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CIM-0908-1T-462-0908-01
ATTACHMENT D
Details for additional new construction trails
Millstone Lake Area
FT 032F
| 0+00 |
| Begin at FR 423C on the south side across from FT 001, River to River trail |
Open timber, 10-12% side slope
Begin Full bench cut, 36” tread with 6’ clearing Begin 4” deep 36” wide aggregate surfacing Existing trail is to the west, begin trail obliteration, 400’ total
| 3+03 |
| Crosses existing trail, end trail obliteration (100’ on to south) |
| 7+50 |
| Drainage, harden with rocks on site |
| 11+08 |
| Drainage, harden with rocks on site |
| 12+11 |
| Drainage, harden with rocks on site |
| 13+40 |
| Large boulder area trail weaves in and out of them, begin loose rock area |
| 14+50 |
| Existing trail, obliterate 200’ |
| 19+26 |
| End aggregate surfacing |
Begin 15-20% side slope
| 20+50 |
| Drainage, harden with rocks on site |
| 22+00 |
| Drainage, harden with rocks on site |
| 23+70 |
| End construction at junction FT 032 |
FT 033 and 033A
| 0+00 |
| Begin at FR 423C on the south side after intersection with private road going north |
Begin full bench cut, 36” tread with 6’ clearing heading south
Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric
| 2+70 |
| End 8” excavation with fabric. |
Continue 4” aggregate surfacing
| 10+40 |
| Drainage, harden with 4” aggregate with geotextile fabric, 10’ |
| 11+10 |
| Existing trail, obliterate 200’ |
| 12+41 |
| Existing trail, obliterate 200’ |
| 12+75 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric |
| 13+25 |
| Existing trail, obliterate 200’ |
| 13+50 |
| End 8” excavation with fabric. |
Continue 4” aggregate surfacing
| 20+50 |
| Drainage, harden with 6” aggregate with fabric, 20’ |
Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Cedar grove
| 22+34 |
| Crossing, end 8” excavation, continue 4” aggregate surfacing |
| 26+31 |
| Old road bed, steep bank going into |
| 26+55 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric in road bed bottom |
| 27+00 |
| End 8” excavation, continue 4” aggregate surfacing |
Steep bank out off road bed
| 27+32 |
| Existing trail, obliterate 200’ |
| 31+54 |
| Existing trail, obliterate 200’ |
| 35+37 |
| Existing trail, obliterate 200’ |
Wet area, Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric
| 37+06 |
| End 8” excavation, continue 4” aggregate surfacing |
| 37+82 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric |
| 38+12 |
| End 8” aggregate, continue 4” aggregate surfacing |
Exisitng trail, obliterate 100’
| 40+50 |
| Juntion FT 031, continue east |
FT 033 goes south Aggregate dump site to east along Cedar Grove road
| 41+54 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric |
Old forest road, aggregate hauling access
| 45+50 |
| End 8” excavation, continue 4” aggregate surfacing |
| 47+20 |
| Existing trail, obliterate 100’, continue trail south |
| 48+00 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric |
| 49+80 |
| End 8” excavation, continue 4” aggregage surfacing |
| 51+40 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric |
| 53+00 |
| End 8” excavation, continue 4” aggregate surfacing |
| 54+80 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric |
| 57+35 |
| End 8” excavation, continue 4” aggregate surfacing |
| 59+50 |
| Existing trail, obliterate 200’ |
| 66+60 |
| End all aggregage surfacing |
Enter hardwoods, 10-15% side slope
| 69+70 |
| Flat rock, jackhammer 10’ |
Begin scattered large and small rocks Exisitng trail, obliterate 200’
