Exhibit 9 - Trail Logs Combined.pdf

Looking Glass Trail Assessment Log 1

Looking Glass Trail Assessment Log

Inspection Date : 11-25-09 Length of trail segment to be re-worked: 1.9 miles Trail Class: 3 Designed Use: Hiker/Pedestrian Managed Use: Hiker/Pedestrian Difficulty Level: More Average Width: 18-36” Surface: Soil, Bedrock Wilderness Trail: No

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 50 grade dips per mile is required.

There are a variety of techniques available to accomplish the goal of establishing positive drainage. It is expected that the appropriate combinations of these techniques will be used to optimize trail maintenance for the long-term.

Suggestions of how positive drainage may be accomplished are given in the traiI log. It will be necessary to fill some areas with suitable, compacted material . Suitable material must be imported if adequate quantities are not made available within the existing, disturbed trail way (previously disturbed areas along the existing trail). All imported materials and materials harvested on-site are to be pre-approved by COR or inspector.

Many sections of trail have root and compaction problems. Sluff and burm are to be removed or reshaped to restore out-slope and re-establish positive drainage off trail. In many places tread needs to be restored up slope to original position. Extreme cases are noted in log. All short cut and social trails are to be closed and in some cases erosion problems are to be addressed, many of which are noted in log.

All materials are to be approved by inspector. Box Crib (BC) steps are to be constructed from 6x6 or 8x8 rough sawn pressure treated lumber or Locust and filled with compacted ½” minus aggregate. All locations noted as “Begin BC” indicate installation of box crib steps. Box crib may require timbers on 2, 3 or 4 sides to contain fill, depending on terrain, i.e. 2-sided BC (or L-crib) would be tied back to upslope.

Looking Glass Trail Assessment Log 2

Station Comment Picture or Additional Comments

0+00 Begin Trail Sign

0+09 Cut large root add aggregate or armor over root per inspector approval

0+17 Remove railroad tie and regrade, surface with aggregate

0+35 Begin incise trail install Box Crib (BC)

0+79 End incise trail & BC

0+81 Social trail to right, obliterate

0+93 Install BC to cover roots

Looking Glass Trail Assessment Log 3

1+56 Armor wet spring crossing with washed aggregate or native stone

1+71 End armor crossing

1+72 Begin BC

1+93 End BC

2+01 GD left

2+13 Begin incise trail

Install BC steps

Looking Glass Trail Assessment Log 4

3+49 photo Incised trail beginning at 2+13 to 4+12 Cut roots if trees are dead, install BC over living tree roots, fell hazard trees

3+70 GD right Long run out (LRO)

3+90 Trail splits block right side to redirect traffic left.

3+98 GD right LRO

4+36 Split trail comes back together

4+71 Remove burm, GD right

4+91

Re-establish line of trail to the left.

Block lower side.

*Trail splits to go around rock and exposed roots.*

Looking Glass Trail Assessment Log 5

5+14 Fell 3 hazard

5-28 Split trail comes back together

5+36 Begin armored creek crossing

5+68 End armored creek crossing

5+68 Begin BC

5+89

End BC Begin armored crossing

6+07 End armored crossing

6+08 Remove old steps and reconstruct

6+17 End new steps

Looking Glass Trail Assessment Log 6

6+24

Reconstruct existing steps With 8x8 PT lumber

6+42 End steps Begin tread re-establishment U/S (upslope) 6+66 Remove root and dying hemlocks, replace cribbing

9+12

Remove buried logs as they are creating burm. Re-establish out slope and add grade dips

*From 6+66 to 9+12 tread is creeping and needs sluff and burm removal*

9+76 Remove hazard tree overhead

Looking Glass Trail Assessment Log 7

10+15 Install cribbing Approx 30’ length

11+55 GD right

11+74 NFGD NFGD = clean or reconstruct non-functioning grade dip

12+14

Move trail back U/S above large blazed poplar, or widen tread in existing location

13+73 Begin BC steps Cut roots of dead hemlocks, install 3-4 terraced BC steps, fell hazard trees

