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<br />\ REVISED CONTOUR CAPACITY TIS acro-I..t
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<br />TYPICAL E MBAN KMENT
<br />~610 _ CROSS SECTION r
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<br />15' '\
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<br />6. THICK
<br />ROAD BASE
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<br />H.W.L. ~O~
<br />"THICK R1PRAP
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<br />60'
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<br />TYPICAL DITCH CROSS SECTION
<br />LOUISVILLE lATERAL
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<br />~..
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<br />NORMAL H.W.L.
<br />EL. 9609
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<br />I' FRE ESOARD
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<br />'.6
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<br />~610
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<br />ELEVATION CAPACITY CURVE
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<br />.
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<br />o
<br />
<br />100 200 ~ 400 ~ 600 100 eoo 900 1000
<br />CAPACITY (acre- 'Ntl
<br />
<br />FIGURE 7
<br />HARPER LAKE RESERVOIR
<br />ALTERNATE n
<br />SITE PLAN AND DETAILS
<br />RoCICY UllTAIN CONSUL TANTa, I He.
<br />'00 COFI'MAN Sf. un: 107, ~ CCl.QItADO ~I
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