| 78+50 |
| Drainage, harden with rocks on site |
| 81+46 |
| Drainage, harden with rocks on site |
| 82+00 |
| End trail construction of FT 033 at junction FT 032 at turn |
FT 031 White
| 0+00 |
| Begin at junction FT 033 (new) |
Begin 4” aggregate surfacing heading east towards Cedar Grove Rd
| 2+10 |
| Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric |
| 3+60 |
| Crossed Cedar Grove Road, continue on east side |
Install culvert (government provided) on east side of road Continue 8” excavation with fabric and aggregate
| 10+00 |
| Existing trail, obliterate 100’ |
| 13+00 |
| End 8” excavation, continue 4” aggregate surfacing |
| 20+70 |
| End new construction at junction FT 031K and aggregate surfacing |
031C
| 0+00 |
| Begin at junction FR 421A near Sand Cave |
Construct high line tie up area 100’ long and 50’, clear brush and debris
Begin full bench cut, 36” tread with 6’ clearing headin south, 20-25 % side slope in hardwoods
| 1+67 |
| Existing trail, obliterate 100’ |
| 4+00 |
| Drainage, harden with rocks on site |
| 8+36 |
| Existing trail, obliterate 100’ |
30-40% side slope
| 10+36 |
| Crosses existing trail, very rutted and rocky |
Construct 10’ Retaining Wall in large rut
| 14+41 |
| Drainage, harden with rocks on site |
| 14+56 |
| Drainage, harden with rocks on site |
| 14+70 |
| Drainage, harden with rocks on site |
| 14+77 |
| Begin climbing turn, very rocky |
| 15+00 |
| Rock, jackhammer 8’ |
| 15+51 |
| Exisitng trail, obliterate 200’ |
| 16+68 |
| Bluff on right, jackhammer 10’ |
| 17+50 |
| Rock, jackhammer 10’ |
15-20% side slope
| 18+74 |
| Rock, jackhammer 10’ |
| 19+70 |
| Major creek, harden exit with existing rock on site |
| 20+35 |
| End of new construction at junction FT 030 |
FT 030 Bay Creek
Begin at junction FT 031C south of creek, existing trail follows old road with bluff on the right, creek left Begin trail restoration
Begin full bench cut, 36” tread with 6’ clearing headin south Hardwood, <10% side slope
| 1+81 |
| Drainage, harden with rocks on site |
| 2+81 |
| Drainage, harden with rocks on site |
| 3+27 |
| Begin >40% side slope |
| 5+30 |
| Existing trail, obliterate 100’ |
30% side slope
| 6+80 |
| Existing trail, obliterate 200’ |
| 8+32 |
| Existing trail, obliterate 100’ |
>35% side slope
| 11+00 |
| Drainage, harden and build Retaining Wall, 8’ |
| 13+33 |
| Switchback, type II |
25-30% side slope
| 16+64 |
| ATV trail, obliterate 200’ |
| 18+80 |
| Existing trail, obliterate 200’ |
| 19+86 |
| Drainage, harden with rocks on site |
| 24+69 |
| Drainage, harden with rocks on site |
| 28+90 |
| Drainage, harden with rocks on site |
Begin 4” aggregate surfacing in pine stand <10% side slope
| 36+80 |
| Drainage, harden with 8” aggregate with geotextile fabric, 15’ |
Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric
| 43+90 |
| End 8” excavation and aggregate surfacing at junction FT 030D and old road (old FT 001) ¾ mile to aggregate dump site off Cedar Grove Road |
0+00
Segment B
Begin at junction FT 031C south of creek, existing trail goes west along old road south of creek
| 7+00 |
| Leaves existing trail |
Begin full bench cut, 36” tread with 6’ clearing
| 7+20 |
| Begin large scattered rocks throughout section |
Jackhammer 30’ 30% side slope between creek and bluff
| 10+40 |
| End rocky section, back on existing trail, restoration |
| 14+60 |
| Leave existing trail, >40% side slope with rocks boulders |
| 15+52 |
| Drainage, retaining wall 12’ |
| 16+74 |
