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City code section
- A. General. Unless otherwise recommended in the approved soil engineering report, fills must conform to the provisions of this Section.
- In the absence of an approved soil engineering report these provisions may be waived for minor fills not intended to support structures. Such fills are subject to review at the discretion of the City Administrator.
- B. Ground preparation. The ground surface must be prepared to receive fill by removing vegetation, noncomplying fill, top-soil, and other unsuitable materials scarifying to provide a bond with the new fill, and where slopes are steeper than 5 to 1, and the height greater than 5 feet, by benching into competent material or sound bedrock as determined by the soils engineer. The bench under the toe of a fill on a slope steeper than 5 to 1 must be at least 10 feet wide. The area beyond the toe of fill must be sloped for sheet overflow or a paved drain must be provided. Where fill is to be placed over a cut the bench under the toe of a fill must be at least 10 feet wide but the cut must be made before placing fill and approved by the soils engineer and engineering geologist as a suitable foundation for fill. Unsuitable soil is soil that, in the opinion of the Director or the civil engineer or the soils engineer or the engineering geologist, is not competent to support either soil or fill, to support structures or to satisfactorily perform the other functions for which the soil is intended.
- C. Fill material. Only permitted material free from tree stumps, detrimental amounts of organic matter, trash, garbage, sod, peat, and similar materials may be used. Rocks larger than 6 inches in greatest dimension may not be used unless the method of placement is properly devised, continuously inspected, and approved by the City Administrator.
- The following also apply:
- 1. Rock sizes greater than 6 inches in maximum dimension must be 10 feet or more below grade, measured vertically.
- 2. Rocks must be placed so as to assure filling all voids with fines. Topsoil may be used in the top 12-inch surface layer to aid in planting and landscaping.
- D. Compaction of fill. All fills must be compacted to a minimum relative dry density of 90 percent as determined in accordance with ASTM Standard D-1557-78. Field density verification must be determined in accordance with ASTM Standard D-1556-82 or equivalent and must be submitted for any fill 12 inches or more in depth where such fill may support the foundation for a structure. A higher relative dry density, or additional compaction tests, or both, may be required at any time by the City Administrator.
- E. Fill slope. The slope of fill surfaces may be no steeper than is safe for the intended use. Fill slopes may be no steeper than 2 horizontal to 1 vertical.
- F. Drainage and terracing. Drainage and terracing must be provided and the area above fill slopes and the surfaces of terraces must be graded and paved as required by Section 24.70.100.