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DISTRICT COURT, WATER DIVISION 1, COLORADO NOVEMBER 2017 WATER RESUME PUBLICATION

TO: ALL PERSONS INTERESTED IN WATER APPLICATIONS IN WATER DIV. 1 Pursuant to C.R.S. 37-92-302, you are notified that the following is a resume of all water right applications and certain amendments filed in the Office of the Water Clerk during the month of NOVEMBER 2017 for each County affected.

17CW44 MARK BOSSMAN, 9425 Eagle Cliff Rd., Conifer, CO 80433. 303-838-2416. APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN JEFFERSON COUNTY. Date of original decree: 04-26-05 in case 04CW161, WD1. Subsequent decree: 11-17-11 in case 11CW38, WD1. Structures: 11 Wells on approximately 43 acres, located in portions of the SW1/4, NE1/4 and the NE1/4, W1/2, SE1/4 of S12, T6S, R71W of the 6th PM. 9425 Eagle Cliff Rd., Conifer. Source: Groundwater for 11 wells and Mountain Mutual for augmentation water. Appropriation date: 06-30-04. Amount: consumptive use 0.806 ac. ft. Use: Mixed residential and commercial. 17CW45 VIVIAN B. PETERSEN, 655 Madrid Ct., Elizabeth, CO 80107. 303-841-5475. APPLICATION FOR UNDERGROUND WATER RIGHTS IN THE DENVER BASIN AQUIFERS IN ELBERT COUNTY. Applicant seeks to adjudicate the Well, permit 41446-F on lot 26, and to adjudicate the non tributary and not nontributary Denver Basin groundwater underlying a 2.5748 acre tract of land lying in the NW1/4, NE1/4, S10, T7S, R65W of the 6th PM. Applicant seeks to adjudicate Well, permit 43060-F, lot 28, and to adjudicate the non tributary and not nontributary Denver Basin groundwater underlying a 2.975 acre tract of land lying in the NW1/4, NE1/4 S10, T7S, R65W of the 6th PM. Both including the Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers.

17CW46 EDWIN AND PAULA HINSPETER, 3543 Boodel Circle, Elizabeth, CO 80107. 720-291-6102. APPLICATION FOR UNDERGROUND WATER RIGHTS IN THE DENVER BASIN AQUIFERS IN ELBERT COUNTY. Applicant seeks to adjudicate the well, permit 196459, and to adjudicate the non tributary and not nontributary Denver Basin groundwater underlying a 2.52 acre tract of land lying in the SW1/4, SE1/4, S30, T7S, R64W of the 6th PM including the Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers. 17CW47 MARGARET MACIUNSKAS TRUSTEE, 32875 CR 33, Kiowa, CO 80117. 719-660-2923. APPLICATION FOR UNDERGROUND WATER RIGHTS IN THE DENVER BASIN AQUIFERS IN ELBERT COUNTY. Applicant seeks to adjudicate the well, permit 193817, and to adjudicate the non tributary and not nontributary Denver Basin groundwater underlying a 87.99 acre tract of land lying in the NE1/4, NE1/4, S23, T8S, R64W or the 6th PM including the Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers. 17CW48 LINDA AND PAUL PRETTI, 36408 Winchester Rd., Elizabeth, CO 80107. 303-243-1777. APPLICATION FOR UNDERGROUND WATER RIGHTS IN THE DENVER BASIN AQUIFERS IN ELBERT COUNTY. Applicant seeks to adjudicate the well, permit 158986, and to adjudicate the non tributary and not nontributary Denver Basin groundwater underlying a 2+ acre tract of land lying in the SE1/4, NW1/4, S36, T7S, R65W of the 6th PM including the Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers. 17CW49 MARK AND GAYLE DRINHAUS, 6540 Sycamore Ln., Palmdale, CA 93551. APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN PARK COUNTY. Date of original decree: 12-28-06 in case 06CW167, WD1. Brezden Spring No 1 located NE1/4, SE1/4, S33, T13S, R72W of the 6th PM; Brezden Spring No 2 located NE1/4, SE1/4, S33, T13S, R72W of the 6th PM; Source: Tributary to Wagon Tongue Gulch, which is a tributary of the South Platt River. Brezden Pond No 1 (dam) located NE1/4, SE1/4, S33, T13S, R72W or the 6th PM; Brezden Pond No 2 (dam) located

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NE1/4, SE1/4, S33, T13S, R72W of the 6th PM. Source: Brezden Springs No 1 & 2 runoff and drainage. Date of appropriation: 07-24-06. Amount: 0.5 gpm. Use: Recreation, fish wildlife and piscatorial. 17CW50 ROBERT S. AND VICKIE L. RIEBEL, 14515 Black Forest Rd., Colorado Springs, CO 80908. APPLICATION FOR ABSOLUTE UNDERGROUND WATER RIGHT IN EL PASO COUNTY. Well, permit 32924, located SW1/4, SW1/4, S32, T11S, R65W of the 6th PM. Easting 526080; Northing 4321545. Wildwood Ranch; Lot 5. Source: Dawson, Denver, Arapahoe, Laramie-Fox Hills aquifers. Applicant chooses to adjudicate Denver Basin water rights. Depth: 300 ft. Source: Tributary and nontributary groundwater. Amount: 15 gpm. Use: Domestic, agricultural (watering approx. 1 acre), livestock large animals. 17CW51 BRIAN AND DIANE KULBACK, 8717 Hilltop Rd., Parker, CO 80134. 303-841-1914. APPLICATION FOR UNDERGROUND WATER RIGHTS IN THE DENVER BASIN AQUIFERS IN DOUGLAS COUNTY. Applicant seeks to adjudicate the well, permit 14435, and to adjudicate the non tributary and not nontributary Denver Basin groundwater underlying a 17.061 acre tract of land lying in S26 and 35, T6S, R66W of the 6th PM including the Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers. 17CW52 VICTORIA LONG, 1765 Michael Gates Drive, Parker, CO 80138-4909. 303-840-7772. APPLICATION FOR UNDERGROUND WATER RIGHTS IN THE DENVER BASIN AQUIFERS IN DOUGLAS COUNTY. Applicant seeks to adjudicate the well, permit 192224, and to adjudicate the non tributary and not nontributary Denver Basin groundwater underlying a 38 acre tract of land lying in SE1/4, NE1/4, S2, T6S, R65W of the 6th PM including the Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers. 17CW53 SONJA ANN BECKER, 155 S. Ogden St., Denver, CO 80209. 303-777-1004. APPLICATION TO MAKE ABSOLUTE IN WHOLE OR IN PART IN PARK COUNTY. Date of original decree: 7-8-04 in case 96CW489, WD1; Subsequent decree: 11-8-11 in case 10CW199, WD1. Becker Well, permit 61287-F located NW1/4, SW1/4, S14, T9S, R75W of the 6th PM at a distance 1435 ft. from S and 620 ft. from W. Street address: 324/378 Turk Pony Way, Indian Mountain subdivision, Lot 12, Filing 26. Source: Groundwater. Appropriation date; 5-31-73. Amount: 1.5 gpm. Date water applied to beneficial use: 05-16. Use: Household use only inside a single family dwelling not including irrigation. 17CW54 ARNOLD GOOD, 22760 MCR R, Ft. Morgan, CO 80701. 970-768-0419. CLAYTON GOOD, 4788 Spinning Wheel Drive, Brighton, CO 80601. 970-214-1477. APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN MORGAN AND WELD COUNTIES. Date of original decree: 11-27-11 in case 03CW399, WD1. Fort Morgan Canal headgate located SE corner of S31, T5N, R59W of the 6th PM at a distance 1518 ft. from N and 330 ft. from W. Source: S. Platte river. Appropriation date: 12-12-03. Amount: 20 cfs. Use: Recharge accretions generated by this water right will be used to replace depletions from wells described in case 10CW186. 17CW3171 COMPLAINT FOR INJUNCTIVE RELIEF, PENALTIES AND COSTS. Plaintiffs: THE PEOPLE OF THE STATE OF COLORDO, ex rel, Kevin Rein, State Engineer, and DAVID L. NETTLES, Division Engineer for Water Division 1 represented by Assistant Attorney General, Jeffrey N. Candrian, 1300 Broadway, 7th Floor, Denver, CO 80203 v. Defendants: WESTERN EQUIPMENT & TRUCK, INC. a Colorado corporation, 2055 1st Avenue, Greeley, CO 80631 and CRAIG SPARROW, an individual, 2055 1st Avenue, Greeley, CO 80631. 17CW3172 ANDREAS RUGLOSKI, 196 Dunsinane Lane, Castle Rock, CO 80104. Please send all pleadings and correspondence to David M. Shohet and Brian G. Sheldon at Monson, Cummins & Shohet, LLC, 13511 Northgate Estates Drive, Suite 250, Colorado Springs, CO 80921, (719) 471-1212. Application for Adjudication of Absolute and Conditional Water Rights and Plan for

