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c o- i .t5k3,;f�S vi( , <br />. . ': r,aH*.a.$:: . <br />Stroa�me � <br />Page 7 <br />of soil report. The soil report shall include soil <br />borings, drilled to a suitable depth to adequately <br />describe soil characteristics and potential geological <br />hazards. The site specific recommendations within the <br />soil report shall be prepared by a registered <br />Professional Engineer specializing in Geotechnical <br />Engineering. These recommendations shall ensure that <br />both the subject slope and adjacent properties are not <br />destabilized either through weathering, erosion, <br />surficial creep, sloughing or landsliding. The <br />applicant shall comply with all recommendations oF the <br />soils report. <br />The grading and construction plans shall: <br />a) detail measures to prevent the occurrence of <br />ccnstructior. a^tiv<tia� c��ithis or the moverent of <br />construction material into the wetland area and its <br />buffer. This shall include the installation of a <br />construction fence no more than 5 feet from the <br />building footprint. Measures shall include silt <br />fences, removal of spoils and limiting construction to <br />dry periods; <br />b) locate the sewer line along the base of the <br />existing public road for the subject lot and detention <br />pond (southern end of subject property); <br />c) require inspection of grading by the City Buildinq <br />Department and project engineer at critical points <br />(e.g. staking of site prior to grading, during grading <br />and final inspection); and <br />e) show specific depth and design of footings and <br />retaining wa13s onsite (i.e. on undisturbed soils <br />suitable for the calculated building loads). The <br />project engineer shall stamp and sign the footing <br />plans, verifying that they are consistent with the <br />requirements of the soils report; <br />f) require removal of all gradinq and footing <br />excavation spoils from the site; <br />g) prohibit grading from Novembe�: lct to Feb lst; <br />h) shov routing of roof drainagc: downslope to wetland <br />in manner that aill not erode slope (use of energy <br />dissipaters); and. <br />i) improve the existing dirt roa(l per public works <br />standards. <br />