| Existing trail, restoration |
| 19+45 |
| Leaves trail, >35% side slope with rocks |
| 20+40 |
| Existing trail, restoration |
| 21+50 |
| Leaves trail, 20% side slope |
| 24+10 |
| Rock, jackhammer 30’ |
| 27+30 |
| Very large boulder, jackhammer 40’ or other methods might be needed |
| 31+40 |
| End very rocky boulders and small rock section |
Continue new trail construction
| 33+81 |
| Creek, smooth out approaches |
| 34+56 |
| Existing trail, obliterate 150’ |
Flat creek bottoms till hill side
| 35+38 |
| Begin 30-40% side slope |
| 36+37 |
| Drainage, harden with rocks on site |
| 38+08 |
| Drainage, harden with rocks on site, build Retaining Wall 20’ |
| 38+40 |
| Drainage, harden with rocks on site |
| 45+42 |
| Drainage, harden with rocks on site |
| 46+63 |
| Drainage, harden with rocks on site |
25-30% side slope
| 47+93 |
| Drainage, harden with rocks on site |
| 48+34 |
| Drainage, harden with rocks on site |
| 55+70 |
| Existing trail, obliterate 100’N, follows trail along bluff |
| 56+80 |
| Existing trail, obliterate 100’ N, leaves trail |
30-35% side slope
| 59+33 |
| Existing trail, obliterate 100’ South |
New trail follows existing trail, obliterate as go
| 63+40 |
| End trail obliteration |
| 65+24 |
| 35-45% side slope, weaves in and out of large boulders |
| 75+31 |
| Drainage, harden with rocks on site |
| 80+00 |
| Down off side slope in creek bottoms |
| 82+80 |
| Begin 40-45% side slope, very rocky above creek |
25-30% side slope
| 93+85 |
| Drainage, harden with rocks on site |
30% side slope
| 9627 |
| Drainage, harden with rocks on site |
| 101+91 |
| Drainage, harden with rocks on site with Retaining Wall 12’ |
>35% side slope
| 102+78 |
| Drainage, harden with rocks on site |
| 107+18 |
| Weaves in and out of large rocks below the bluff |
| 108+44 |
| Rock, jackhammer 10’ |
| 111+52 |
| Large boulder, jackhammer 30’ |
Large rocks scattered
| 123+11 |
| End very steep rocky section at creek (very pretty) |
Continue on other side creek with 45% side slope
Large rock area
| 133+25 |
| Switchback, Type II |
| 136+65 |
| Junction FT 032 (uphill) |
Continue new trail construction to the south
| 137+23 |
| Drainage, harden with rocks on site |
| 140+00 |
| Drainage, harden with rocks on site |
| 141+36 |
| Begin 30% side slope with scattered rocks |
| 143+00 |
| 20% side slope in open timber |
| 146+62 |
| Drainage, harden with rocks on site |
| 147+13 |
| Existing trail, obliterate 200’ |
| 148+22 |
| Drainage, harden with rocks on site |
| 151+00 |
| Existing trail, obliterate 200’ |
10-12% side slope
| 155+10 |
| Existing trail, obliterate 100’ to south |
| 158+99 |
| Existing trail, obliterate 100’ |
| 162+67 |
| Existing trail, obliterate 200’ |
| 165+81 |
| Existing trail, obliterate 200’ |
| 166+80 |
| End new construction of FT 030 at junction of FT 032 |
| 210+70 |
| Total of Segment A and B |
FT 030D
| 0+00 |
| Begin at junction FT 031 (new) and old road (old FT 001) ¾ mile to aggregate dump site off Cedar Grove Road |
Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric In pine stand, follows existing trail
| 2+35 |
| Leaves trail, Obliterate 100’ |
| 12+75 |
| End 8” excavation, continue 4” aggregate surfacing |
| 15+90 |
| End aggregate surfacing in hardwood |
10-12% side slope
| 17+85 |
| End new trail construction at FT 001 |
Dog Hollow Area
FT 487
Segment A
Begin at west end of trail on FR 432, south of Zimmer Cemetery. There is a dispersed camping site and new trail construction begins on west hill side.
