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<br />velocity, substrate and cover, usually choosing traJilsition areas between pools and riffles where <br />the velocity and depth are suitable. Brown trout aUd brook trout spawn in the fall when water <br />temperatures drop below 50 degrees F, In Snowmass Creek most spawning occurs in late <br />September through October with some still occurring in early November, The female cuts into <br />the substrate by flexing her body and turning side to side. This creates a depression in the <br />substrate in which the female deposits her eggs, which are immediately fertilized by the male, <br />The female moves upstream and repeats the operation, which covers the downstream eggs with <br />substrate creating a small mound over the eggs, the mating sequence is repeated until the final <br />depression is created which covers the last egg deposit The last depression is termed the redd <br />pit and the mound covering the egg pockets is termed the redd tailspilL <br /> <br />Trout are selective in the physical conditions of redd locations as breeding success is <br />completely dependent on those physical parameters at the redd site. Depth is rather obvious as <br />even naturally decreasing winter flows could expose the redd tailspill thus freezing the eggs, or <br />expose enough of the tailspill to reduced temperatures enough that hatching would be delayed, <br />Trout eggs require a certain number of degree-days (one degree-day occurs for each degree <br />above 32 degrees F per 24-hour period) to hatch. :Velocity at the redd is also critical for <br />delivering adequate oxygen to the incubating eggs and to keep the tailspill free of fine sediments, <br />If velocity decreases below suitable levels, insufficient oxygen will be delivered to the eggs thus <br />reducing viability of the eggs, Also, as velocity decreases the deposition of fine sediments <br />(sands, silts and clay particles) will occur in the tailspill, which fills the interstitial spaces in the <br />gravels, This degrades the success of spawning in two ways. First, the filling of the interstitial <br />spaces blocks the delivery of oxygen and second,ithe filling could block the emergence of the <br />sac-fry upon hatching, Hatching usually occurs in April, again depending on the degree-days <br />accumulated, but the sac-fry remain in the gravel$ until just before high water. The physical <br />parameters of spawning sites for different trout species are known from the work of others <br />including depths, substrate size and velocity requirements for successful incubation. Walsh & <br />Walsh (1995) discuss those documented requirements, and compare the physical parameters they <br />measured at redds on Snowmass Creek during on,e year through the existing winter decreasing <br />flows with those documented requirements, This is the great benefit of the Walsh & Walsh <br />study; we have actual data for potential resource Impacts of the proposed project to compare with <br />published data on the same resources, <br /> <br />Walsh & Walsh (1995) identified 35 redds downstream of the SWSD diversion in <br />November of 1994, They measured depths, velocities, substrate and temperatures at the redds at <br />fixed locations for each redd over the winter from November to March. Depth and velocity were <br />recorded at 5 fixed locations at each redd: 3 points upstream of the redd, 1 in the deepest point of <br />the redd (red pit), and 1 at the highest point on tl1e redd (redd tailspill), For the three points <br />upstream ofthe redd, one was closest to the chaJinel, one directly above the redd, and one close <br />to the stream bank. Measurements were taken monthly at each redd from November to March. <br />Substrate was assessed by estimating the percent composition of substrate by an accepted <br />breakdown of sediments by size, An initial substrate composition was taken in November and a <br />second in February, For stream discharge, they used data collected at the SWSD diversion <br />gauge, the Zeigler bridge staff gauge and during each monthly field visit, they developed their <br />own transects and calculated discharge at three locations downstream of the diversion, <br /> <br />10 <br /> <br />e <br /> <br /> <br />e <br /> <br />e <br />