C153379 Feasibility Study

• Contract/PO #: C153379
• Contractor Name: Brook Forest Water District
• Contract Type: Loan
• Water District: 9
• County: Jefferson
• Bill Number: SB 80-67
• Loan Projects - Doc Type: Feasibility Study

Table
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LIST OF TABLES

STRATIGRAPHIC COLUMN OF THE HARDIN AREA....................

SUMMARY OF BORING PROGRAM..................................

SUMMARY OF TEST PIT PROGRAM................................

MATERIAL PROPERTY SUMMARy..................................

HISTORIC UNDEVELOPED STREAMFLOW AT HARDIN DAM SITE.........

DENVER TRANSMOUNTAIN SEWAGE EFFL(~NT.......................

IMPORTANT CONDITIONAL WATER RIGHTS.........................

SENSITIVITY OF STORABLE FLOW ESTIMATES TO VARIOUS

ASSUMPTIONS. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . .. . ..

IMPORTANT CONDITIONAL RIGHTS SENIOR TO NARROWS RESERVOIR...
HARDIN STORABLE INFLOWS WITH NARROWS DECREE................
IMPORTANT CONDITIONAL RIGHTS SENIOR TO HARDIN..............

HARDIN STORABLE INFLOWS WITH 1981 FILING...................

EXCHANGE POTENTIAL UPSTREAM OF HARDIN DAM..................

1981 LOAD OF TRI-STATE G&T.................................

AVERAGE POWER AVAILABLE FROM RELEASES FROM HARDIN

RESERVOIR..... .................... .............. ... ...... ..

POWER PRODUCTION AT HARDIN DAM IN FIVE LOWEST JUNE-
SEPTEMBER PERIODS OF 36 YEAR PERIOD........................

DAM SIZE CLASSIFICATION....................................

HAZARD POTENTIAL CLASSIFICATION............................

INFLOW DESIGN FLOOD RECOMMENDATIONS........................

MAXIMUM OBSERVED FLOODS SOUTH PLATTE RIVER BASIN...........

PRINCIPAL SPILLWAy.........................................

STILLING BASIN.............................................

PRIMARY OUTLET.............................................

BIJOU CANAL OUTLET.........................................

RIVERSIDE CANAL OUTLET.....................................

RIVERSIDE CANAL............................................

RESERVOIR ELEVATION - STORAGE VALUES.......................

SPILLWAY DESIGN............................................

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