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2002 W Alton Ave - Soils Report
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2002 W Alton Ave - Soils Report
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Last modified
6/28/2021 8:57:47 AM
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6/28/2021 8:57:13 AM
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Soils Report
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2002 W Alton Ave
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Project No. D-3885-06 <br />Christ Our Savior Catholic Parish <br />The basin floor is of very low relief and represents a very large alluvial outwash plain. <br />The Santa Ana River lies 2400-feet to the southeast of the site and drains a very extensive <br />watershed region reaching all the way to the San Bemardino Mountains. This generally <br />intennittently flowing river has been responsible for transporting and depositing the <br />widely distributed alluvium in the Orange County portion of the Coastal Plain. Dams have <br />been constructed across the river up gradient for flood control purposes and the river <br />channel has been improved opposite the site. The site area, regardless of the <br />improvements, still lies within a 100-year flood zone and is capable of inundation <br />depending on storm run-olf and storage capacity. <br />The coast lies about 7.8-miles to the southwest of the site and the nearest uplands slopes <br />(El Modeno Hills) are located 6 to 7 miles to the northeast. <br />Site Geologic Conditions <br />The site area is nearly flat and has not undergone any extensive previous grading. <br />Drainage in the site area is controlled by paved surfaces and storm drains. The gradient <br />across the site region is down-to-the-southwest at about l5-feet per mile. <br />No active faults have been mapped near the site, although two deeply buried inferred <br />faults have been mapped about 2000 feet to the southwest. These are considered confined <br />to older alluvium and or Pliocene age bedrock deposits. They are not active, not having <br />ruptured in Holocene time. <br />Surface Water and Site Surface Drainage <br />Surface water on this site is the likely result of precipitation or surface run-off from <br />surrounding sites. Overall site drainage is in a south and southwestem direction. <br />Provisions for surface drainage will need to be accounted for by the project civil <br />engineer. <br />4 <br />I <br />I <br />I <br />n <br />I <br />I <br />I <br />I <br />I <br />t <br />I <br />I <br />n <br />I <br />n <br />r <br />I <br />I <br />I
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