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Augmentation, PARK COUNTY. Names of Reservoirs: Daybreak Pond #3. Daybreak Pond #2. Daybreak Pond #1. Legal Descriptions of Locations: Daybreak Pond #3 Legal Description: Northeast 1/4 of the Southwest 1/4, Section 36, Township 13S, Range 73W, of the 6th P.M., Park County, Colorado. Pond Total Capacity: 0.83 acre feet, absolute. Maximum Height of Dam/Berm (above existing ground surface): 6 feet Length of Dam/Berm: 185 feet. Maximum surface area of pond: 0.28 acres. Daybreak Pond #2. Legal Description: located in the North 1/2 of the Southwest 1/4, Section 36, Township 13S, Range 73W, of the 6th P.M., Park County, Colorado. Pond Total Capacity: 1.23 acre feet total (0.73 acre feet, absolute; 0.5 acre feet conditional). Maximum Height of Dam/Berm(above existing ground surface): 7 feet. Length of Dam/Berm: 153 feet. Current surface area of pond: 0.21 acres. Maximum surface area of pond: 0.35 acres. Daybreak Pond #1. Legal Description: Located in the West 1/2 of Southwest 1/4, Section 36, Township 13S, Range 73W, of the 6th P.M., Park County, Colorado. Pond Total Capacity: 1.89 acre feet absolute. Maximum Height of Dam/Berm(above existing ground surface): 9.9 feet. Length of Dam/Berm: 204 feet. Maximum surface area of pond: 0.39 acres. A map attached as Exhibit A shows the location of the ponds. Source: All three ponds are located on the channel of Sims Creek, a tributary to the South Platte River. Appropriation: The appropriation date for all three ponds is April 13, 2015. The appropriation was initiated by the construction of the ponds. Water was diverted in priority and placed to beneficial use on July 10, 2015. List of All Proposed Uses: The use for all three ponds is riparian habitat, wildlife habitat, fish propagation, wetlands enhancement, erosion control, livestock watering and storage for these uses. All uses will be made on Applicant’s property. Applicant seeks a plan for augmentation to cover any out-of-priority diversions and evaporation associated with three ponds on the Applicant’s Property. Name of Structures to be Augmented: Daybreak Pond No. 3, Daybreak Pond No. 2, and Daybreak Pond No. 1 (collectively, “Daybreak Ponds”), as described above. Water Rights to be used for augmentation: The source of the augmentation water to replace any out of priority depletions from the beneficial uses adjudicated therein emanates from the Applicant’s contractual right in perpetuity to receive consumptive use water decreed for augmentation purposes in owned by the City of Aurora and stored in Spinney Mountain Reservoir in Park County. The Applicant’s contractual right to receive the replacement water to be used for augmentation derives from a portion of a total of 190 annual acre feet of consumptive use credits referenced in the April 26, 1982 agreement between the City of Aurora and High Chaparral, Inc., which agreement was recorded on July 21, 1982, in Book 342 at Page 341 of the Park County Recorder’s Office. The contractual right with the City of Aurora entitles Applicant to receive storage water from Spinney Mountain Reservoir, which can be used for augmentation and other purposes on the land owned by the Applicant. This water supply is a firm year round supply of augmentation water to be delivered by the City of Aurora on demand as required by the Applicant. The use of this water is free of costs or fees and all maintenance or storage fees. Such water will be made available by the City of Aurora regardless of the actual amount of water stored in Spinney Mountain Reservoir during any particular year. However, Applicant’s right to receive storage water from Spinney Mountain Reservoir is not cumulative from year to year. Statement of Plan for Augmentation: The total high surface area of the Daybreak Ponds is 1.02 acres total. In Case No. 96CW1038, District Court, Water Division 1, decreed on December 4, 2002, the Applicant’s predecessor obtained a plan for augmentation for several ponds located on Sims Creek. In that decree, the Court founds that the annual net evaporation rate of the ponds located on Sims Creek was 1.55 annual acre feet per acre of surface area exposed. Accordingly, the Daybreak Ponds will cause a maximum of 1.58 annual acre-feet of evaporative depletions to the South Platte River. Applicant may also seek to fill the ponds under this plan for augmentation as well. The Daybreak Ponds are currently located on-channel and may take an additional effective precipitation credit. Applicants will make releases of the augmentation water listed above to replace all out of priority depletions. Applicant owns the land on which the Daybreak Ponds are located. Applicant shall install and maintain such water measuring devices as deemed essential by the State Engineer or Division Engineer and the same shall be installed and operated in accordance with the instruction of that office. Water used to fill the ponds may be placed in lined or piped channels. Applicant may also line, cover or otherwise take all steps to reduce the loss of water stored in the reservoirs.