Begin full bench cut, 36” tread with 6’ clearing Flat, open timber with small brush
| 2+00 |
| Begin 30-40% side slope and rocky |
| 3+23 |
| Drainage, harden with rocks on site |
| 7+57 |
| Drainage, harden with rocks on site |
| 10+00 |
| Drainage, harden with rocks on site |
| 11+50 |
| Major drainage, harden with rocks on site |
| 11+60 |
| Major drainage, harden with rocks on site |
| 12+10 |
| Begin >40% side slope |
| 14+69 |
| Drainage, harden with rocks on site |
| 18+21 |
| Begin 25% side slope, very rocky |
| 22+87 |
| Large exposed rocks, jack hammer 20’ |
| 24+00 |
| Begin 45% side slope |
| 36+00 |
| Major drainage, harden with rocks on site |
30-40% side slope
| 37+06 |
| Existing trail, obliterate 200’ |
Very rocky
| 61+39 |
| Drainage, harden with rocks on site |
| 61+70 |
| Drainage, harden with rocks on site |
| 65+35 |
| Drainage, harden with rocks on site |
| 68+00 |
| Rock, jack hammer 20’ |
| 69+10 |
| Rock, jack hammer 20’ |
| 74+50 |
| Existing trail, obliterate 200’ |
| 75+67 |
| Begin 30-35% side slope |
| 80+65 |
| Drainage, harden with rocks on site |
| 80+80 |
| Drainage, harden with rocks on site |
| 81+30 |
| Existing trail, obliterate 20’ |
| 86+95 |
| Drainage, harden with rocks on site |
| 99+20 |
| Major creek crossing, harden with rocks on site |
Begin 35-40% side slope
| 101+02 |
| Drainage, harden with rocks on site |
Down tree
| 102+06 |
| Drainage, harden with rocks on site |
| 103+20 |
| Drainage, harden with rocks on site |
10-15% side slope or less
| 111+49 |
| Drainage, harden with rocks on site |
| 115+44 |
| Drainage, harden with rocks on site |
| 115+77 |
| Drainage, harden with rocks on site |
| 120+81 |
| Drainage, harden with rocks on site |
| 124+08 |
| Drainage, harden with rocks on site |
| 128+30 |
| Drainage, harden with rocks on site |
Obliterate existing trail on both sides of road, 200’ Hardwood timber 15% side slope
| 14048 |
| Drainage, harden with rocks on site |
| 140+91 |
| Drainage, harden with rocks on site |
| 141+89 |
| Drainage, harden with rocks on site |
| 144+04 |
| Drainage, harden with rocks on site |
| 146+95 |
| Drainage, harden with rocks on site |
Begin 25-30% side slope
| 152+90 |
| Drainage, harden with rocks on site |
Scattered large rocks
| 156+40 |
| Drainage, harden with rocks on site |
| 160+54 |
| Existing trail, obliterate 200’ |
| 162+10 |
| Drainage, harden with rocks on site |
| 162+20 |
| Drainage, harden with rocks on site |
| 163+20 |
| Drainage, harden with rocks on site |
| 163+30 |
| Drainage, harden with rocks on site |
| 167+55 |
| Drainage, harden with rocks on site |
| 168+67 |
| Exposed rock, jack hammer 15’ |
Begin rocky section, >40% side slope
| 173+00 |
| Old road bed, existing trail, obliterate 200’ |
| 181+83 |
| Drainage, harden with rocks on site and Retaining Wall, 25’ |
| 189+38 |
| Several down trees |
| 191+95 |
| Major drainage, harden with rocks on site |
| 193+00 |
| Major drainage, harden with rocks on site |
Continue 40-45% side slope
| 196+45 |
| Drainage, harden with rocks on site |
| 198+10 |
| Drainage, harden with rocks on site |
Begin < 35% side slope
| 209+80 |
| Drainage, harden with rocks on site |
| 203+40 |
| Large tree top hanging |
Begin rocky section, >35%
| 209+80 |
| Drainage, harden with rocks on site |
| 216+74 |
| Drainage, harden with rocks on site |
| 218+00 |
| Drainage, harden with rocks on site |
| 220+35 |
| Switchback, Type II |
Very rocky area
| 223+00 |
| Entering Dog Hollow, large creek, ok |
| 224+00 |
| Existing trail, obliterate 100’ north |
Follows existing trail to the south
| 225+04 |
| Creek crossing, harden with rocks on site |
| 227+65 |
| Creek crossing, harden with rocks on stie |
| 228+83 |
| Leaves existing trail, obliterate 100’ |
| 229+09 |
| Drainage, harden with rocks on site |
| 232+00 |
| Major Creek crossing, harden with rocks on site |
| 233+07 |
| Down tree, <10% slope |
| 234+82 |
| Drainage, harden with rocks on site |
| 244+80 |