14+28 End BC steps

15+96 Cut roots and remove beech tree on right

16+65 Pull in burm and install steps, stone available on site

16+82 End steps

17+18 Reposition rocks to restore stream course armor approaches (stone on site)

17+45 Install BC steps and cribbing

Looking Glass Trail Assessment Log 8

18+47 NFGD

19+22 Begin BC Cut roots and Fell hazard tree

19+32 End BC

19+51 NFGD

19+65 Begin BC

19+69 End BC

19+86 Begin BC

20+08 End BC

20+95 Remove 4X4 timber

21+00 GD left

21+49 NFGD

22+03 Armor 1st crossing, remove waterbar, restore grade dips

22+27 Replace NFWB with armored GD 22+66 Install stone armored GD to remove creek from trail

22+80 Begin BC

22+90 End BC

23+22 Remove log water bar and install GD right

Looking Glass Trail Assessment Log 9

24-96 Social trail to waterfall: Install crib wall and railing;

obliterate social trail, knick to dissipate drainage, install check dams, fill with woody debris, etc.

25+33 GD right

25+56 NFGD

26+53

Remove roots and re-establish tread U/S, remove hazard trees

27+18 Fell hazard trees, cut roots, reestablish tread down slope

27+45 Lay woody debris across shortcut trail and in drainage

28+84 GD right Still upslope relo 29+00 Cut roots reestablish tread, fell hazard tree

29+00 Install steps in SB, crib below, install rail, fell hazard tree, cut roots, restore tread

29+43 End SB repair

30+43 Center of drainage: install crib wall, block social trail, fell hazard trees

Looking Glass Trail Assessment Log 10

30+74 Begin BC

30+96 End BC Fell dead hemlocks in user trail to campsite and in campsite, crib as needed

31+04 GD left Move tread U/S

31+50 GD left Move tread U/S

31+58 Begin L crib

31+80 End L crib

33+12 Begin L crib

33+22 End L Crib

33+42

Reconstruct SB , install steps, Locust available near trail, get inspector approval before cutting, fell hazard

See photos below

Looking Glass Trail Assessment Log 11

33+56 Apex of SB

34+09 Begin L crib Fell hazard trees

34+42 End L crib

34+52

Reset crib logs, restore outslope

35+20 Remove or reset locust crib, move tread U/S, fill over Beech roots

35+69 Remove roots and 2 dying hemlocks on left

36+06 Begin L crib

36+35 End L crib

36+46 Cut roots and move tread U/S

36+94 GD right

37+86 GD right

38+16 Fell hazard trees

39+17 GD right

39+86 Large GD right

39+97 Fell damaged Maple, cut roots, install steps

40+20 Begin BC

40+34 End BC

40+44 Cut roots as necessary. Move tread U/S

41+72 GD right

42+65 GD right Punch burm LRO

42+78 Begin BC steps

Looking Glass Trail Assessment Log 12

43+15 Begin climbing turn, construct/reconstruct steps as needed, pull in berms, install grade dips and leadoff ditches as needed

43+60 GD right

43+88 Begin BC

44+03 End BC

44+09 Leave log and GD left LRO

44+18 Begin BC

44+26 End BC

44+54 Remove log water bar, reconstruct GD left

44+92 Begin incised trail, install steps

45+30 GD left

46+03 GD left Move tread U/S

46+74 GD left Move tread U/S

47+05 Begin BC

47+27 End BC

47+52

Move tread U/S, fill over roots, scarify/rehab below

47+80 End TP

48+58 GD left

49+10 GD left Cut roots, restore tread upslope, reposition rocks

49+44 Re-dig U/S, cut roots

50+10 GD left

51+18 GD left Cut roots, install steps

51+66 BC step

Looking Glass Trail Assessment Log 13

53+08 GD left

53+78 GD left

54+11 Remove old timbers, begin incised trail, cut roots, re-grade tread, add GD, pull in berm

