|
LEGEND
<br />7810 SURFACE CONTOUR
<br />_ — — — — — — _ ROADS
<br />ORAMIAGE
<br />SOL 1MT BOIMDARY
<br />REAFA LLMIVI% AIM `\ ���1\\ ZT�1���I// ll/ 1�I///! i(/ Alll1\ r</%//////////_%//// 7�!` � % �\\ i // / %/// / /// ////// / / / / / %�l�llll' `)l io ' !)!1111,18111111 \ \ \��,111�)) r OPEN WATER
<br />� p �yl��j� irk
<br />��( - CO RNER
<br />\1l 1 / ► ( //f �� 'il �� .111\ /� % :. ,
<br />NOT TO BE AFFECTED
<br />' 1 TO BE AFFECTED
<br />N -36000
<br />N -37000
<br />N -38000
<br />N -39000
<br />N -40000
<br />N -41000
<br />N -42000
<br />T
<br />5
<br />N
<br />N -43000
<br />N -44000
<br />N -45000
<br />N -46000
<br />N -47000
<br />N -4800C
<br />MAP UAIT NAMES Ally NUMBERS
<br />N -36000
<br />NQM Soil Survey Done By J Nyenhuls, Certified
<br />Professional Soil Scientist. December 1997
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />R88W 0
<br />0
<br />0
<br />0
<br />0 0
<br />X8F
<br />Winevede - Spiltro Loam Complex. 50 -70 Percent Slopes
<br />11C
<br />Binco Clay Loam, 10 -15 Percent Slopes
<br />11D
<br />°
<br />°
<br />°
<br />°
<br />° °
<br />12D
<br />Buckskin Lamm, 15 -30 Percent Slopes
<br />N -37000
<br />12E
<br />N
<br />�
<br />°
<br />Spas Loam, 0 -5 Percent Slopes
<br />1
<br />t0
<br />In O
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />I
<br />7
<br />7
<br />�
<br />34D
<br />34E
<br />Coutis Silt Loam, 30 -50 Percent Slopes
<br />34F
<br />Coutis Silt Loam, 50 -70 Percent Slopes
<br />35C
<br />Aeberg Clay, f0 -15 Percent Slopes
<br />35D
<br />Aeberg Clay. 15 -30 Percent Slopes
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W W
<br />LEGEND
<br />7810 SURFACE CONTOUR
<br />_ — — — — — — _ ROADS
<br />ORAMIAGE
<br />SOL 1MT BOIMDARY
<br />REAFA LLMIVI% AIM `\ ���1\\ ZT�1���I// ll/ 1�I///! i(/ Alll1\ r</%//////////_%//// 7�!` � % �\\ i // / %/// / /// ////// / / / / / %�l�llll' `)l io ' !)!1111,18111111 \ \ \��,111�)) r OPEN WATER
<br />� p �yl��j� irk
<br />��( - CO RNER
<br />\1l 1 / ► ( //f �� 'il �� .111\ /� % :. ,
<br />NOT TO BE AFFECTED
<br />' 1 TO BE AFFECTED
<br />N -36000
<br />N -37000
<br />N -38000
<br />N -39000
<br />N -40000
<br />N -41000
<br />N -42000
<br />T
<br />5
<br />N
<br />N -43000
<br />N -44000
<br />N -45000
<br />N -46000
<br />N -47000
<br />N -4800C
<br />N -41000
<br />N -42000
<br />T
<br />5
<br />N
<br />N -43000
<br />G Mff . 661]
<br />N -45000
<br />N -46000
<br />N -47000
<br />N -48000
<br />10, ;� �PMES
<br />37382 Ts
<br />N -4900(
<br />(, Mo fill
<br />N -5100(
<br />L
<br />L
<br />N -49000 I
<br />PROFES SIONAL ENGINEER'S STA TEMENT
<br />know /edge and information.
<br />s /9/
<br />Dote Rober J. hevAng, CO P.E. 37382
<br />/ Robert J. ShevAng, slate that the changes
<br />in revision PR -05 /doted 05105/ were prepared
<br />under my supervision and a// information presented
<br />hereon is true and correct to the best of my
<br />0 0 0 0 0 0 R88W o m W
<br />N N N o CONTOUR INTERVAL Sft.