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17CW3173 LLOYD LAND, 12501 Riverdale Road, Brighton, Colorado 80601. Robert E. Schween, Robert E. Schween, P.C., 62489 E. Border Rock Road, Tucson, AZ 85739. APPLICATION FOR CHANGE IN PLACE OF USE, in WELD COUNTY. 2. Decree: Case Nos. 83-CW-096 (81-CW-067) and 83-CW-315, entered April 11, 1986. 3. Description of Proposed Change in Place of Use: A. Original Decree. (1) Name of Structure: Jim Creek Ditch (Jim Creek, tributary to Box Elder Creek, tributary to the South Platte River). (2) Description of Structure: A point of diversion 30 feet West and 30 feet South of the NE Section Corner of Section 31, Township 2 North, Range 64 West of the 6th P.M., in Weld County. (3) Date of Appropriation: March 02, 1981. (4) Amount of Diversion: 4.0 cfs ABSOLUTE. B. Decreed Place of Use. In the decretal portion of said decree at paragraph G, it states that …“The water hereby decreed to Eileen E. Land shall only be used to irrigate 55.5 acres of land located in the E1/2, NE1/4, Section 31.” C. Place of Use: The place of use of the decreed water right in Case No. 83-CW-096 (81-CW-067) is sought to be changed to the E1/2 of the SE1/4 of said Section 31. A copy of the decree in question is attached hereto as Exhibit A. 4. Background: A. By Special Warranty Deed of December 13, 2011, Lloyd Land acquired the E1/2 of the SE1/4 of Section 31. See Exhibit B, Exhibit A to Deed, Parcel IV. B. Lloyd and Eileen Land (husband and wife) have agreed that the subject water right should be used on the E1/2 of the SE1/4 rather than the E1/2 of the NE1/4 of Section 31 in order to accomplish their development plans and needs. 5. No Injury: A. No change is sought for the location of the point of diversion from Jim Creek; for the decreed rate of flow of 4.0 cfs ABSOLUTE; or for the limitation of use to 55.5 acres. B. The change in place of use of the water right, as sought hereby, will not change or affect any other term or condition as specified in the decree in Case Nos. 83-CW-096 (81-CW-067) and 83-CW315, Water Division 1, and will not result in injury to other absolute or decreed conditional water rights. 6. Name and Address of Landowner of the Land Upon Which the Changed Place of Use is Located: The above named Applicant. WHEREFORE, Applicant requests this Court to enter a Decree granting the requested change in place of use for the Jim Creek Ditch water right decreed in Case Nos. 83-CW-096 (81-CW-067) and 83-CW-315, Water Division 1. FURTHER, Applicant requests this Court grant such other relief that it deems proper in this matter. (2 pages.) 17CW3174 (2007CW146) Flying J Ranch, LLC (“Flying J”), 300 South Dahlia Street, Suite 205, Denver, CO 80246. Please send all future correspondence and pleadings to: Cynthia F. Covell, Andrea L. Benson, and Alyson K. Scott, Alperstein & Covell, P.C., 1600 Broadway, Suite 1070, Denver, CO 80202. Application for Finding of Reasonable Diligence: Flying J Ranch Well System and Flying J Pond, JEFFERSON AND PARK COUNTIES. 2. Flying J Ranch Well System, Including the Flying J Ranch Well. a. Date of original decree (as revised): October 15, 2009. i. Case No.: 2007CW0146. ii. Court: Division 1 Water Court. b. Subsequent decrees awarding diligence: Not applicable. c. Permits to date for the Flying J Ranch Well: Permit Nos. 44958-F and 68814-F. i. Permit No. 44958-F: The Flying J Ranch Well was originally registered under this well permit number, and it was originally decreed for 10 g.p.m. absolute in Case No. 1995CW0154, with augmentation of out-of-priority depletions covered by the augmentation plan decreed in Case No. 1995CW0154. ii. Permit No. 68814-F: The Flying J Ranch Well was decreed in Case No. 2007CW0146 for an additional 50 g.p.m. conditional (in combination with all supplemental and replacement wells therefor, known as the Flying J Ranch Well System), with augmentation of out-of-priority depletions from this expanded use covered by the augmentation plan decreed in Case No. 2007CW0146. d. Legal description of Flying J Ranch Well: NW1/4 NW1/4, Section 28, Township 9 South, Range 71 West of the 6th P.M., in Jefferson County, Colorado, at a point approximately 1,250 feet from the North section line and 800 feet from the West section line of said Section 28. See Exhibit 1. This well is within 100’ of Wigwam Creek and can be administered as a surface diversion without delayed depletions. e. Legal description of Flying J Ranch Well System, including existing supplemental well: The Flying J Ranch Well System includes all supplemental and replacement wells needed for the Flying J Ranch Well to obtain the full yield of 60 g.p.m. decreed for the Flying J Ranch Well in Case Nos. 1995CW0154 and 2007CW0146. All wells in the Flying J Ranch Well