54+33 End TP

54+66 GD left

55+23 Install steps at SB

55+49 GD right Install step at roots

56+60 Install steps in SB, add lead-off ditch

57+65 GD left Remove timbers and close social trail on left, restore tread

57+90 End incised trail

57+94 GD left

58+08 install BC over roots

58+50 Move tread U/S GD left

58+64 Cut large root and re-establish tread U/S

Looking Glass Trail Assessment Log 14

58+75 Remove timbers and begin incised tread, install tearraced BC steps as needed, add GD, de-berm

59+23 GD left

59+52 Remove timbers end BC also end incised trail

59+58 GD left

59+64 Move tread 3’ U/S, fill and compact soil over roots

59+82 End U/S relo, close social trail to rt

#19

59+85 GD left

60+11 Begin incised tread, install BC steps at SB

60+44 End BC steps

60+65 Remove timbers and move tread U/S, close social trail right & left

Looking Glass Trail Assessment Log 15

60+70 GD right

61+10 GD right

61+30 Begin incised tread, install BC steps and lead-off ditch at SB

61+58 End BC

61+62 GD right

61+92 Begin Incised tread and BC

62+23 End Incised tread and BC

62+53 Close social trail right & left

62+82 GD left

63+65 GD left 63+96 Remove log pile on left to establish O/S

64+46 GD left

65+09 Add GD below SB, install BC steps

65+20 GD left

65+31 Install BC steps around SB

65+44 End BC move tread U/S, close social trail rt

66+05 Begin incised tread and BC

66+25 End BC

67+03 Install BC steps, close social trails

Looking Glass Trail Assessment Log 16

67+45 Begin incised tread, install BC steps in SB, and GD below

67+66 End incised tread and BC steps

67+91 Rebuild crib, close social trail rt

68+40 GD left

69+05 Install lead-off ditch at SB

69+13 Remove burm on left and elevate tread to achieve O/S

69+17

Install BC steps in SB

69+32 End BC

69+37 Severe incising, begin BC

69+66 End BC

70+06 Build stone retainer wall on D/S side approx. 36” high, close social trail rt

70+15 GD right

70+19 Begin filling incised tread, fill and compact

70+33 End fill

70+59 GD right Punch burm

70+91 Move tread back U/S above 6” oak

71+10 End U/S relo

71+10 Heavily eroded short cut trail, possibly install fence or other barricade to stop travel, or fill w/ woody debris

Close social trail left

71+63 SB incised BC steps

71+80 End BC steps

72+04 Construct stone wall or rail on left

72+19 End wall/rail

72+25 GD left

Looking Glass Trail Assessment Log 17

72+78 GD left punch burm

72+98 Punch burm rock crib steps to elevate tread for drainage

73+06 End rock crib

73+07 Build rock steps to left of bedrock in tread #22

Close social trail

73+23

Move tread U/S and begin L crib

73+41 End L crib

73+48 Begin incised tread and deburm

73+67 End incised tread and deburm, close social trail

73+82 Move tread U/S and begin L crib, place woody debris in social trail

74+10 End L crib

74+14 GD right

74+45 Begin BC Place woody debris in social trail

74+53 End BC

Looking Glass Trail Assessment Log 18

74+55 Place woody debris in social trail to rt

74+64 Begin incised tread and BC

75+08 End incised tread and BC, close social trail

75+30 Begin L crib

75+45 End L crib

75+78 Deburm left

75+85 Deburm left

76+02 Deburm left use soil to raise tread

76+16 End deburm

76+20 GD left Cut large roots, close social trail

77+30 Begin L crib Move tread above 10” oak

77+50 End L crib

77+70 BC steps

Looking Glass Trail Assessment Log 19

77+80 Reconstruct steps in SB, avoid seep

77+94 End BC steps

78+12 Begin BC Move tread U/S

78+32 End BC Close social trails

78+63 GD right

79+23 BC steps Elevate tread enough to move water off apex of SB, cut lead-off ditch

79+30 End BC steps

79+50 Move tread U/S and deburm

79+56 End U/S deburm

79+72 Install rail barrier to close short cut

79+82 End barrier

Looking Glass Trail Assessment Log 20

79+87 Install steps at SB, lead-off ditch as needed

80+20 Rock out crop if possible move tread U/S of out crop to use rock as retainer.

