96 Do not bank turn

130+54- 132+94

6 Existing Grade Dips

133+45- 133+78

De-berm, rehab tread

134+45 1 Existing Grade Dip

135+08- 135+37

Long Existing Grade Dip-outslope

135+91- 136+83

Rocky Tread; Add Fill if necessary, Existing GD

Brown Mountain OHV Trail #9 Trail Assessment Log 12

136+83 Center of spring.

Flowing water.

Armor approaches 30’ x 6’

Photo @ 136+75 looking forward

137+49- 145+88

16 Existing Grade Dips Note: Natural Drainage @ 138+00 & 143+75 & 145+00 Remove Rocks on right @ 144+85

145+95- 147+49

Start- very rocky wide trail 25% Grade Trail is 10-12 ft wide for the first 40 ft. then expands into 25 plus feet wide

Install longer climbing S turn (220 ft). 145+95 left along bank to point where trail widens (Approx 146+37) Cross trail to far right (may need crib wall 30’ x 2’) and follow right tree line approx 60 ft turn left and cross rocky slope. Add Grade dip to drain water off at turn.

Install 120 ft x 2 ft crib wall.

Add fill to cover bedrock.

Crib wall ends @ 147+49.

Seen in photo 2 as the left edge of photo.

Re-configured (S-turn re-route) trail adds 66 ft length.

However, the remaining trail stationing follows lower, original route. Optimal track could possibly be cut with pneumatic hammer.

Photo1 @145+95 Looking Forward

Photo 2 @ 147+59 looking back

Brown Mountain OHV Trail #9 Trail Assessment Log 13

The trail reconstruction thru this section may have alternative locations. Contractor may suggest and get approval on alternatives with the C.O. R.

147+59- 148+05

The trail has a wide rocky section that has eroded to bedrock. 5% grade

Restore trail to right of tree.

Build crib wall pinned to bedrock (46 ft x 2 ft).

Pull in berm from left to bury base of crib wall.

Fill crib to cover bedrock.

Add 2 dips along wall If stone is used for the crib wall the top layer needs to be pinned as well as the base and the stones should be no smaller than 100 lb.

Photo @ 147+59 Looking forward.

148+46- 149+43

3 Existing Grade Dips

149+43 Trail goes left Note: Close trail and barricade straight 20’ length.

150+03 Existing Grade Dip.

Block trail-R. Create a level spreader at run-out

150+48- 151+41

2 Existing Grade Dips

151+43 Center of drainage creek.

Armor approach 30’ x 6’.

Rehab user trail-R 70’ x 6’. This is the trail starting @ 149+43

152+41- 158+40

11 Existing Grade Dips

Photo @ 152+11 looking forward down hill

Brown Mountain OHV Trail #9 Trail Assessment Log 14

158+40- 159+06

Improve banked turn

Punch berm Add Grade Dip left with run-out @ 159+06.

Grade Dip is in wet low area

Photo @ 159+15 looking back

159+59

160+64- 160+96 armor drainage

161+66- 168+41

12 Existing Grade Dips

169+05- 169+88

1 Existing Grade Dip Keep trail left at rock.

Bank turn right

170+60- 172+03

2 Existing Grade Dips

172+03- 172+95

27% steep rocky downhill

Add GD at top and bottom of slope, consider s-curves

Photo @ 172+95 looking back

172+95 Creek Armor

Brown Mountain OHV Trail #9 Trail Assessment Log 15

173+38- 174+10

Steep uphill trail

@ 173+64 close trail right

Photo @ 173+38 looking forward

174+44 Add Grade Dip right with long run-out.

Barricade user trail right Maintain trail left

174+89- 179+66

9 Existing Grade Dips

180+12 Keep trail right around rock

180+73 Creek Crossing Armor approaches

181+00- 184+49

6 Existing Grade Dips

184+49- 185+87

Trail splits; keep trail-Right, obliterate-Left. Start rocky slope

185+87- 186+20

2 Existing Grade Dips

Brown Mountain OHV Trail #9 Trail Assessment Log 16

187+47- 188+40

Keep trail right along drainage Add 1 Grade Dip Trail is rocky; rehab tread Obliterate trail left 50 ft

Creek @ 188+40 armor approaches

189+11- 192+73

7 Existing Grade Dips

192+97 Close trail-Left

193+39- 195+38

2 Existing Grade Dips

195+38- 196+14

Add fill rehab tread. Note: close trail @ 195+80

196+46- 198+09

198+09 Close trail-Right, Use center trail

198+20- 199+33

3 Existing Grade Dips

199+33 Close trail-Left 50 feet

200+26- 207+03

10 Existing Grade Dips Close trail right 201+62 to 202+48 Use center trail

207+32- 207+78

Armor

208+04- 210+45

7 Existing Grade Dips

210+87 Natural drainage.

Armor

211+42- 213+82

5 Existing Grade Dips Armor Grade Dip @ 212+45 (15’x6’)

213+82- 214+12

Crib wall. 30’ x 2’ ht.

214+61- 216+24

4 Existing Grade Dips Armor Grade Dip @ 215+44 (20’x6’)

Brown Mountain OHV Trail #9 Trail Assessment Log 17

216+64- 217+75

217+14

217+45- 217+75

Apex of curve Trail runs along creek

Remove Berm and restore positive drainage

Add Grade Dip

Armor to creek

Photo looking back toward apex of turn from creek

218+00- 218+60

Armor at creek

Incised and steep trail out of creek. Rehab tread/outslope/Armor

Center of Creek looking forward

218+60 1 Existing Grade Dip

219+22- 219+55

Armor turnpike

220+11- 222+91

6 Existing Grade Dips

223+28 Low area. Armor

223+66- 232+27

17 Existing Grade Dips

232+65- 233+26

Close trail right

233+52

233+52- 234+12

Note extreme rock for 60 ft Add Grade Dip @ 233+82

Brown Mountain OHV Trail #9 Trail Assessment Log 18

Photo @ 234+15 looking back

234+15 1 Existing Grade Dip

234+35 Creek crossing Armor approaches

234+88- 236+02

Remove berm

236+56 Armor crossing Start steep uphill Note: pull in fill from berm to rehab tread where possible

237+23

Add Grade Dip

237+71- 239+69

6 Existing Grade Dips

240+15 Add Grade Dip punch thru berm

240+43- 245+87

11 Existing Grade Dips

246+38 Armor crossing

246+80- 247+33

2 Existing Grade Dips

247+47 Remove hazard tree

248+29 Armor stream crossing

248+71- 255+95

17 Existing Grade Dips Note: Start pull in berm; rehab tread

255+95 1 Existing Grade Dip Maintain trail Left Close trail right 30 ft.

256+22 Consider move rock in trail

Brown Mountain OHV Trail #9 Trail Assessment Log 19

256+30- 259+76

7 Existing Grade Dips

259+76 End pull in berm

260+28- 216+47

3 Existing Grade Dips

261+47 End of Trail at parking/shelter

4.95 miles by wheel

Photo on Trail 1 looking back