Laserfiche WebLink
These requirements may be modified by the director of public works when cuts or fills <br />are supported by retaining walls, approved by the director, or when the permittee submits <br />an engineer's soils report stating that the soil conditions will permit a lesser horizontal <br />distance without causing damage or danger to the adjoining property. <br />(b) A retaining wall of six feet and over.or as otherwise provided by the County building <br />code, shall be designed by a professional engineer when deemed necessary by the <br />director of public works. Setback requirements of the County zoning ordinance are <br />referenced herein and the State land use commission and County zoning ordinance and <br />other agencies' requirements on shoreline improvements shall be complied with. <br />Section 10-20. Maximum cleared area. <br />The maximum area of land that may be cleared for grading or grubbing is fifteen acres. <br />Noncontiguous increments may be worked on concurrently provided that no single graded area <br />exceeds fifteen acres. The area of land that may be cleared may be reduced by the director of <br />public works to control pollution and minimize storm damage. However, if soils, hydrologic, <br />climatic and construction conditions warrant, and adequate erosion and sedimentation control <br />measures are taken, the director of public works may authorize additional area to be opened. <br />Additional area shall not be cleared for grading or grubbing until erosion and sedimentation <br />control measures to prevent dust or erosion problems in the area already graded or grubbed have <br />been undertaken incompliance with the requirements of this chapter. <br />Section 10-21. Fill materials. <br />(a) The fill material may consist of rock, gravel, sand, soil, or a mixture thereof. Except for <br />slopes, the fill shall be compacted to minimum ninety percent of maximum density as <br />determined by the ASTM soil compaction test D1557, as amended. The director of <br />public works shall inspect the work and may require adequate inspection and compaction <br />control substantiated by test results by an engineer qualified to prepare an engineer's soils <br />report. These requirements may be modified by the director of public works if the <br />permittee submits an engineer's soils report substantiating with appropriate investigation <br />and analysis that the required ninety percent compaction density may be lowered without <br />causing excessive settlement, creep, or stability problems. <br />(b) Before placing fill or stockpiling, the natural ground surface shall be prepared and, if <br />required by the director of public works, shall be keyed by a series of benches. No fill <br />shall be placed over any water spring, marsh, refuse dump, nor upon a soggy or springy <br />foundation, provided that this requirement may be waived by the director of public works <br />if the permittee submits an engineer's soils report substantiating data regarding the safety <br />of the fill. Hazardous materials shall not be stockpiled. <br />Section 10-22. Vegetation. <br />Whenever feasible, natural vegetation should be retained by becoming part of the erosion <br />control plan during construction or part of the permanent landscaping plan if applicable. If <br />removed, trees, timber, plants, shrubbery, and other vegetation, after being uprooted, displaced, <br />or dislodged from the ground by excavation, clearing, or grubbing, shall not be stored or <br />deposited along the banks of any stream, river, or natural water course. After being uprooted, <br />displaced or dislodged, such vegetation shall be disposed of and removed from the site. <br />-14- <br />