Soils Report Requirement Guidelines |
The following general guidelines are provided to help the applicant determine whether their project will require
submittal of a Soils (or Geotechnical) Report. Soils Reports are typically not required for non-habitable structures.
If one or more of the following items is answered in the affirmative, the proposed project will probably need a Soils Report.
The County Geologist or a Registered Civil Engineer on the Planning Department staff will make the final determination.
- Is the proposed building site or access roadway located on property having any undocumented or un-permitted grading
(such as log landings, logging roads or prior, unauthorized grading)?
- Is the building site or access roadway located on a proposed fill pad or embankment deeper than two feet, or
will the building foundation be supported by fill?
- Does the project propose any grading activities with heights of cuts or fills over three feet or retaining
walls over three feet located within five feet (horizontally) of a property line? Or would the project have
any potential to cause instability or other grading-related, impacts to adjacent property?
- Is the proposed grading or development activity located in an area with an average slope gradient of 30% or more?
- Does the project involve significant cut and/or fill slopes (i.e. five feet or greater in height) related to
slope stabilization, landslide repairs, streambank or coastal protection structures, or retaining walls of five
feet or greater height?
- Is there evidence of high groundwater, or spring activity in the vicinity of the proposed grading?
- Is any portion of the proposed area of development within a FEMA floodplain or floodway?
- For projects adjacent to any (existing or proposed) slopes exceeding 33.3% slope and six feet in height, are
any proposed structures located within the setback area as depicted on Figure1, attached hereto.
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EXAMPLE:
For Slope Height of 18 Feet:
Downhill Setback = H/2 = 18/2 = 9 Feet
Uphill Setback = H/3 = 18/3 = 6 Feet |
For Slope Height of 48 Feet:
Downhill Setback = H/2 = 48/2 = 24, but 15 feet max.
Uphill Setback = H/3 = 48/3 = 12 Feet
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For Slope Height of 150 Feet:
Downhill Setback = H/2 = 150/2 = 75, but 15 feet max.
Uphill Setback = H/3 = 150/3 = 50, but 40 feet max |