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System must be located within the Flying J Ranch, which is located in the E1/2 of the NE1/4 and the NE1/4 of the SE1/4 of Section 29, and the NW1/4and the N1/2 of the SW1/4 of Section 28, all in Township 9 South, Range 71 West of the 6th P.M., Jefferson County, Colorado, as more particularly depicted on Exhibit 1 (“Flying J Ranch”). Further, all wells comprising the Flying J Ranch Well System must be located within 100 feet of Wigwam Creek and in the same quarter-quarter section as the Flying J Ranch Well. The specific location of each well in the Flying J Ranch Well System will be provided to the State Engineer, the Division Engineer, and the Court, and by this application said information is provided for a new supplemental well in the Flying J Ranch Well System with permit no. 81320-F, which is located in the NW1/4 of the NW1/4 of Section 28, Township 9 South, Range 71 West of the 6th P.M., Jefferson County, Colorado, at a point with the following UTM coordinates (based on UTM Zone 13 and datum NAD83): Easting 469987.0, and Northing 4343386.0. f. Source of water: Groundwater which is tributary to Wigwam Creek, a tributary of the South Platte River. g. Appropriation date: March 1, 2006. h. Amount: 50 g.p.m., conditional. i. Uses: All camp purposes on the Flying J Ranch, including in-building domestic uses, fire protection, swimming pool, stock watering, and irrigation of up to 1.4 acres within the Flying J Ranch, as such ranch is more particularly described in paragraph 2.d. above. j. Decreed depth of Flying J Ranch Well: 304 feet. k. As-constructed depth of Flying J Ranch Well: 305 feet. 2. Flying J Pond. a. Date of original decree: October 15, 2009. i. Case No.: 2007CW0146. ii. Court: Division 1 Water Court. b. Subsequent decrees awarding diligence: Not applicable. c. Legal description: Off-channel excavated pond located on the Flying J Ranch, as depicted on Exhibit 1. Water will be diverted from Wigwam Creek at a point located on the Flying J Ranch property in the SE1/4, NW1/4, Section 28, Township 9 South, Range 71 West of the 6th P.M., in Jefferson County, Colorado, approximately 2,150 feet from the North line of Section 28, and 1,380 feet from the West line of Section 28. Water will be diverted from this point via a pipeline or a ditch to the Flying J Pond headgate, which will be located in said quarter-quarter section, approximately 2,450 feet from the North line of Section 28 and 1,500 feet from the West line of Section 28. d. Source of water: Wigwam Creek, tributary to the South Platte River. e. Appropriation date: March 1, 2006. f. Amount: 5.0 acre-feet, conditional, with the right to fill and refill when in priority. g. Rate: 1.0 c.f.s. from Wigwam Creek via the ditch or pipeline. h. Uses: The primary uses are augmentation, irrigation, and fire protection, with incidental uses for recreation, piscatorial, and wildlife protection and propagation. Irrigation use is for up to 1.4 acres within the Flying J Ranch. i. Surface area: 1 acre. j. Total capacity: 5.0 acre-feet. 4. Outline of What has Been Done Toward Completion of the Appropriation and Application of Water to a Beneficial Use as Conditionally Decreed, Including Expenditures. a. Applicant owns and operates an integrated water supply system with infrastructure currently consisting of ditch rights and water rights and augmentation plans decreed in Case Nos. 1995CW0154 and 2007CW0146, including the Flying J Well System and the Flying J Pond, which collectively provide water for augmentation and all camp purposes on the Flying J Ranch, including in-building domestic, commercial, fire protection, camping (including outdoor showers and field kitchens), swimming pool, stock and horse watering, irrigation and incidental recreation, piscatorial, and wildlife protection and propagation uses. Pursuant to C.R.S. § 37-92-301(4)(b), when an integrated system is composed of several features, as is the case here, work on one feature of the system is considered in finding that reasonable diligence has been shown in the development of water rights for all features of the entire system. b. On December 3, 2009, Applicant applied for a permit pursuant to the decree in Case No. 2007CW0146 in order to expand the use of the Flying J Ranch Well from 10 g.p.m., as permitted under permit no. 49958-F, to 60 g.p.m. to enable it to divert the additional 50 g.p.m. decreed to the Flying J Well in Case No. 2007CW0146. The State Engineer issued a permit, Permit No. 68814-F, on or about December 9, 2009. On or about January 25, 2010, Applicant submitted a pump installation report for Permit No. 68814-F. c. In March 2011, Applicant obtained a special use permit from Jefferson County for development of the Flying J Ranch property. d. After October 15, 2009, and beginning no later than 2011, Applicant began to form its Site Development Plan, including the Water Master Plan, for the Flying J Ranch. The Site Development Plan was initially approved by Jefferson County in 2011, and an amended plan was approved in 2013. The Water Master Plan similarly has been revised and updated since initial approval, including most recently in 2016. The Applicant’s Site Development Plan, among

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other things, identifies the planned location for the Flying J Pond; the location of the Flying J Ranch Well; the location of cisterns for domestic use of the Flying J Ranch Well System water right; the planned location for the swimming facilities; and for various other planned facilities (such as cabins, staff buildings, and other facilities for campers and staff) in or at which the water rights decreed in Case No. 2007CW0146 will be beneficially used. e. In 2011, Applicant began designing a water treatment system to supply the camps at the Flying J Ranch on a year-round basis. At present, the system is being designed to serve an existing staff lodge and to-be-constructed infirmary and retreat centers, and it will include a new water supply well, treatment building, and a storage tank. Applicant received approval of this new water treatment system from the Colorado Department of Public Health and Environment on March 14, 2017. Applicant is presently preparing its building permit application to Jefferson County for the water treatment system and the infirmary. f. Applicant planned and constructed the wastewater processing plant and collection pipes features identified in its Water Master Plan, beginning in 2013 and continuing through, and including, 2015 (with the facilities completed on or about June 2015) as part of the orderly development of the water rights decreed in Case No. 2007CW0146, as well as its integrated water supply system and infrastructure. g. Since October 15, 2009, and until the present, Applicant has continued to develop the camps at the Flying J Ranch, including constructing new staff and guest facilities (e.g., building tent platforms, meeting tents, a toilet building, a second bathhouse, open-air showers for staff, dining tent, and recreation facilities, including a basketball court and bouldering wall; renovation of a shower building; and expansion of the kitchen) and planning a therapeutic, residential outdoor program for young adults. Applicant has engaged the assistance of consultants, such as architects and water resource engineers, as necessary to bring water to these facilities. i. Since the Ramah Camp on the Flying J Ranch first opened following entry of the decree on October 15, 2009, the number of campers and staff has increased. As of the date of this application, the capacity of the camp is 200 campers and 110 staff. For most of the 2017 summer camp season, the camp was at capacity. ii. Applicant will hold its inaugural camping season for its newly planned Jewish camp on the Flying J Ranch in January 2018, with an estimated 8 campers and 12 staff. h. Since October 15, 2009, and until the present, Applicant and its consultants have held meetings with the local fire department to discuss fire protection water flow and fire management on the Flying J Ranch Property. The importance of effective fire flow and fire management was confirmed following an on-site fire in 2017. i. On November 30, 2016, Applicant applied for a supplemental well for the Flying J Ranch Well, as part of the Flying J Ranch Well System, which permit was issued on December 7, 2016, with Permit No. 80474-F. Applicant completed construction of this well on April 6, 2017, in the NW1/4 of the NW1/4 of Section 28, Township 9 South, Range 71 West of the 6th P.M., Jefferson County, Colorado, at a point that is 1,358 feet from the North section line and 651 feet from the West section line and that has the following UTM coordinates (based on UTM Zone 13 and datum NAD83): Easting 469999; and Northing: 4343367. Because the well drilled pursuant to Permit No. 80474-F was completed more than 100 feet from Wigwam Creek, this well is not part of the Flying J Ranch Well System. Applicant’s present intent is to convert this well to a monitoring well instead. j. On August 1, 2017, Applicant applied for another supplemental well for the Flying J Ranch Well, as part of the Flying J Ranch Well System, which permit was issued on September 7, 2017, with permit no. 81320-F. Applicant completed construction of this well on October 3, 2017, at a point located within 100 feet of Wigwam Creek, as more particularly described in paragraph 2.e. above. k. Applicant and its consultant performed a reconnaissance survey of the location for the Flying J Pond on May 9, 2017. l. Since October 15, 2009, and until the present, Applicant has expended no less than $4,955,279 on capital expenses, major projects, and water consultants to develop the camps at the Flying J Ranch, including the water rights and related facilities and infrastructure. m. Annual accounting of water use has been provided on a regular basis to Mountain Mutual Reservoir Company and North Fork Associates, LLC, who has reported the use to the Division Engineer. 5. Names and Addresses of Owners or Reputed Owners of the Land Upon Which Any New Diversion Structure or Storage Structure, or Modification to Any Existing Diversion or Storage Structure Is or Will Be Constructed or Upon Which Water is or Will be Stored, Including Any Modification to the Existing Storage Pool. Applicant. (8 pages, including 1 exhibit)

