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KRIS Ten Mile: Chart Table Page
Area | Basinwide/General |
Topic | Sediment: Matthews Road Densities All Ten Mile River Sub-Basins |
Caption: The Chart Table MatthewsTenRoads.dbf was derived from Matthews and Associates (2000) Table 28. The SUB_WATERS is the Matthews sub-basin naming convention. DRAINAGE is the drainage area of the basin in square miles, HIGHWAY is paved highway road miles, PERMANENT is improved haul roads, SEASONAL are roads used for logging only seasonally which are generally not rocked and TEMPORARY are side roads constructed for activities (i.e., logging) which are used only once then abandoned. TOTAL_MI is the total road mileage in a basin and MI/SQMI is the road density in miles per square mile.
50 rows of a possible 3342 have been displayed.
SUB-WATERS | DRAINAGE_A | HIGHWAY | PERMANENT | SEASONAL | TEMPORARY | TOTAL_MI | MI/SQMI |
---|---|---|---|---|---|---|---|
Upper_NF | 10.4 | 0 | 0 | 55.4 | 6.67 | 62.07 | 5.97 |
Mid_NF | 8.98 | 0 | 0 | 34.27 | 2.64 | 36.91 | 4.11 |
Bald_Hill | 5.14 | 0 | 2.04 | 25.99 | 1.06 | 29.09 | 5.66 |
Lower_NF | 6.7 | 0 | 5.78 | 63.23 | 4.54 | 73.54 | 10.98 |
Little_NF | 7.75 | 0 | 9.35 | 78.88 | 1.79 | 90.01 | 11.61 |
Upper_MF | 11.64 | 0 | 0 | 84.9 | 1.24 | 86.14 | 7.4 |
Mid_MF | 6.45 | 0 | 1.76 | 31.28 | 0.79 | 33.83 | 5.24 |
L_Bear_Hav | 3 | 0 | 0.06 | 19.31 | 0 | 19.37 | 6.46 |
Bear_Haven | 6.6 | 0 | 0.04 | 72.32 | 0.16 | 72.52 | 10.99 |
Lower_MF | 5.76 | 0 | 7.66 | 35.7 | 0.61 | 43.96 | 7.63 |
Upper_SF | 8.18 | 0 | 4 | 50.87 | 1.38 | 56.25 | 6.88 |
Redwood | 7.87 | 0 | 4.3 | 59.68 | 3.78 | 67.77 | 8.61 |
Churchman | 3.96 | 0 | 1.96 | 27.35 | 0 | 29.3 | 7.4 |
Mid_SF | 5.52 | 0 | 13.65 | 42.14 | 0.7 | 56.49 | 10.23 |
Campbell | 4.25 | 0 | 4.87 | 32.54 | 2.88 | 40.29 | 9.48 |
Smith | 5.49 | 0 | 4.82 | 36.92 | 0.59 | 42.33 | 7.71 |
Lower_SF | 3.12 | 0 | 7.93 | 17.29 | 0.57 | 25.79 | 8.26 |
Main_TM | 4.28 | 0 | 6.19 | 28.88 | 2.88 | 37.96 | 8.87 |
Mill_Cr | 2.71 | 0 | 0.59 | 21.44 | 1.74 | 23.78 | 8.77 |
Estuary | 1.84 | 0.96 | 5.28 | 6.73 | 0 | 12.97 | 7.05 |
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