| Drainage, harden with rocks on site |
| 251+50 |
| Down tree, > 25% slope |
| 263+30 |
| Major creek crossing, begin side hill, leave pines |
| 264+40 |
| Drainage, harden with rocks on site |
| 265+15 |
| Drainage, harden with rocks on site |
| 267+55 |
| Drainage, harden with rocks on site, construct 10’ Retaining Wall |
Begin aggregate 4” aggregate surfacing 15% side slope
| 286+24 |
| Several down pine trees |
| 292+51 |
| Several down pine trees |
Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Very brushing and flat
| 308+70 |
| End at county road, Oak |
Aggregate dump site
Segment B Begin on east side of Oak road at aggregate dump site heading east towards Bethesda Church
Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric
Very brushing and flat though the pines
| 6+22 |
| Crossed old road bed, end 8” excavation, continue 4” aggregate surfacing |
Hardwoods >10% side slope
| 7+22 |
| Climbing turn, 15% side slope |
| 10+93 |
| Drainage, harden with rocks on site |
Continue 4” aggregate surfacing
| 16+00 |
| Major drainage, harden with 20’ fabric with 8” aggregate |
| 17+40 |
| Major drainage, harden with 30’ fabric with 8” aggregate |
| 25+00 |
| Drainage, harden with rocks on site |
| 25+15 |
| Drainage, harden with rocks on site |
End all aggregate surfacing
| 26+53 |
| Drainage, harden with rocks on site |
20-30% side slope
| 29+00 |
| Drainage, harden with rocks on site |
| 32+75 |
| Drainage, harden with rocks on site |
| 32+80 |
| Drainage, harden with rocks on site |
| 34+30 |
| Drainage, harden with rocks on site |
| 36+30 |
| Drainage, harden with rocks on site |
| 41+61 |
| Drainage, harden with rocks on site |
| 45+75 |
| Drainage, harden with rocks on site |
| 52+14 |
| Drainage, harden with rocks on site |
| 54+10 |
| Drainage, harden with rocks on site |
| 60+20 |
| Begin very rocky section |
35-40% side slope
| 64+75 |
| Drainage, harden with rocks on site |
| 64+90 |
| Drainage, harden with rocks on site |
| 66+50 |
| Drainage, harden with rocks on site |
| 69+20 |
| Drainage, harden with rocks on site |
| 71+00 |
| Drainage, harden with rocks on site |
| 75+40 |
| Existing trail, obliterate 200’ |
Old road bed, flat area
| 88+63 |
| Drainage, harden with rocks on site |
| 90+24 |
| Drainage, harden with rocks on site |
Very rocky and steep
| 90+40 |
| Drainage, harden with rocks on site |
| 95+45 |
| Drainage, harden with rocks on site |
| 95+55 |
| Drainage, harden with rocks on site |
| 97+00 |
| Between 2 large boulders |
| 97+77 |
| Major Drainage, harden with rocks on site |
| 98+15 |
| Drainage, harden with rocks on site |
>45% side slope, rocky
| 109+11 |
| Drainage, harden with rocks on site |
| 109+20 |
| Drainage, harden with rocks on site |
| 110+65 |
| Drainage, harden with rocks on site |
Goes between 2 boulders
| 112+40 |
| Exposed rock, jack hammer 10’ |
| 112+75 |
| Major Drainage, harden with rocks on site |
| 121+73 |
| Major Drainage, harden with rocks on site with 10’ Retaining Wall |
| 125+65 |
| Major Drainage, harden with rocks on site |
| 140+80 |
| Major Drainage, harden with rocks on site |
| 144+80 |
| Drainage, harden with rocks on site |
| 150+40 |
| Drainage, harden with rocks on site |
| 152+20 |
| Drainage, harden with rocks on site |
| 154+22 |
| Drainage, harden with rocks on site |
| 157+57 |
| Drainage, harden with rocks on site |
| 162+76 |
| Drainage, harden with rocks on site |
15-25% side slope
| 168+30 |
| Drainage, harden with rocks on site |
| 173+55 |
| Drainage, harden with rocks on site |
| 177+95 |
| Drainage, harden with rocks on site |
| 181+20 |
| Drainage, harden with rocks on site |
| 183+10 |
| Drainage, harden with rocks on site |
| 185+30 |
| Drainage, harden with rocks on site |
| 190+45 |
| Drainage, harden with rocks on site |
| 195+86 |
| Drainage, harden with rocks on site |
| 198+82 |
| Drainage, harden with rocks on site |
| 208+00 |
| End at junction of FR 1870A |
| 51,670 |
| Total for Segment A and B |
