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Geologic And Hydrologic Factors Governing ... - Gunnison County

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<strong>Geologic</strong> <strong>And</strong> <strong>Hydrologic</strong> <strong>Factors</strong> <strong>Governing</strong> Impacts Of Development<br />

On The Crystal River Near Marble, Colorado<br />

<strong>Gunnison</strong> <strong>County</strong>, Colorado<br />

can be done to overcome these constraints by either private individuals or government ac-<br />

tions.<br />

8. Applicants for building permits on tracts lying within stability classes III, IV and V on the<br />

Slope Stability Map; within areas having excessive flood and avalanches hazards; or the geo-<br />

logic hazard zones shown on the Engineering <strong>Geologic</strong> Map by Rogers and Rold (1972)<br />

should be required to conduct a site-specific floodplain and geologic investigation which<br />

would be reviewed by the CGS.<br />

9. The soils and geologic data indicate that significant portions of the study area are infeasible<br />

for septic tank and leaching field construction. Even with detailed site investigations, many<br />

of these tracts will not be built upon.<br />

10. Septic tank leaching systems should not be constructed on parcels of less than 1 acre in size.<br />

11. <strong>Gunnison</strong> <strong>County</strong> present ISDS regulations, if strictly applied, will be adequate to safeguard<br />

the water quality and health of the community when utilized with the data in this report.<br />

Without strict application of the regulations and without relying on the report data and find-<br />

ings, the Ski Area Filings will cause a degeneration of the area and private and public costs.<br />

12. Due to road width, traction limitations, grade, geologic, and geotechnical constraints, the ex-<br />

isting narrow, unsurfaced access roads, particularly Serpentine Drive and the road between<br />

Slate Creek and Carbonate Creek, are not suitable for general public use. Widening, surfac-<br />

ing and bringing the main access roads up to county standards would be relatively difficult<br />

and expensive and would require higher and extended cut slopes, wider fills, and careful<br />

drainage control. Upgrading the roads would likely cause increased instability and landslide<br />

problems on steeper slopes.<br />

13. Geotechnical constraints related to landslides would create hazards to utility pipelines due to<br />

potential settlement and fracturing at vertical displacements. Field inspections showed<br />

scarps in roadways which would cause shearing of water and sewer lines. Settlement of land<br />

951-110.000 Wright Water Engineers, Inc. Page 64

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