80+52 Knick right O/S tread armor seep

80+72 End armoring

80+80

Move tread U/S 4’ and re-establish I/S to allow drainage at apex of SB

81+57 Remove timber deburm and re-establish O/S, close social trail

81+83 End deburm & O/S

82+19 Remove log and regrade lower leg of SB

82+29 Remove old steps and rebuild with BC steps

82+57 End BC steps

82+82 BC steps To cover roots

82+92 End BC steps

83+40 Restore SB, close social trails

Looking Glass Trail Assessment Log 21

83+68 Regrade SB

84+48 GD left

85+41 NFGD Deburm left

85+60 Remove log

85+98 GD left

86+23 Regrade SB

86+35 End SB

86+63 Move tread U/S above 12” oak (blazed)

87+07 GD right

88+00 GD right

88+51 GD right

89+49 Large Knick

89+57 BC over roots

89+80 BC steps Left around climbing turn move tread U/S

89+94 End climbing turn

90+50 Remove logs, restore out-slope, de-berm

91+31 Remove log and build step

91+95 GD left

Looking Glass Trail Assessment Log 22

92+45 GD left

93+45 Begin incised trail and BC

93+73 End incised trail and BC

94+00 BC step

94+17 BC step

94+40 GD left

94+54 Move tread 6’ up hill, re-establish O/S and cover roots

95+26 GD left Tie in new tread with old

95+32 Begin wide incised trail

95+71 BC steps

95+81 End BC steps

95+92 GD left LRO

96+00 Begin BC steps

96+45

End of wide incised trail

96+46 Begin BC steps

96+55 End BC steps

96+68 Begin incised tread and BC

97+05 End incised tread and BC

Looking Glass Trail Assessment Log 23

97+51 Deep incised trail begin BC steps

97+88 Remove stump

97+92 End deep incised trail and BC steps

98+30 Severe incising begin BC

98+54 GD left & end BC

99+77 GD left

100+30 END WORK, trail will be relocated by USFS from this point to top

Hard Times Connector Trail Assessment Log 1

Hard Times Trail Assessment Log Inspection Date : 11-12-09 Inspector Name: B.Lowe, D.Stutzman, F. Lashley, E. Johnson Length: 0.7 miles Trail Class: 3 Designed Use: Hiking, Bikes, Horseback Managed Use: Hiking, Bikes Difficulty Level: Easy Average Width: 3’ Surface: Soil Wilderness Trail: No

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. 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.

There are a variety of techniques available to accomplish the goal of ‘establishing positive drainage’. It is expected that the appropriate combinations of these techniques will be used to optimize trail maintenance for the long-term. Trail shifts will not be permitted on Hard Times Trail. The Contractor must work within the existing trail corridor.

Suggestions of how positive drainage may be accomplished are given in the traiI-log. It will be necessary to fill some areas with suitable, compacted material (approved by COR) . Suitable material must be imported if adequate quantities are not made available within the existing, disturbed trail way (previously disturbed areas along the existing trail).

There will be opportunities to improve drainage by improving, enlarging, and adding multiple grade dips in the trail.

Hard Times Connector Trail Assessment Log 2

0+00 Start trl at sign off Hardtimes Road

0+95 Remove haz. Tree-R

1+81 Bridge

2+69 Ex. GD- remove rock

3+08 Start- remove log to clr.

Limits

Contractor to place 2 GD between 3+08-4+26

4+26 GD- top of hill “ “ “

Hard Times Connector Trail Assessment Log 3

5+21 Add GD

8+85 Start- existing incised trail.

Typical: Establish positive drainage on incised portions of trail. Regrade, pull in over-burden, de-berm and build up a crowned or outsloped tread if possible. Install multiple grade dips. Many areas of incised tread will require the installation of fill, turnpike and/or causeway, with imported material.

Some possible options for trail restoration to establish positive drainage area given. Solutions will vary depending on specific location.

9+90 Punch berm-L, New GD

11+18 Rehab GD , remove log Note: heavy scouring to bedrock

11+75 New GD

13+25 GD w/long r.o.-Punch berm Existing incised trail.