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17CW3175 City of Thornton, Infrastructure Department, Division of Water Resources, 12450 North Washington St., Thornton, CO 80241, (720) 977-6600. Attorney: Joanne Herlihy, Esq., Senior Assistant City Attorney, City of Thornton, 9500 Civic Center Dr., Thornton, CO 80229, (303) 538-7210. VERIFIED APPLICATION FOR SEXENNIAL FINDING OF REASONABLE DILIGENCE IN ADAMS, DENVER and WELD COUNTIES. 2. Name of Structures: Aylor Ponds (7 Ponds); Grandview Ponds (Nos. 1, 2 & 3); Grange Creek Park Pond; Lambertson Lakes Nos. 1, 2 & 3; Marshall Lake; and Recreation Center Pond (collectively the “Thornton Ponds”). 3. Description of conditional water rights: 3.1. Original Decree: November 4, 2011, Case No. 2008CW82, District Court, Water Division 1. 3.2. Subsequent decrees awarding findings of diligence: N/A. This is the first application for findings of reasonable diligence. 3.3. Name and Location of the Thornton Ponds: 3.3.1. Aylor Ponds. The following seven water rights are all located in the SE1/4 of Section 20, T. 1 S., R. 67 W., 6th P.M., Adams County, Colorado. The general location of the Aylor Ponds is shown on Exhibit A. 3.3.1.1. Aylor Pond 1 3.3.1.1.1. Location: SW1/4 of SE1/4 of Section 20, Township 1 S., Range 67 W., 133 feet from S. section line and 2,550 feet from E. section line. 3.3.1.1.2. Amount: 4.6 AF (conditional). 3.3.1.1.3. On-channel. 3.3.1.2. Aylor Pond 2 3.3.1.2.1. Location: NW1/4 of SE1/4 of Section 20, Township 1 S., Range 67 W., 1,740 feet from S. section line and 2,210 feet from E. section line. 3.3.1.2.2. Amount: 1.1 AF (conditional). 3.3.1.2.3. Off-channel. 3.3.1.3. Aylor Pond 3 3.3.1.3.1. Location: NW1/4 of SE1/4 of Section 20, Township 1 S., Range 67 W., 1,630 feet from S. section line and 1,940 feet from E. section line. 3.3.1.3.2. Amount: 2 AF (conditional). 3.3.1.3.3. Off-channel. 3.3.1.4. Aylor Pond 4 3.3.1.4.1. Location: NW1/4 of SE1/4 of Section 20, Township 1 S., Range 67 W., 1,835 feet from S. section line and 1,925 feet from E. section line. 3.3.1.4.2. Amount: 1.6 AF (conditional). 3.3.1.4.3. Off-channel. 3.3.1.5. Aylor Pond 5 3.3.1.5.1. Location: NE1/4 of SE1/4 of Section 20, Township 1 S., Range 67 W., 1,590 feet from S. section line and 1,075 feet from E. section line. 3.3.1.5.2. Amount: 1.9 AF (conditional). 3.3.1.5.3. Off-channel. 3.3.1.6. Aylor Pond 6 3.3.1.6.1. Location: NE1/4 of SE1/4 of Section 20, Township 1 S., Range 67 W., 1,945 feet from S. section line and 625 feet from E. section line. 3.3.1.6.2. Amount: 3.1 AF (conditional). 3.3.1.6.3. Off-channel. 3.3.1.7. Aylor Pond 7 3.3.1.7.1. Location: SE1/4 of SE1/4 of Section 20, Township 1 S., Range 67 W., 300 feet from S. section line and 610 feet from E. section line. 3.3.1.7.2. Amount: 17.7 AF (conditional). 3.3.1.7.3. On-channel. 3.3.1.8. Source: Unnamed tributary of Brantner Gulch (for each of the seven Aylor Ponds). 3.3.1.9. Date of appropriation: April 22, 2008 (for each of the seven Aylor Ponds). 3.3.1.10. Uses: For each of the seven Aylor Ponds: municipal uses, including, but not limited to, watering of parks, lawns, gardens and other public spaces, irrigation, agricultural, recreation, piscatorial, wildlife preservation, fire protection, street sprinkling, and aesthetic purposes, and for adjustment and regulation of Thornton’s storage and delivery systems. Thornton may divert, store and subsequently use the water directly for the above uses, or by and for exchange, augmentation, substitution, replacement or otherwise, as may be appropriate to maximize its lawful use. Thornton may reuse, successively use, dispose of, and/or otherwise apply all such water to extinction, subject to the limitations set forth in ¶ 11.a.x. of the Decree entered in Case No. 08CW82. The return flow discharged or released by Thornton attributable to the exercise of these rights shall have associated with it the same rights of use, reuse, successive use and disposition, subject to the limitations set forth in ¶ 11.a.x of the Decree entered in Case No. 08CW82. Through the accounting procedure, Thornton will maintain sufficient dominion over these waters and associated return flows to reuse to extinction. The water may be placed to use within the Thornton service area as it now exists or may exist in the future. 3.3.2. Grandview Ponds. The following three water rights are all located in the NW1.4 of Section 18, T. 2 S., R. 67 W., 6th P.M., Adams County, Colorado. The general location of the Grandview Ponds is shown on Exhibit A. 3.3.2.1. Grandview Pond 1 3.3.2.1.1. Location: NE1/4 of NW1/4 of Section 18, Township 2 S., Range 67 W., 300 feet from N. section line and 2,220 feet from W. section line. 3.3.2.1.2. Amount: 2.8 AF (conditional). 3.3.2.1.3. On-channel. 3.3.2.2. Grandview Pond 2 3.3.2.2.1. Location: NE1/4 of NW1/4 of Section 18, Township 2 S., Range 67 W., 640 feet from N. section line and 2,015 feet from W. section line. 3.3.2.2.2. Amount: 4.42 AF (conditional). 3.3.2.2.3. On-channel. 3.3.2.3. Grandview Pond 3 3.3.2.3.1. Location: NW1/4 of NW1/4 of Section 18, Township 2 S., Range 67 W., 1,215 feet from N. section line and 830 feet from W. section line. 3.3.2.3.2. Amount: 1.9 AF

