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2767 Report, Louis E. Hawes, Engineer to Water Committee, September 11, 1901
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2767 Report, Louis E. Hawes, Engineer to Water Committee, September 11, 1901
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2767 Report, Louis E. Hawes, Engineer to Water Committee, September 11, 1901
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m <br /> LOUIS HAWES, Y <br /> CIVIL AND HYDRAULIC ENGINEER, <br /> TREMONT BUILDING, BOSTON• MASS. ......Bo-s-ton.,.A-.as..is............................... <br /> Iir A. E. Scott , = <br /> Chairman CO27Ilittee on Water Works ., <br /> Lexington , Mass. <br /> Dear Sir:- <br /> The results of Lz asurements of the flog of water from <br /> various sources near the Lexington pumping station, as shown by. <br /> recent approxir.iate measurements taken wi -11 such inexpensive <br /> apparatus as was available, was as follows ,-- <br /> INTO WELL NO. 1. Clear E7round-water. <br /> From Ball Fi.eld filter gallery, av rage of <br /> 4 measurements taken frorr: Aug. 29 to <br /> Sept. 9 , at the rate of - _ _ <br /> From the Deep well , average e - 12,�20 gals.per day <br /> mPnts taken from Sept. 2o� �c, . at as the <br /> a the <br /> rate of <br /> - - - - - - - - - - - - - - 91,526 " tt ►r <br /> From tie Reservoir conduit , ground-water <br /> by ;ravity , average of 4 measurements <br /> taken from Aug. 29 to Sept. 9 , at the <br /> rate of - - -- - - - - - - - - - - _ �. 143,784 n <br /> �� ►� <br /> The flow into Well No . 1 frorz the ground, or <br /> rock at its bottom is in addition to <br /> the above , but cannot be measured sep- <br /> arately until there is a e011 ecting basin <br /> for the other water to flog into. It <br /> is probable that considerable of the <br /> above flow is lost in well .I and some <br /> Of it pumped over and over by the deep <br /> well. pump - - - - - - - _ <br /> INTO WELL NO. 2. Clear ground-water. <br /> From the Seaverns Spring, average of g <br /> measurements taken from Aug. 24 to Sept . <br /> 9 , at the rate of _ _ - _ - _ - 19 ,062 gals. per day <br /> The flow into Well. No. 2 from the ground or <br /> rock at its bottom is in addition to <br /> the above , but cannot be rueasured sep- <br /> arately until the <br /> proposed collecting <br /> basin is built to take tie other water, <br /> soille of which may also be lost before <br /> r reaching the pump <br /> i <br /> i <br /> i <br /> 1 <br /> pted at this neetin�. <br /> as may be ado — _ _ <br />
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