See note at 8 + 85

Hard Times Connector Trail Assessment Log 4

14+19 NFGD NFGD = non-functioning grade dip

17+29 End- incised trl. See note at 8 + 85

17+40 Install GD-R

20+15 Cut log, remove, GD-L

21+33 Remove log add GD-L

22+16 Add GD-L

Hard Times Connector Trail Assessment Log 5

22+66 Start- Remove haz. Tree-L Cut remove roots, re-grade tread.

22+86 End- remove haz. Tree GD-L

25+29 Cut remove log, add GD-L

26+36 Remove log, place trail upslope

28+40 GD-L

Hard Times Connector Trail Assessment Log 6

29+16 GD-L

30+75 GD-R

31+66 NFGD-R Non functioning Grade Dip on Right - Restore

32+65 Start- existing scoured incised tread. Add GD-R

See note at 8 + 85

33+55 GD-L In curve

33+92 GD-L

34+87 GD-L, level spreader to disperse water

35+76 GD-R – Add long runout

35+90 Top of steep grade, extreme incised trail. Restore trail to establish positive drainage.

36+15 Add GD –L near ctr. Of trail

Add fill and taper

Hard Times Connector Trail Assessment Log 7

36+48 End existing incised tread.

End of trail at forest road.

Sign

Deer Lake Trail Assessment Log 1

Deer Lake Trail Assessment Log Inspection Date: 11-12-09 Inspector Name: B.Lowe, D.Stutzman, F. Lashley, E. Johnson Length: 1.2 miles Trail Class: 3 Designed Use: Hiking, Bikes, Horseback Managed Use: Hiking, Bikes Difficulty Level: More Average Width: 3’ Surface: Multiple-soil, asphalt, boardwalk Wilderness Trail: No

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. 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.

There are a variety of techniques available to accomplish the goal of ‘establishing positive drainage’. It is expected that the appropriate combinations of these techniques will be used to optimize trail maintenance for the long-term.

Suggestions of how positive drainage may be accomplished are given in the traiI log. It will be necessary to fill some areas with suitable, compacted material (approved by COR) . Suitable material must be imported if adequate quantities are not made available within the existing, disturbed trail way (previously disturbed areas along the existing trail).

From Station 31+50 to station 50+90, the area of disturbance along this trail is often quite wide (utility line corridor). There will be opportunities on this segment to improve drainage by constructing minor shifts with added grade dips in the trail. Techniques such as meandering, turning the trail, creating S-curves, increasing radii may be approved. Such shifts must be approved by the Inspector and/or COR.

The contractor shall flag proposed relocations.

Should portions of the original trail be abandoned under this relocation scenario, the Contractor shall rehabilitate the abandoned trail way by scarifying the tread, spreading leaf litter and organic materials to re-establish vegetation, installing check dams, etc., as necessary.

Deer Lake Trail Assessment Log 2

0+00 Sign Restroom at Parking lot begin Trail, Ledford Branch Trail Head pic 1

0+01 Drop off from asphalt to trail.

Establish positive drainage

Typical: Establish positive drainage- Install turnpike and/or add multiple grade dips, and/or shift trail to establish positive drainage. Inspector/ COR must approve shifted trail: Flag minor relocations for approval.

0+11 Continue – Establish positive drainage, GD-R

0+24 Continue – Establish positive drainage. Upslope at 10%.

Exposed roots

Pic 2 0+31 Sign on R

CO-NF

CO- NFGD CO-NFGD - Clean out non-functioning grade dip, typical

0+88 CO-NFGD drainage

1+58 CO-GD-R

Deer Lake Trail Assessment Log 3

1+85 CO-NFGD- long run out

2+69 NFGD

2+82 Start- exposed roots. If exposed roots present an obstacle higher than 6 inches (Pack & Saddle Design Parameter maximum obstacle height), cut, remove roots and fill depression with suitable material or armor per Inspector’s approval.

Grade to drain.

Pic 3 3+50 Sharp L turn

3+51 GD-R Add grade dip on the right, typical

4+24 GD-L

4+45 Exposed Roots See note at 2+82

4+85 End- exp. roots

5+04 Add GD-L Exp. Roots , wet area, Grade to drain. See note at 2+82

5+12 GD-L Center wet area. Grade to drain.

