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locations of partial pipe flow. Dynamic Hydraulic Grade Lines (HGL) were <br />calculated and aze indicated on the pipeline profile drawings (Sheets 3 through 10 of <br />the Design Drawings). Except in five sections of the pipeline that will have adverse <br />slopes due to existing topography, the pipeline will have sufficient capacity to convey <br />the design flow under non-pressurized, partially-full pipe flow conditions. Table G.2- <br />2 lists the normal flow depth under partially-full pipe flow conditions over the range <br />of pipeline slopes that will exist along the pipeline profile. <br />Table G.2.2 Normal Flow Depth, 8-inch SDR 17 (7.611 ID) at 550 gpm <br />Pipe Slope Normal Flow Depth <br />ftlft Inch <br />0.010 5.60 <br />0.015 4.82 <br />0.020 4.38 <br />0.025 4.09 <br />0.030 3.87 <br />0.035 3.70 <br />0.040 3.56 <br />0.045 3.44 <br />0.050 3.34 <br />0.055 3.25 <br />0.060 3.18 <br />0.065 3.11 <br />0.070 3.04 <br />0.075 2.99 <br />0.080 2.93 <br />0.085 2.89 <br />0.090 2.84 <br />G.2.4 Construction QA/QC Plan <br />The following is a general summary of proposed construction QA/QC procedures for <br />pond and pipeline construction. All work shall conform to applicable Federal, State, <br />and County regulations. Testing procedures will conform to applicable ASTM <br />standazds, as documented in the edition of standazds in force at the start of work <br />(ASTM, 2005 or future annual edition). <br />On-site inspection of construction activities and quality assurance (QA) testing will <br />be conducted by a qualified Field Engineer, at key points during construction. The <br />Battle Mountain Resources, /nc. 22 Telesto Solu[ions, /nc. <br />P:Viojcds\212-Newmom(SanLUis)\SanLUisU'ermit Amendmem - Wes Pit Mvugemevt\V4 Report & PUFS\PermiNmendmeni vd-0oc October 2006 <br />