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R <br /> `' l� SHEER OF I L <br /> R tl <br /> E I N E N l37 1 N E Y N G W.0. DATE <br /> CIVIL ENGINEERS - LAND PLANNERS CONSULTANTS IDENT. +� <br /> 719 SOUTH PARK VIEW STREET • LOS ANGELES, CALIF. 90057 • 905-7194 CALCS by CK'D by <br /> RCE No. <br /> During all test pumping, the water level shall be <br /> measured at intervals of 30 minutes to determine the <br /> drawdown and depth of stabilization for each test. <br /> This information shall be recorded and furnished the <br /> Engineer. The water developed shall be measured over <br /> a weir or through an orifice, or by another reliable <br /> method approved by the Engineer. A sufficient number <br /> of points shall be determined to fully develop the <br /> draw-down curve, but in no event shall less than four <br /> Points be determined. The points determined shall 'be <br /> approximately equally spaced from minimum to maximum <br /> discharge conditions. <br /> All work on the well shall be sus- <br /> pended until the results of these tests are analyzed <br /> r l F N .. I <br /> by the E ifteer. <br /> ,I <br /> d � <br /> [] 'Public Agency <br /> ❑ Owner <br /> Engineer --- -------- -.-_. ...,,-,............................... <br /> Architect ----- ----- -- <br /> _ <br /> Other - .............. <br /> EE—F-13 <br />