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Ms.Megan Gutwein August 16,2019 Page 20 of 25 5. The portion of available pilot project augmentation station headgate delivery that is not credited as consumptive use will first be allocated to irrigation season tailwater and irrigation season lagged deep percolation return flow maintenance. The remaining available pilot project augmentation station headgate delivery will be available for exchange to Pueblo Reservoir for all approved uses by the City of Colorado Springs. The available pilot project augmentation station headgate delivery will be calculated as the farm headgate delivery minus lateral loss of 3.5% and consumptive use. Consumptive use is calculated as the available pilot project augmentation station headgate delivery multiplied by the composite consumptive use factor. Return flows are equal to the available pilot project augmentation station headgate delivery minus the consumptive use. Tailwater return flow is the return flow multiplied by 20%, and deep percolation return flow is the return flow multiplied by 80%. 6. The monthly and annual consumptive use will be limited by the following maximum values which are the averages of the three greatest months for each month and three greatest years of the study period, consistent with the Criteria and Guidelines. The values in the table will be multiplied by the ratio of the number of shares fallowed for each farm divided by the total number of shares included in the Pilot Project for each farm, (not including shares leased from the Colorado Division of Parks and Wildlife (CPW) since the consumptive use for CPW shares is not included in the below table). Monthly and Annual Maximum Consumptive Use Credits (All Values in Acre-Feet) Farm Jan Feb Mar Apr May Jun Jul AugSep Oct Nov Dec Annual Diamond A 0.0 0.0 108.8 261.2 401.9 495.5 485.5 456.9 323.6 270.8 143.5 0.0 2278.0 Schweizer 0.0 0.0 33.3 58.1 77.2 93.1 96.5 90.9 68.2 58.1 32.0 0.0 481.7 Mameda 0.0 0.0 29.5 43.9 41.0 47.7 48.9 46.0 36.2 32.2 16.2 0.0 300.2 Groves 0.0 0.0 34.1 61.5 62.8 75.2 77.2 72.6 57.1 49.2 25.6 0.0 1 426.9 Ma holler 0.0t 0.01 4.3 9.2 13.7 1 16.5 1 16.5 15.6 11.0 10.1 5.7 0.0 79.6 7. Deep percolation return flows for the Diamond A, Schweizer, Mameda, Groves, and Mayhoffer Farms will be lagged using the URFs attached in Appendix G. Return flows will be maintained via release of supplies available to Colorado Springs listed in Table 9 or other fully consumable sources available to Colorado Springs for replacement of return flows. Transit losses will be assessed from the point of release to the confluence of the Arkansas River and/or Crooked Arroyo based on the augmentation station(s) in use for the Pilot Project. 8. Fallowed parcels must be at least ten acres in size unless they comprise all of an existing CDSS parcel that is already less than ten acres. Parcels that represent a portion of an existing field can only be split in the same direction of historic irrigation unless a means of physical separation is approved by the CWCB based on the written Martin and Wood Water Consultants,Inc.