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(conditional). 3.3.2.3.3. On-channel. 3.3.2.4. Source: Unnamed tributary to Grange Hall Creek (for each of the three Grandview Ponds). 3.3.2.5. Date of appropriation: April 22, 2008 (for each of the three Grandview Ponds). 3.3.2.6. Uses: For each of the three Grandview Ponds: the same uses as stated in ¶ 3.3.1.10, above, for the Aylor Ponds. 3.3.3. Grange Creek Park Pond (Off-Channel Storage Pond). The general location of the range Creek Park Pond is shown on Exhibit A. 3.3.3.1. Location: Grange Creek Park Pond is located in the NW1/4 of Section 7, T. 2 S., R. 67 W., 6th P.M., Adams County, Colorado. 3.3.3.2. Source: Unnamed tributary to Grange Hall Creek. 3.3.3.3. Date of appropriation: April 22, 2008. 3.3.3.4. Amount: 1 AF (conditional). 3.3.3.5. Uses: The same uses as stated in ¶ 3.3.1.10, above, for the Aylor Ponds. 3.3.4. Lambertson Lakes. The following three water rights are all located in the N1/2 of Section 14, T. 2 S., R. 68 W., 6th P.M., Adams County, Colorado. The general location of the Lambertson Lakes is shown on Exhibit A. 3.3.4.1. Lambertson Lake 1 3.3.4.1.1. Location: SW1/4 of NW 1/4 of Section 14, Township 2 S., Range 68 W., 2,020 feet from N. section line and 315 feet from W. Section line. 3.3.4.1.2. Amount: 3.4 AF (conditional). 3.3.4.1.3. On-channel. 3.3.4.2. Lambertson Lake 2 3.3.4.2.1. Location: SW1/4 of NW1/4 of Section 14, Township 2 S., Range 68 W., 1,765 feet from N. section line and 1,085 feet from W. section line. 3.3.4.2.2. Amount: 1.8 AF (conditional). 3.3.4.2.3. On-channel. 3.3.4.3. Lambertson Lake 3 3.3.4.3.1. Location: SE1/4 of NW1/4 of Section 14, Township 2 S., Range 68 W., 1,710 feet from N. section line and 1,930 feet from W. Section line. 3.3.4.3.2. Amount: 41.5 AF (conditional). 3.3.4.3.3. On-channel. 3.3.4.4. Source: Grange Hall Creek (a.k.a. Brewers Gulch) (for each of the three Lamberston Lakes). 3.3.4.5. Date of appropriation: April 22, 2008 (for each of the three Lamberston Lakes). 3.3.4.6. Uses: For each of the three Lambertson Lakes: The same uses as stated in ¶ 3.3.1.10, above, for the Aylor Ponds. 3.3.5. Marshall Lake (On-Channel Storage Pond). The general location of Marshall Lake is shown on Exhibit A. 3.3.5.1. Location: In the NW1/4 of Section 29, T. 1 S., R. 67 W., 6th P.M., Adams County, Colorado. 3.3.5.2. Source: Brantner Gulch. 3.3.5.3. Date of appropriation: April 22, 2008. 3.3.5.4. Amount: 30 AF (conditional). 3.3.5.5. Uses: The same uses as stated in ¶ 3.3.1.10, above, for the Aylor Ponds. 3.3.6. Recreation Center Pond (On-Channel Storage Pond). The general location of the Recreation Center Pond is shown on Exhibit A. 3.3.6.1. Location: In the NE1/4 of Section 12, T. 2 S., R. 68 W., 6th P.M., Adams County, Colorado. 3.3.6.2. Source: Unnamed tributary of Grange Hall Creek. 3.3.6.3. Date of appropriation: April 22, 2008. 3.3.6.4. Amount: 62 AF (conditional). 3.3.6.5. Uses: The same uses as stated in ¶ 3.3.1.10, above, for the Aylor Ponds. 3.4. Name and location of Exchanges. The Thornton Ponds described in ¶ 3.3 above are located on or near tributaries to the South Platte River and Big Dry Creek. Pursuant to the Decree entered in Case No. 08CW82, at times Thornton provides augmentation water on a tributary downstream of the point of diversion and the out-of-priority place of storage in the Thornton Ponds. That operation includes exchanges. The seven Aylor Ponds are treated as a single exchange-to point, the three Grandview Ponds are treated as a single exchange-to point, and the three Lambertson Lakes are treated as a single exchange-to point (collectively “Thornton Pond Exchanges”). The exchanges and rates are shown in matrix form on Exhibit B. 3.4.1. From the confluence of Grange Hall Creek and the South Platte River, up Grange Hall Creek and its unnamed tributaries: 3.4.1.1. To Grandview Ponds in the amount of 1.5 cfs (conditional); 3.4.1.2. To Lambertson Lakes in the amount of 8.7 cfs (conditional); 3.4.1.3. To Civic Center Lake in the amount of 9.4 cfs (conditional); 3.4.1.4. To Grange Creek Park Pond in the amount of .2 cfs (conditional); and 3.4.1.5. To Recreation Center Pond in the amount of 3.75 cfs (absolute) and 6.65 cfs (conditional). 3.4.2. From the confluence of Brantner Gulch and the South Platte River, up Brantner Gulch and its unnamed tributaries: 3.4.2.1. To Aylor Ponds in the amount of 5.4 cfs (conditional); 3.4.2.2. To Marshall Lake in the amount of 5.0 cfs (conditional); and 3.4.2.3. To Eastlake No. 3 in the amount of 16.3 cfs (conditional). 3.4.3. From the confluence of Big Dry Creek and the South Platte River up Big Dry Creek: 3.4.3.1. To the point of discharge from Hunter’s Glen Pond in the amount of 12.3 cfs (conditional). 3.4.4. From the confluence of Big Dry Creek and the South Platte River up the South Platte River to its confluence with Grange Hall Creek, up Grange Hall Creek and its unnamed tributaries: 3.4.4.1. To Grandview Ponds in the amount of 1.5 cfs (conditional); 3.4.4.2. To Lambertson Lakes in the amount of 8.7 cfs (conditional); 3.4.4.3. To Civic Center Lake in the amount of 9.4 cfs (conditional); 3.4.4.4. To Grange Creek Park Pond in the amount of .2 cfs (conditional); and 3.4.4.5. To Recreation

