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specifications for performance of the stabilization work. All landslides and potential <br /> landslides which could affect the proposed project should be stabilized by the <br /> devctopcz before individual lots are sold. (MM 9.A.2) <br /> <br />56. Subran'face and surface drainage wamr should be controlled so that landslide <br /> instigation, initiation or reac:Uvation will be minimized. All storm drainage should be <br /> in closed conduits. Concrete ditches with caxch bn~ins should be used frequently to <br /> catch surface water. A subdrain system should be installed to intercept subsurfac~ <br /> water flow. Sediment b~!in-~ should be installed to remove soils canied in storm <br /> water rim-off. (MM 9.A.3) <br /> <br />57. Ths project geetechnical engineer and/or ceri~ed engineering geologist should <br /> provide derailed recommendations for the setback of slructtn'~ from cut slopes, fill <br /> slopes, nann'al slopes and buttm.tses. ~ 9.A.4) <br /> <br />58. The project civil engineer should ensure that all x. ecommendmions of the geetechnical <br /> engineer and/or certified engineering geologist am rdlecU~ in the grading and <br /> drainage p~ns and implemented by the developer. (MM 9.A.5) <br /> <br />59. Lot gr,,tl nE should be .pCr_'fozmed as pan of the orenil subdivision <br /> recommended by the geetechnical and civil engineen... Me~ifm:alions by buildms or <br /> homeewnen should not be permitrod. (MM 9.A.6') <br /> <br />60. The "stuck ponds" must be r~noved or graded. to a nattu'al suztce so that ninfall is <br /> not allowed to pond. (MM 9.A.8) <br /> <br />61. Due to the clayey natttm of in-situ soils, grading should be performed during the dry <br /> months of the year to minimizs pomptill coxnpaction and erosion problems. (MM <br /> 9;A.9) <br /> <br />62. Ar~s possessing soil creep chancmzistics should be over-excavated and the soil <br /> replaced and compacted with enSineez~t fro. (MM 9.A. X0) <br /> <br />63. FH!ing of hi ll~de lots along the northern property line should be lzpt to a minimum <br /> amt not enzmd within 50 feet of the northern site boundary. (MM 9.A. 11) <br /> 64. A fiual ___e, nn drain plan shall be provided m the Cil3r EnSine~ for his review and <br /> <br />65. An on- and off-site hydrology and hydraulics study should be perform~ by a <br /> quali~mi civil engineer. Us~ standant e~.-,i,,,,,,-in_- techniques to resolve de~cien~ of <br /> existinS stm'm drain systems, if any. (MM 9.B.2) <br /> <br /> -I1- <br /> <br /> <br />