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Page 1-23 SECTION f -LANDFILL EXPANSION ISSUES <br /> Citation Regulation Design Element <br /> Title 14, 17778, (e) Run-off control system designed and See Title 23,2546(c) below. <br /> (1)(A) constructed in accordance with Title 23, <br /> CCR,subchapter 15, section 2546(c). <br /> ' Title 14,17778, (e) Run-off control system designed to Perimeter surface water ditch designed <br /> (1)(g) function as diversionary structures to to convey water to detention basin. <br /> Intercept and convey water to collection <br /> facilities. <br /> Title 14, 17778, (e) (1) Energy dissipators designed to decrease Culverts will have appropriate outlets to <br /> (C) the velocity of the run-off. protect channels. <br /> Title 14, 17778(e) (1) Slope protection and erosion control Interception ditches and silt fences will <br /> (D) measures, pursuant to section 17779. be used for control of sheet run-off. <br /> Title 14, 17778(e) (2) The run-on control system designed and Realignment of Uttle Johns Creek will <br /> (A) construct to prevent washout of waste prevent washout of waste. See This 23, <br /> t during peak discharge from at least a 2595(d)(2)below. <br /> 100-year frequency flood, and described <br /> in accordance with Title 23, CCR, <br /> subchapter 15,section 2595 (d)(2). <br /> Ile Title 14, 17778, (f) The collection and holding facilities See Thle 23,2546(d)below. <br /> associated with run-off control systems <br /> shall perform in accordance with Title 23, <br /> CCR,subchapter 15, section 2546(d). <br /> Title 14, 17778,(f) (2) Any leachate collection and holding Leachate facilities will be elevated above <br /> facilities ... shall be maintained so that no the existing topography. <br /> run-off accumulates in these systems. <br /> Title 14, 17778(f) (3) Collection and holding facilities shall be Detention facility will be enclosed by a <br /> secured and maintained during the chain link fence as required by ISSJC <br /> closure and post-closure maintenance design standards. <br /> period to prevent unauthorized access. <br /> Title 14, 17778(g)(1) Run-on and run-off systems...designed See Final Grading Plan, Drawing P1. <br /> and constructed to reflect.. expected final <br /> contours for the site..and planned <br /> drainage pattern. <br /> Title 14, 17778(g)(2) Run-on and run-off systems...designed See Rnal Grading Plan, Drawing P1. <br /> and constructed to reflect..the drainage <br /> ' pattern of the surrounding area and <br /> possible effects of and by regional <br /> watershed. <br /> Title 14, 17778(g)(3) Run-on and run-off systems...designed Detention discharge system Is based on <br /> and constructed to reflect..the connection ISSJC design criteria. <br /> with the design capacity of drainage <br /> facilities on adjacent and dcvnstrearn <br /> properties. <br /> Title 14, 17778, (g)(4) Run-on and run-off systems...designed Interception ditches and silt fences will <br /> and constructed to reflect..final grading be used for control of sheet run-off. <br /> design ...to prevent rapid run-off. Maximum slope of 25% <br /> City of Stockton P.W.Beck and Anoclafts <br /> 1811.W2 <br />