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Center Pond in the amount of 3.75 cfs (absolute) and 6.65 cfs (conditional). 3.4.5. From the confluence of Big Dry Creek and the South Platte River up the South Platte River to its confluence with Brantner Gulch, up Brantner Gulch and its unnamed tributaries: 3.4.5.1. To Aylor Ponds in the amount of 5.4 cfs (conditional); 3.4.5.2. To Marshall Lake in the amount of 5.0 cfs (conditional); and 3.4.5.3. To Eastlake No. 3 in the amount of 16.3 cfs (conditional). 3.4.6. Date of Appropriation: April 22, 2008. 3.4.7. Source of Water: The substitute supply sources as listed in paragraph 15 in Case No. 08CW82. 3.4.8. Uses: Thornton may use the exchanges only for the plan for augmentation decreed in Case No. 08CW82. 4. Provide a detailed outline of what has been done toward completion, including expenditures: From November 4, 2011 through November 30, 2017, Thornton performed the following work and incurred the following costs, all or in part, concerning the claimed absolute and remaining conditional portion of its Thornton Ponds water rights and its Thornton Pond Exchanges (“Subject Water Rights”), including work and expenditures on specific structures integral to the diversion and use of the Subject Water Rights and in the further development of Thornton’s integrated water supply systems within which the Subject Water Rights have been and will be placed to beneficial use. The work done and costs incurred set forth below are illustrative and not exhaustive and Thornton reserves the right to present evidence of additional activities and costs in support of this application. 4.1. Thornton Integrated System Activities: During the diligence period, Thornton has continued in the development and improvement of its Clear Creek and South Platte River water supply system including many of the structures used in the exercise of the Subject Water Rights. The Thornton Ponds water rights and Thornton Pond Exchanges are components of the integrated water supply system that Thornton operates to provide itself and its customers with water for municipal purposes. The Thornton Ponds water rights and Thornton Pond Exchanges are operated in conjunction with, and are integrated with other structures owned by Thornton. Costs incurred by Thornton during the diligence period totaled approximately $1.289 million dollars, and include the following work: 4.1.1. 08CW82 Measuring Facilities: Thornton designed and constructed stilling wells and water level recording facilities at 16 of the Thornton Ponds throughout the City. The ability to measure water levels and inflows is a requirement of Decree entered in Case No. 08CW82 and of the State Engineer. The project included the construction of two flumes at the inflows to Aylor Ponds and Hunters Glen Reservoir. Stilling wells were installed at Civic Center Lake, Eastlake Reservoir No.3, Grandview Ponds, Grange Creek Park Pond, Recreation Center Pond, Aylor Ponds, and Hunter Glen Lake. Expenditures on this project were approximately $402,000. 4.1.2. Material Expenses for Thornton Ponds: Thornton regularly maintains and repairs the facilities at the Thornton Ponds. This includes purchasing items like filters, valves, electrical supplies, treatment supplies and other parts. Thornton spent over $23,000 on these parts. 4.1.3. Marshall Lakes Aeration: Thornton purchased and installed an aeration system at Marshall Lake to improve water quality. This project was approximately $15,000. 4.1.4. 08CW82 LIRF Re-computation Requirement: the Decree entered in Case No. 08CW82 requires the City to re-compute, every five years, the deep percolation percentages for each of its city parks and the golf course for which the City is claiming LIRFs under the Decree. The City performed this re-computation and filed a report and revised accounting forms with the Court and served the same on the Division Engineer and objectors during the diligence period at a cost of approximately $20,000. 4.1.5. Water Court: Thornton has actively participated in water court proceedings to protect the Subject Water Right decreed in Case No. 08CW82. Legal and engineering costs incurred relating to the protection of Thornton’s Clear Creek and South Platte River water rights portfolio, including the Subject Water Rights during the diligence period were approximately $829,000. 5. If claim to make absolute: Thornton has exercised the Thornton Ponds water rights in-priority during the diligence period. 5.1. Description of place where water was applied to beneficial use. All water applied to beneficial use under the decree in Case No. 08CW82 was used within Thornton’s water service area. 5.2. The structures, amounts claimed absolute, the date claimed absolute and the call on the river are set forth in the table below.

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Volume Absolute Date Absolute

Call Description

AF AF AF

Aylor Pond 1 4.6 4.6 6/20/2015 No Call

Aylor Pond 2 1.1 1.1 6/6/2016 No Call

Aylor Pond 3 2.0 2.0 5/26/2015 No Call

Aylor Pond 4 1.6 1.6 5/13/2016 No Call

Aylor Pond 5 1.9 1.9 5/12/2016 No Call

Aylor Pond 6 3.1 3.1 6/18/2017 No Call

Grandview Pond 1 2.8 2.8 6/14/2016 No call

Grandview Pond 2 4.4 4.4 10/24/2017 No call

Grandview Pond 3 1.9 1.9 7/1/2015 No Call

Grange Creek Park Pond 1.0 1.0 5/19/2015 No Call

Lambertson Lakes 1 3.4 3.4 4/18/2015 No Call

Lambertson Lakes 2 1.8 1.8 5/9/2015 No Call

Lambertson Lakes 3 41.5 39.6 5/5/2016 No Call

Marshall Lake 30.0 30.0 9/16/2013 No Call

Recreation Center Pond 62.0 62.0 9/23/2013 No Call 6. Names and addresses of owners or reputed owners of land on which any new diversion or storage structure or modification to any existing diversion or storage structure is or will be located, or upon which water is or will be stored: No new diversion or storage structure or modification to any existing diversion or storage structure is necessary. All diversion and storage structures named in this application currently exist and do not need modification to exercise the Subject Water Rights. Thornton owns the land upon which the water is and will be stored, except for Eastlake Reservoir No. 3 (a/k/a Eastlake Reservoir No. 2). Eastlake Reservoir No. 3 is owned by the Eastlake Water Company. Thornton is a shareholder in the Eastlake Water Company and has permission to use the structure for storage. Eastlake Water Company, 12450 Washington Street, Thornton, Colorado 80241. WHEREFORE, Thornton respectfully requests that this Court enter a judgement and decree of this Court that: 1. The Thornton Ponds conditionally decreed in Case No. 08CW82 be made absolute in the amounts claimed in ¶ 5 above, or alternatively, that Thornton has exercised reasonable diligence in their development; 2. Thornton has exercised reasonable diligence in the development of the remaining conditional portions of the Thornton Ponds water rights and the Thornton Pond Exchanges; 3. The remaining conditional portions of the Thornton Ponds and the Thornton Pond Exchanges be continued in full force and effect for a period of six years after entry of the Court’s decree herein; and 4. For such other and further relief as this Court deems just and proper. (14 pages). 17CW3176 CENTENNIAL WATER AND SANITATION DISTRICT, c/o General Manager, 62 West Plaza Drive, Highlands Ranch, Colorado 80129, JKaufman@highlandsranch.org, 303-791-0430. Attorneys: Veronica A. Sperling and Paul F. Holleman, Buchanan Sperling & Holleman PC, 1525 Spruce Street, Suite 200, Boulder, Colorado 80302, 303-431-9141, vsperling@tbvs.net, fholleman@tbvs.net. APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN DOUGLAS AND JEFFERSON COUNTIES. 2. Name of structure: Chatfield Reservoir. 3. Describe conditional water right giving the following from the previous decree: A. Date of original decree: March 29, 1989. Case No.: 83CW184. Court: District Court, Water Division 1. B. Subsequent decrees: Decrees finding reasonable diligence were entered in Case Nos. 95CW111 on February 13, 1996, 02CW41 on April 24, 2003, and 09CW76 on November 26, 2011, all District Court, Water Division 1. C. Location: Chatfield

