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Table 2 <br /> G-L Pit <br /> Connell Resources <br /> Total Losses-Evaporative and Operational Losses <br /> Evaporative Operational Total Consumptive Lagged Stream Return Flow Total Release Requirement <br /> Month Losses(ac-ft) Losses(ac-ft) Use(ac-ft) Depletions'(ac-ft) Requirement'(ac-ft) Transit Loss'(ac-ft) from Gray Lakes(ac-ft) <br /> Jun-13 010 0.00 0.30 0.240 0.293 0.008 0 542 <br /> Jul-13 011 O.DO 0.11 0.170 0.208 0006 0.384 <br /> Aug-13 016 O.DO 0.16 0.170 0.208 0.006 0.384 <br /> Sep-13 024 O.DO 0.24 0.190 0.232 0 007 0.429 <br /> Ott-13 0.32 0.00 0.32 0 230 0 281 0 008 0 519 <br /> Nov-13 0.44 000 044 0 290 0 354 0.010 0 655 <br /> Dec-13 048 000 048 0.350 0 428 0 012 0 790 <br /> Jan-14 040 000 0.40 0.360 0.440 0.013 0.813 <br /> Feb-14 027 0.00 027 0 330 0 403 0.012 0 745 <br /> Mar-14 018 0.00 0.18 0 280 0 342 0 010 0 632 <br /> Apr-14 013 000 0.13 0 230 0 281 0 008 0 519 <br /> May-14 0 10 0.00 0.10 0 190 O 2 0.007 0.429 <br /> Total 2 91 0 00 2.91 3 030 ,5 0 106 6.840 <br /> 1Lagged Stream Depletions utilize the AWAS Stream Depletion Model(Distance from stream=1,900 feet,Transmissivity=160,000 gpd/ft,Specific Yield=0.20,No Flow Boundary=5,800 Ft) <br /> 2Return Flow Requirement is calculated as 55%of the total releases made from Gray Lakes <br /> 'Transit Losses are measured distance(6.3 miles)on Box Elder Creek from Grey Lakes within the Lake Canal System to the Poudre River and applying 1/4%per mile(1 58%loss) <br />