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~~~ <br />I N C O R V O R A T e D <br />removed and replaced with drained, engineered buttress keyways. The bases of the <br />slopes were reconfigured by constructing relatively level benches to contain debris which <br />may accumulate from the upslope portions of the landslides or open space slopes. <br />_ Several mapped landslides within the GHAD were not removed or altered during the <br />mass grading and development of the site. An "as-built" plan was prepared by the <br />__ geotechnical consultants which shows the limits of the landslide repairs, the subdrain <br />locations and outlets, and the approximate limits of the landslides not removed during <br />grading and development. <br />_. The remaining landslides in the GHAD could reactivate in the future. In addition, new <br />landslides could develop. Also, graded cut slopes could result in the destabilization of <br />open space slopes and cause landslides possibly extending into adjacent developed land. <br />Of lesser, but high impact risk is the potential failure of engineered graded slopes within <br />-- the residential subdivision which could affect more than one Lot and/or dwelling. <br />- 2. Erosion and Sedimentation. <br />The GHAD will address erosion and sedimentation in the Covered Area. Hilly terrain <br />open space either in a natural condition or particularly on excavated slopes can be subject <br />to erosion. Landslide deposits, which are sometimes in a loosened condition, are <br />particulazly prone to erosion. Earth flow-, debris flow- and mud flow-type landslides <br />-- typically have azeas of deposition or accumulation (sedimentation areas) at their bases. <br />Graded slopes in the Covered Area, particularly those in excess of 20 feet in vertical <br />height or those not sufficiently vegetated, can be subject to erosion and, therefore, a <br />source of transported sediment. <br />4291-W2 <br />July 17, 1997 <br />_ Revised October 9, 1997 <br />Revised October 22, 1997 6 <br />