5+20 Establish positive drainage

5+38 Exposed roots

5+66 GD-L Add grade dip left

Deer Lake Trail Assessment Log 4

6+06 This area has many exp.

roots, some single, many multiple. See note at 2+82

Note:

6+17 GD-L

6+27 Cont. establish positive drainage

6+74 NFGD Remove brush to allow water runoff

6+99 Exp. Roots, See note at 2+82 Pic 5

7+54 GD-R, long run out . Cut stump-L

7+60 Exp. Roots, See note at 2+82

Deer Lake Trail Assessment Log 5

7+97 NFGD-R

8+34 Cut single 3” roots, See note at 2+82

8+55 NFGD-R

8+68 Start-cut roots. See note at 2+82

8+78 End cut exp. Roots

9+05 Cut haz. Tree-R, clear blow dn.-L within R/W

Pic 6

9+25 Establish positive drainage Fill with suitable, compacted material and/or add multiple grade dips, and/or construct Inspector approved shifted trail to establish positive drainage.

9+35 End fill compact

9+62 GD-R

9+68 Re-establish out slope, de-berm. Exposed roots, see note at 2+82

9+75 GD-R

10+28 Start- remove 3 trees, cut roots

Deer Lake Trail Assessment Log 6

10+41 End-End cut roots

10+50 GD-R, punch berm

11+15 GD-R punch berm

11+30 De-berm

11+65 GD-R. punch berm Pic 7 (backward)

12+12 End fill de-berm, incised trl. Pic 8

12+22 GD-R

Deer Lake Trail Assessment Log 7

12+35 Existing CMP culvert.

Build riprap headwall around exist. pipe on right and reinforce under the end of of the CMP pipe with riprap.

Install grade dips on either side of culvert installation.

Pic 9

12+74 GD-R

13+48 Start-exposed roots

Grade to drain

See note at 2+82. Fill with suitable, compacted material and/or add multiple grade dips, construct Inspector approved -shifted trail to establish positive drainage.

14+04 GD-R, runoff to daylight

14+56 Exposed roots - See note at 2+82

Pic 10

14+68 Remove exist. 4” tree in center of trao;

15+16 Re-establish positive drainage to right.

Start 15% grade.

Fill with suitable, compacted material and/or add multiple grade dips, and/or construct Inspector approved -shifted

8’ wide trail

Deer Lake Trail Assessment Log 8 trail with grade dips within disturbed trail-way to establish positive drainage.

15+17 Remove tree

16+00 End 15%, end 8’ trail

16+52 Knick-R. Exposed roots, see note at 2 + 82

17+02 GD-R, long r/o

17+65 Knick-R

18+41 Establish positive drainage- Install turnpike and/or add multiple grade dips, and/or shift trail with added grade dips to establish positive drainage. Inspector/ COR must approve shifted trail:

Flag minor relocations for approval - Typical

19+18 GD-R long r/o

19+27 Exposed roots, see note at 2 + 82

Cut hazard roots

19+95 Establish positive drainage

Deer Lake Trail Assessment Log 9

20+51 Re-establish trail, establish positive drainage

Re-establish trail

20+97 GD-L, establish positive

21+21 GD-L cont. establish positive

21+43 GD-L cont. establish positive

21+60 GD-L

21+61 Establish positive drainage Establish positive drainage- Install turnpike and/or add multiple grade dips, and/or shift trail to establish positive drainage. Inspector/ COR must approve shifted trail: Flag minor relocations for approval - Typical

22+06 End fill

22+10 GD-L

22+37 Remove blow down

22+40 Exposed roots – See note at 2 + 82

22+69 Remove haz. Tree-L

Deer Lake Trail Assessment Log 10

22+95 Wet area. Establish positive drainage- Install turnpike and/or add multiple grade dips, and/or shift trail with the addition of grade dips to establish positive drainage.

Inspector/ COR must approve shifted trail: Flag minor relocations for approval - Typical

No drainage to R or L, very flat area.

