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<br />SITE PLAN
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<br />BOTTOM EL 5601
<br />H.W.l. El. 5610
<br />TOP OF EMBANKMENT El. 5613
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<br />
<br />INLET
<br />PIPE
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<br />SURFACE AREA
<br />AVERAGE OEPTH
<br />APPROX. STORAGE CAPACITY
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<br />PUMPING
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<br />TYPICAL EMBANKMENT
<br />CROSS SECTION
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<br />5615 6" THICK GRAVEL BEDDING 12' 6" THICK ROAD BASE
<br /> I'THICK RIPRAP
<br />5610 - HW.l'i
<br /> PERVIOUS
<br />5605 - FILL
<br /> -t'\\
<br /> NATURAL GRO
<br />5595 - TOE DRAIN
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<br />FIGURE 5
<br />GRAVEL PIT RESERVOIR
<br />ALTERNATE
<br />SITE PLAN AND DETAILS
<br />ROCKY "OUIITAIN CONIULTAIfTl,I
<br />'0') CDF'FIIIAN st Sl.ITt. 107, lDtGICNt, CCl.Ofl:ADO ~Ol
<br />15(3) 772 - '212 (..ulIlolnS-llQ
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