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<br />Table 1.4i. Calculatlon Ibr Tlme Raqulrsd m Rprsds Rosds pps 1
<br />Length Volume Vdums Ripplnp Rprada
<br />Rosd Dsscrlptlon Typs (ft) (boys) Q26% svMl Houn Hours
<br />East A SpIR Hal 1,200 20,000 25,000 20 20
<br />Mlno Access Mass 6,800 54,022 87,528 55 54
<br />Expl Storaps Access 1,800 13,098 18,370 13 13
<br />No Name d2 Access 520 4,258 5,920 4 4
<br />No Nams04 Access 1,500 12,278 15,347 12 12
<br />Potable water VUsll Aocpa 500 4,063 5,118 4 4
<br />w. geaR nooses 660 7,zo3 e,oo4 7 7
<br />M, PysaR Axese 500 4,083 5,718 4 4
<br />E. gssR 1 Mass 800 6,546 8,165 7 7
<br />E. gesR 2 Accps 600 4,811 8,136 5 5
<br />Grouse Access 1,280 10,477 13,096 t1 10
<br />West Hums Access 750 8,139 7,874 8 8
<br />Deal Axesa 750 8,139 7,874 6 8
<br />Horns Axess 750 8,139 7,674 6 6
<br />MIddN Flume Mass 750 8,139 7,674 8 6
<br />Eaq Mlddk Flume Access 750 8,139 7,874 B 8
<br />East Flume Acasa 750 8,199 7,874 8 8
<br />~ ToLI 149,160 2,397,507 2,886,863 2,422 2,390
<br />w
<br />W
<br />m Road Typa 1 - Typlal Access Road Cron Section - 22 1 aq R
<br />Rosd Typs 2 - 7yplal Haul RoW Cross Section -450 aq R
<br />Road Typs 3 - Typleal HauWyalk Rd Cross Section -480 aq R
<br />Rlpplrq ProductNRy - 1500 bry/hr ~ sw5000 fps
<br />Come6on Fsetor ~ .68
<br />Adf uated ProduciNRy ~ 960 brymr
<br />Rprada: Cat D10N, 80 test average push, 1800 Iry/hr
<br />Consctlon Factor ~ .68
<br />AdJueted ProductNRy ~ 1264 kY/hr
<br />....i
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<br />d1D1r ~ '~
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