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31B - CUP - 1901 NORTH FAIRVIEW ST
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31B - CUP - 1901 NORTH FAIRVIEW ST
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Last modified
7/22/2016 1:46:24 PM
Creation date
8/30/2012 12:38:32 PM
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Template:
City Clerk
Doc Type
Agenda Packet
Agency
Planning & Building
Item #
31B
Date
9/4/2012
Destruction Year
2017
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City of Santa Ana Environmental Checklist <br />Would the project: <br />a. Violate any water quality standards or waste discharge requirements? <br />Less- than - Significant Impact. The proposed project could potentially result in impacts to water <br />quality from both construction and operation, which are discussed separately below. <br />Watersheds are typically areas that drain to a single point or receiving water (any watercourse or <br />wetland into which surface water flows). The project site is located in the Santa Ana River <br />watershed which is underlain by the southwest portion of tine Coastal Plain of Orange County <br />Groundwater Basin. The project site is located at approximately 40 feet above mean sea level on flat <br />terrain that slopes gently downward to the south - southwest (Athanor 2011x). The project site is <br />drained generally by water sheet flows over asphalt -paved surfaces into the existing stormwater <br />drainage system, which discharges into the Santa Ana River (County channel E01; OCFCD 2008; <br />Property Condition Assessment 2011). The Santa Ana River is the major drainage channel flowing <br />through the City and ultimately outlets into the Pacific Ocean. The Santa Ana River is located within <br />500 feet to the east of the project site and is not impaired (303(d) listed) in the vicinity of the project <br />site (Reach 1; SWRCB 2006). <br />Construction Impacts <br />Tire potential impacts of construction activities on water quality focus primarily on sediments, <br />turbidity, and pollutants associated with sediments. Construction - related activities that expose and <br />move soils are primarily responsible for sediment releases. The project includes removal of existing <br />concrete building pads and vegetation, site grading, soil preparation, and site trenching. These <br />project activities could result in wind and rain erosion of the existing onsite soils and could increase <br />the amount of suspended solids contained in storm flows due to erosion of exposed soils. Non - <br />sediment potential contaminants that could enter water runoff from the construction site include <br />paints, solvents, metals, oil, gasoline, petroleum products, concrete- related products, chemicals, and <br />trash. All of these contaminants could contribute to the degradation of water quality. <br />Because the project would disturb over 1 acre of land, the proposed project is subject to the General <br />Construction Permit. The General Construction Permit, which was adopted by the SWRCB as Water <br />Quality Order 99- 08 -DWQ on August 19, 1999, is required for soil disturbance activities that would <br />be greater than 1 acre. Compliance with the General Construction Permit requires the development <br />and implementation of a Storm Water Pollution Prevention Plan ( SWPPP), the elimination or <br />reduction of non - stormwater discharge off site into storm drainage systems or other water bodies, <br />and the implementation of BMPs. The SWPPP requires a description of the proposed project site, <br />identification of sources of sediment and other pollutants that may affect the quality of storm water <br />discharges, a list of BMPs to provide sediment and erosion control, waste handling measures, and <br />non- stormwater management. The SWPPP would be required to meet or exceed measures required <br />by the Construction General Permit. As a result, construction of the proposed project would result in <br />less - than - significant impacts related to water quality standards. <br />Impacts on Groundwater Quality. Historical high groundwater elevations below the project site <br />are as shallow as 15 feet bgs. According to subsurface evaluations conducted for the 2011 <br />geotechnical exploration study, depth -to- groundwater on the project site ranges between 32.0 and <br />41.6 feet. As described in Chapter 2, "Project Description," the proposed project would require <br />minimal grading and a maximum excavation depth of 5 feet below the existing grade. Because <br />The Academy Charter High School 12 <br />20 <br />June <br />Initial Study /Mitigated Negative Declaration 3 -55 !CF June 2011 <br />31 B -131 <br />
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