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6.6 1 For Period of use change proposals, indicate the time of the year that the <br />change would be in effect. <br />NIA <br />6.7 For temporary chanae Proposals, indicate the timeframe that the proposed <br />change would be in effect. <br />NIA <br />6.8 For municipal change proposals, provide the most recent water right self - <br />assessment, if one exists, as submitted to the Department of Health (DOH). <br />NIA <br />System Design and Operation <br />6.9 Provide a description of the existing water supply system from the point of <br />diversion or withdrawal to the place of use. <br />The authorized point of diversion is on Reecer Creek where it crosses Dry Creek Road, located <br />approximately 0.4 miles north from the place of use. The diversion is not metered and is shared by <br />another water right holder (presumably authorized under Court Claim No. 02261). Diverted water is <br />gravity conveyed southward in a buried pipe that undershoots Highway 10 and discharges to an <br />unlined ditch. The unlined ditch flows through a red clay pipe that undershoots the Northern Pacific <br />Railroad before delivering water to a concrete ditch beginning at the northeast corner of the property. <br />The property has been historically irrigated using surface irrigation methods. A concrete -lined ditch <br />delivers water under gravity to the northernmost portions of the field for surface (furrow) irrigation. <br />Water is collected and redistributed throughout the central and southern portions of the field using a <br />series of unlined and concrete -lined ditches. <br />6.10 Provide preliminary design plans and specifications for the proposed change, <br />including diversion or withdrawal and conveyance facilities, if applicable, and <br />the proposed flow rate and volume design capacity. <br />NIA. <br />6.11 ' Describe how the change proposal would affect return flow. <br />Return flow would be protected instream in the primary trust reach. <br />6.12 ' Provide the current and projected system efficiency covered by the water right <br />proposed for change. <br />The updated Washington Irrigation Guide (WIG) estimates average amount of water required by a <br />crop above the portion of the requirement that might be met by antecedent moisture in the root zone <br />under average climatic conditions (the amount of water a crop needs in excess of rainfall). The <br />monthly WIG data indicate that the updated Crop Irrigation Requirement (CIR) for clover — the <br />surrogate crop used for timothy hay near Ellensburg — is 2.76 feet/acre. <br />The court confirmed water duty (or Total Irrigation Requirement) for the subject water right is 19.2 <br />feet per year ft/ r for surface irrigation i.e., furrow irrigation). The Supplemental Report of Referee <br />Sections 6-11 Form No. ECY 040-1-97 (Rev 01-2020) Page 2 of 11 <br />