Yellowstone Business Partnership Advancing Sustainable Enterprise

GY Framework Credit Intents and Requirements

Introduction to LUC Credits


LUC Credit 1: Sensitive Resources
LUC Credit 2: Slopes
LUC Credit 2: Slopes
LUC Credit 3.1: Views: Visual Quality
LUC Credit 3.2: Views: Night Sky
LUC Credit 4: Defensible Space
LUC Credit 5: Density and Open Space
LUC Credit 6: Brownfield Restoration
LUC Credit 7: Land Conservation
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GY Framework Intents and Requirements LUC Credit2
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LUC CREDIT 2:  SLOPES


1 POINT

    INTENT

To minimize disturbance, erosion of steep slopes, and changes in grade; reduce habitat impacts, cleared area and cut and fill volume; and diminish fire and earthquake danger.

    REQUIREMENTS

Build on sites that have no slopes greater than 25%.   (1 point)

OR


On previously developed sites with slopes greater than 25%.
•    Treat any fractions of the site that have not been previously developed by complying with the requirements for sites that are not previously developed as set forth below; (1 point)

Reduce disturbance and erosion by:
•    Green design and construction to reduce cut and fill volume
•    Using mechanically stabilized earth, soil nails, or other retention systems to reduce cut and fill volume of roads, parking lots, and graded areas, as well as resist erosion
•    Using best available control technology for erosion control
•    Restoring slopes with native or adapted vegetation
Apply creative evaluation and technology by:
•    Geological analysis to facilitate development on slope segments that are less vulnerable to erosion and slope instability, and are capable of standing at steeper angles (e.g., resistant bedrock)
•    In rare instances, tunneling
•    Biological evaluation to reduce habitat impact (e.g., some slope segments may have vegetation that is less attractive to wildlife)
•    No flat topping of hillsides.

Note: Some codes and guidelines suggest setbacks from top and toe of steep slopes. It is typical to avoid construction within 50 feet of the top of the slope, and 75 feet from the toe of the slope.  These values may be revised by geotechnical evaluation of slope stability.
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