PC-2004-35 - Laserfiche WebLink

50. The applicant shall submit a construction Best Management Practices (BMP's) program for review and approval by the Planning Director prior to issuance of building and/or grading permits. These BMP's shall be implemented by the general contractor and all subcontractors and suppliers of materials and equipment. Construction site cleanup and control of construction debris shall also be addressed. Failure to comply with the approved construction BMP may result in the issuance of correction notices, citations, or a stop work order. 51. Only United States Environmental Protection Agency-approved fireplaces and wood-burning stoves shall be permitted in residential units. Geotechnical Report 52. The applicant shall comply with the recommendations of the geotechnical reports prepared by Terrasearch, Inc., dated July 15, 1998 and August 6, 1999, and peer review reports by Alan Kropp & Associates, Inc., dated July 22,1999 and September 7,1999. The applicant's geotechnical consultant shall review and approve all foundation, retaining wall, and drainage geotechnical aspects of the final development plans to ensure that the recommendations have been properly incorporated into the development. The consultant shall certify by writing on the plans or as otherwise acceptable to the Director of Building Inspection that the final development plan is in conformance with the geotechnical report approved with the project. Additionally, subdrains of varying depths shall be required to be installed at the base of all cut slopes, subject to the review and approval of the City Engineer. 53. The applicant shall arrange and pay for the geotechnical consultant to be present on site during grading and excavation operations. The results of the inspections and the as-built conditions of the project shall be certified in writing by the geotechnical consultant for conformance to the approved plans and geotechnical report and submitted to the City Engineer and Director of Building Inspection for review and approval prior to occupancy. 54. On expansive soils with moderately high shrink-swell potential (Perkins loam and Pleasanton and Positas gravelly loam), building foundations and improvements shall consist of drilled pier and grade beams, deepened footings (extending below expansive soil), or post-tensioned slabs. Alternatively, expansive soil shall be removed and replaced with compacted non-expansive soil prior to foundation construction. The geotechnical report for each phase of the project shall require that subgrade soils for pavements consist of moisture-conditioned, lime-treated, or non-expansive soil, and that surface (including roof drainage) and subsurface water be directed away from foundation elements to minimize variations in soil moisture. All subdrains shall have cleanout installed at the beginning of the pipe. The bottom of the pipe shall terminate in a storm drain or other storm drain outfall, subject the approval of the City Engineer. The applicant's engineer shall submit a final subdrain location map to the City Engineer prior to acceptance ofthe public improvements. It shall be the responsibility of the homeowner to relocate the subdrains, if during the excavation of a pool or other subsurface structure the subdrains are encountered. All owners within the subdivision