23+38 Install GD- w/run-out ditch

24+42 Establish positive drainage over wet area

24+82 Re-establish tread Fill be be necessary. Establish positive drainage.

25+31 GD-L

25+96 GD-L

26+30 GD-L

26+70 De-berm, Install grade dip Establish positive drainage- Install turnpike and/or add multiple grade dips, and/or shift trail to establish positive drainage. Inspector/ COR must approve shifted trail: Flag minor relocations for approval - Typical

27+80 Start- sweep curve L, GD-R

28+21 End curve

28+45 Start Re-surface, cut and dig

28+75 End re-surf.

29+19 Incised trl. Establish positive drainage.

30+08 Inc. trl, Establish positive drainage.

Deer Lake Trail Assessment Log 11

31+15 Exposed roots. See note at 2 + 82

31+50 Coweeta dip at intersection of trails. Move sign on post for visibility.

Trail makes hard left here.

Power utility access road continues to right.

Pic 15, 16 Trail intersection. Main trail left.

31+51 Start spaced GD. Minimum 4 grade dips required Pic 17

Deer Lake Trail Assessment Log 12

35+23 End GD. Bottom of 15% grade

35+65 Existing Water Crossing (wet weather conveyance). Armor through crossing with a fully framed (with 6”x6” timber) turf-stone installation, filled with aggregate. Finished surface of installation must be at grade. Framing shall be accomplished as necessary to conform to existing slope.

Cross -timbers to be placed at intervals of 3 ft. maximum.

Install grade dips, upslope of water crossing to minimize erosion and migration of sediments into crossing.

Pic 18 Approximately 30 ft long by 4 ft wide armored water crossing installation.

All materials to be approved by Inspector.

36+00 Start- 20% uphill grd.

36+63 End 20%, GD-R

37+35 GD-R

Deer Lake Trail Assessment Log 13

38+10 GD-R on flat, Power Pole-L

38+80 GD-R

39+50 Start deberm

40+80 End deberm

41+75 Knick-R

42+45 GD-R, start deberm

43+40 End deberm

43+95 Start Install 6 Grade Dips Top of hill Pic 19, 20 between 43+95-46+18

44+91 Start exist. eroded trl Note: very eroded trl, follows old wide roadbed

Deer Lake Trail Assessment Log 14

48+06 End eroded trl. Note: very eroded trl, follows old wide roadbed

46+18 End 3 GD Bottom of hill

47+50 Deberm Pic 21

48+85 GD-L long r.o., Note: deeply inc. trd

49+60 Large GD-L Need Coweeta Dip

50+10 Start inc. trd GD-R Punch berm

Deer Lake Trail Assessment Log 15

50+75 End inc. trd. Heavy grading Pic 22- Sign-R, Std. 4” FS sign

50+90 Inter.of trails, GD-L R-Trail is on old road bed

50+95 Start deberm-L

52+75 Exist. 7op of CMP Spring box on R- Pic 23

53+35 GD-L, use rock for run out Pic 24

Deer Lake Trail Assessment Log 16

53+40 End deberm

54+50 NFGD-L Restore Grade Dip

55+15 GD-L

56+40 Start existing asphalt trail, 5’ wide

No work on asphalt is included in this contract. However there may be opportunities to improve drainage on the asphalt segment of trail by de-berming, clearing, improving existing drainage features, etc.

59+54 Reference: Begin existing asphalt trail.

No asphalt work is included in this contract

60+75 Reference: Roots, broken asp. 16” oak-R

No asphalt work is included in this contract

61+55 Reference: Inter. w/ Hardtimes Conn. Trl

Pic 25

Deer Lake Trail Assessment Log 17

61+64 Start boardwalk. Remove down tree under bridge.

remove debris. Replace two 4- ft sections of curb & replace one 8 ft section of curb.

Replace broken handrails-replace top, set nails

Note: bridge structure o.k.

Deck- clean

62+80 End boardwalk

End Work

Pic 26

69+28 End Deer Lake Section Trail

Log, wheeled distance Pic 27, Parking lot, sign, trl marker