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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Crops yields per acre in this series are: 3 to 5.5 tons of hay; 18 to 23 tons of beets; and, 80 <br />to 170 bushels of corn. <br /> <br />Nunn series: <br /> <br />The Nunn series consists of deep, well drained soils that formed in mixed alluvium and eolian <br />deposits. Nunn soils are on terraces, alluvial fans, and smooth plains. Slopes are 0 to 3 <br />percent. Nunn soils are similar to the Altvan and Dacono soils and are near the Colombo, <br />Fort Collins, Haverson, and Weld soils. Altvan and Dacono soils have a sand and gravel C <br />horizon at a depth of 20 to 40 inches. Colombo and Haverson soils lack a B horizon. Fort <br />Collins soils are less than 35 percent clay in the B horizon. Weld soils have an abrupt <br />textural boundary between the A and B horizons. <br /> <br />Crops yields per acre in this series are typically: 3.5 to 5.5 tons of hay; 20 to 24 tons of <br />beets; 2400 to 2700 pounds of dry pinto beans; and, 80 to 180 bushels of corn. <br /> <br />LAND OWNERSHIP <br /> <br />The land in the project service is primarily private farms, ranches, and some individual home <br />sites. All of the agricultural land serviced by the Company is privately owned. <br /> <br />WATER RIGHTS <br /> <br />A consideration of water rights, and records of water diversion, provide the primary bases for <br />determination of design discharges. The Larimer & Weld system holds some of the earli.er rights <br />on the Cache la Poudre River, A review of diversion records for the past ten years has shown that <br />the canal regularly diverts direct river flows to the maximum decreed flow rate. Direct flow <br />decrees associated with the Larimer & Weld diversion are as follows: <br /> <br />Order No. Decreed Rate Decree Date Cumulative <br />10 3.00 1884 3.00 <br />16 1.47 1884 4.47 <br />21 16.67 1884 21.14 <br />45 75.00 1884 96.14 <br />73 54.33 1884 150.47 <br />88 571.00 1884 721.47 <br /> <br />The maximum cumulative decreed direct flow rate should be the minimum design capacity of any <br /> <br />Larimer & Weld Feasibility Study <br />Lake Lee & Big Windsor - 03.043 <br /> <br />Page 4 <br />