<br />N N N
<br />W W W W W W
<br />W W W W Do
<br />MAP UAIT NAMES Ally NUMBERS
<br />N -36000
<br />NQM Soil Survey Done By J Nyenhuls, Certified
<br />Professional Soil Scientist. December 1997
<br />2 V
<br />Routl Clay Loam, 15 -30 Percent Slopes
<br />2 V
<br />Routt Clay Loam, 30 -50 Percent Slopes
<br />X8D
<br />Wmevada-SpHro Loam Complex, 15 -30 Percent Slopes
<br />X8E
<br />WMevada- Spiltro Loam Complex, 30 -50 Percent Slopes
<br />X8F
<br />Winevede - Spiltro Loam Complex. 50 -70 Percent Slopes
<br />11C
<br />Binco Clay Loam, 10 -15 Percent Slopes
<br />11D
<br />Binco Clay Loam, 15 -30 Percent Slopes
<br />12C
<br />Buckskin Loam, 10 -15 Percent Slopes
<br />12D
<br />Buckskin Lamm, 15 -30 Percent Slopes
<br />N -37000
<br />12E
<br />Buckskin Loam, 30 -50 Percent Slopes
<br />27A
<br />Spas Loam, 0 -5 Percent Slopes
<br />28A
<br />SHas- Venable Loam Complex, 0 -5 Percent Slopes
<br />33D
<br />Lymanson Variant IShsHow) - Teton Complex,
<br />15 -30 Percent Slopes
<br />34C
<br />Coutis Silt Loam, 10 -15 Percent Slopes
<br />34D
<br />Coutis Silt Loam, 15 -30 Percent Slopes
<br />34E
<br />Coutis Silt Loam, 30 -50 Percent Slopes
<br />34F
<br />Coutis Silt Loam, 50 -70 Percent Slopes
<br />35C
<br />Aeberg Clay, f0 -15 Percent Slopes
<br />35D
<br />Aeberg Clay. 15 -30 Percent Slopes
<br />35E
<br />Aeberg Clay, 30 -50 Percent Slopes
<br />N -38000
<br />468
<br />Spllto Loam, 5 -10 Percent Slopes
<br />46C
<br />Spllto Loem, 10 -15 Percent Slopes
<br />46D
<br />SOHO Loam, 15 -30 Percent Slopes
<br />V46D
<br />Splito Variant (Stony) Loam, 15 -30 Percent Slopes
<br />50C
<br />Cochetope Loam, 10 -15 Percent Slopes
<br />50D
<br />Cochetope Loem, 15 -30 Percent Slopes
<br />50E
<br />Cochetope Loam, 30 -50 Percent Slopes
<br />V50D
<br />Cochetope Variant /Moderately Deep) Loam,
<br />15 -30 Percent Slopes
<br />53C
<br />WMevada Loam, 1045 Slopes
<br />53D
<br />Winevede Loam, 15 -30 Percent Slopes
<br />N -39000
<br />53E
<br />Winevada Loam, 30 -50 Percent Slopes
<br />53F
<br />Winevede Loam, 50 -70 Percent Slopes
<br />62C
<br />Chaperton Sandy Clay Loam, 10 -15 Percent Slopes
<br />62D
<br />Chaperton Sandy Clay Loam, 15 -30 Percent Slopes
<br />66D
<br />Foide/ Silt Loam, 15 -30 Percent Slopes
<br />66E
<br />Foidel Silt Loam, 30 -50 Percent Slopes
<br />66F
<br />Foide/ Silt Loam, 50 -70 Percent Slopes
<br />70D
<br />Skyway Silt Loam, 15 -30 Percent Slopes
<br />99
<br />Cryoborolls -Rock Outcrop Complex,
<br />30 -70 Percent Slopes
<br />101
<br />Ustic TorriorMents -Rock Outcrop Complex.
<br />50 -70 Percent Slopes
<br />103
<br />Roxel Variant (Moderately Despl - Lymanson- Stermen
<br />N -40000
<br />Complex, 30 -70 Slopes
<br />S 103
<br />Starman Fine Sandy Loam, 30 -70 Percent Slopes
<br />RO
<br />Rock Outcrop
<br />DL
<br />Disturbed Land (Roods,OH Well Pad, Pond Embankment
<br />or Borrow Areal
<br />Nt
<br />water
<br />N -41000
<br />N -42000
<br />T
<br />5
<br />N
<br />N -43000
<br />G Mff . 661]
<br />N -45000
<br />N -46000
<br />N -47000
<br />N -48000
<br />10, ;� �PMES
<br />37382 Ts
<br />N -4900(
<br />(, Mo fill
<br />N -5100(
<br />L
<br />L
<br />N -49000 I
<br />PROFES SIONAL ENGINEER'S STA TEMENT
<br />know /edge and information.
<br />s /9/
<br />Dote Rober J. hevAng, CO P.E. 37382
<br />/ Robert J. ShevAng, slate that the changes
<br />in revision PR -05 /doted 05105/ were prepared
<br />under my supervision and a// information presented
<br />hereon is true and correct to the best of my
<br />0 0 0 0 0 0 R88W o m W
<br />N N N o CONTOUR INTERVAL Sft.
<br />N N N
<br />W W W W W W
<br />W W W W Do
<br />
|