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1893-1894 - The University of North Carolina at Chapel Hill

1893-1894 - The University of North Carolina at Chapel Hill

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222 APPENDIX.<br />

AUOKISMUM.<br />

SUGGESTIONS AND INSTRUCTIONS FOR BUILDING CISTERNS<br />

FOR THE STORAGE OF RAIN-WATER.<br />

BY J. C. CHASE, ENGINEER OF THE BOARD.<br />

<strong>The</strong> most s<strong>at</strong>isfactory form for an underground cistern for storing rainw<strong>at</strong>er<br />

is circular in plan, covered with a dome arch ten or twelve feet in<br />

diameter and <strong>of</strong> the rec|uired depth to store the desired quantit}-. <strong>The</strong><br />

smallest size th<strong>at</strong> is usually constructed<br />

contains one hundred barrels, or<br />

thirtv-one hundred gallons. This quantity would furnish an average<br />

daily supply <strong>of</strong> fifteen gallons for a period <strong>of</strong> six months.<br />

It is considered<br />

advisable to have the cistern full by April ist, and have it <strong>of</strong> sufficient<br />

capacitv to last till the fall rains set in; therefore the size will depend<br />

upon the prospective consumption, whether it is used merely to store<br />

w<strong>at</strong>er for drinking and cooking or is expected to furnish a supply for<br />

general uses about the premises, such as washing, w<strong>at</strong>ering stock, etc.<br />

In the l<strong>at</strong>ter case it would be better to provide two cisterns—one <strong>of</strong> which<br />

could be used for storage as the rains occurred and the other be reserved<br />

for household use.<br />

<strong>The</strong> method <strong>of</strong> construction is shown in the accompanying drawing,<br />

and little additional explan<strong>at</strong>ion will be necessary. Care should be taken<br />

th<strong>at</strong> the bottom be built on compact m<strong>at</strong>erial, also th<strong>at</strong> the earth is<br />

thoroughly packed around the outside <strong>of</strong> the structure. If built in hard<br />

lu<strong>at</strong>erial, such as stiff, dry clay, it ma}' be practicable to make the excav<strong>at</strong>ion<br />

just enough larger to allow for a course <strong>of</strong> h}'draulic cement mortar<br />

between the brick-work and the earth. <strong>The</strong> brick may be laid in lime<br />

mortar, but in th<strong>at</strong> case it will be necessary to thoroughly plaster the<br />

structure both outside and in with a good co<strong>at</strong>ing <strong>of</strong> hydraulic cement<br />

mortar. <strong>The</strong> inside should be well and smoothly plastered in au}- event.<br />

<strong>The</strong> mortar for plastering should be made <strong>of</strong> pure cement.<br />

<strong>The</strong> supply pipe from the ro<strong>of</strong> should have the customary valve (Fig. 3)<br />

for wasting the rain-fall until the ro<strong>of</strong> is thoroughly washed, and also after<br />

the cistern is full. <strong>The</strong> w<strong>at</strong>er should also be filtered through sand and<br />

gravel, from which the loam has been washed out, or charcoal, or a mixture<br />

<strong>of</strong> all three, before passing into the cistern. <strong>The</strong> same general<br />

method should be followed in constructing the filter as has been detailed<br />

for the cistern. <strong>The</strong> filter should be thoroughly cleaned out and the<br />

m<strong>at</strong>erial washed each year. It is also desirable to clean the cistern, but

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