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Reservoir: The reservoir formed by the Chatfield Dam, an existing structure located on the mainstem of the South Platte River; the right abutment of which is located in Douglas County, Colorado, in Sections 6 and 7, Township 6 South, Range 68 West, of the 6th P.M. and the left abutment of which is located in Jefferson County, Colorado, in Section 1, Township 6 South, Range 69 West, of the 6th P.M. D. Source: The South Platte River and tributaries. E. Appropriation date: August 24, 1984. F. Amount: 4,100 acre-feet, CONDITIONAL, of the 26,400 acre feet per year decreed in Case No. 83CW184. G. Use: Augmentation, replacement, exchange, irrigation, commercial, industrial, recreation, municipal, domestic and all other beneficial uses. H. Depth (if well): Not applicable. 4. Detailed outline of what has been done toward completion or for completion of the appropriation and application of water to beneficial use as conditionally decreed, including expenditures, during the diligence period: Centennial acquired the subject conditional water right from the Central Colorado Water Conservancy District and Groundwater Management Subdistrict of the Central Colorado Water Conservancy District by special warranty deed dated May 15, 2005 and recorded May 19, 2005 in the Douglas County real property records at Reception No. 2005044600. During the diligence period, Centennial has taken the following actions toward completion of the subject conditional water right: A. The subject conditional water right and its associated structures and sources are part of the unified water supply system for Highlands Ranch. Highlands Ranch is a development consisting of approximately 22,000 acres in Douglas County, including the community of Highlands Ranch. Centennial is responsible for providing a municipal water supply to Highlands Ranch. B. Centennial continued to engage in efforts to obtain the reallocation of storage space in Chatfield Reservoir from flood control to multipurpose use, including municipal storage (“Chatfield Reallocation Project” or “Project”), and to secure a permanent right to store water in Chatfield Reservoir, including water available to the subject water right. In April 2012, Centennial increased the size of its storage space allocation through the acquisition of the redistributed allocation of the City of Brighton, bringing Centennial’s storage space allocation in Chatfield Reservoir to 6,922 acre feet, including its allocation through its participation in the South Metropolitan Water Supply Authority. This is approximately 34% of the 20,600 acre feet of reallocated storage space that is part of the Chatfield Reallocation Project. The final draft of the feasibility report and environmental impact statement for the Project was issued in June 2012 and the Chatfield Reallocation Project Final Integrated Feasibility Report and Environmental Impact Statement was issued in July 2013. The State of Colorado Fish and Wildlife Mitigation plan for the Project was approved in January 2014. The Record of Decision affirming the Chatfield Reallocation Project as the preferred alternative and authorizing the reallocation of 20,600 acre feet of storage space in Chatfield Reservoir from flood control use to multipurpose use, including municipal storage, was issued on May 29, 2014. The Department of the Army and the Colorado Department of Natural Resources (“CDNR”) entered into a Water Storage Agreement for the Chatfield Reallocation Project on October 9, 2014. On October 16, 2015, Centennial entered into a Water Provider Agreement with CDNR for the permanent right to use 6,922 acre feet of reallocated storage space in Chatfield Reservoir. In connection with the Water Provider Agreement, Centennial deposited $4,502,657 in cash and $44,440,000 in Colorado Water Conservation Board loan proceeds, for a total of $48,942,657, into an escrow account to cover its pro rata share of estimated future payments to complete the mitigation obligations for the project. Centennial staff and consultants participated in all aspects of the process to obtain the required approvals for the Chatfield Reallocation Project, including the negotiation of the various agreements described above and the creation of the Chatfield Reservoir Mitigation Company described in paragraph 4.C below. C. The Chatfield Reservoir Mitigation Company (“CRMC”) was formed by Project participants on October 8, 2015, for the purpose of conducting such business as may be necessary to satisfy the mitigation obligations of the participants as required for implementation of the approved Chatfield Reallocation Project. On October 15, 2015, Centennial entered into the Chatfield Reservoir Management Agreement with CDNR, the other project participants and the City and County of Denver, acting by and through its Board of Water Commissioners, which provides for various management and operational terms and conditions for use of the reallocated storage space authorized by the Project. Centennial is a member of the CRMC and has a seat on the Board of the company. On October 26, 2015, the CRMC entered into a contract with CDM Smith for management of the

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implementation of the Chatfield Reallocation Project and subsequently entered into eleven separate consultant contracts for project design, totaling $18,200,000. Initial construction of features associated with completion of mitigation obligations for the Project began in October 2017. To date, Centennial has expended approximately $810,000 for consultant contracts and $5,576,839 for capital design as its pro rata share of expenses incurred by the CRMC in connection with implementation of the Project. D. Since December 1, 2011, Centennial has expended more than $27,332,000 on the continuing development of its municipal water system and water rights, including the development of facilities necessary to utilize water stored under the subject conditional water right. These expenditures include expenditures associated with Centennial’s water treatment and wastewater treatment plants, water and wastewater pipelines, groundwater wells, raw water storage facilities and miscellaneous water infrastructure. E. Since December 1, 2011, Centennial has continued to participate in the Chatfield Watershed Authority, formed under authority of the Denver Regional Council of Governments. The Authority has initiated water quality related studies and is developing land management plans to protect the quality of inflows to Chatfield Reservoir. Centennial’s participation is for the purpose of protecting the quality of water diverted to its municipal system at Chatfield Reservoir, including water that will be stored in the future under the subject conditional water right. F. Since December 1, 2011, Centennial has continued to participate in the Coalition for the Upper South Platte, formerly known as the Upper South Platte Watershed Protection Association. Centennial is in the Members class of the association, with full voting rights and dues obligations. The association was formed in 1998 with the purpose of maintaining or improving water quality and related resources within the South Platte watershed above Strontia Springs dam. Strontia Springs dam is upstream of Chatfield Reservoir. Centennial’s participation in the association is for the purpose of protecting the quality of water diverted to Centennial’s municipal system at Chatfield Reservoir, including water that will be stored in the future under the subject conditional water right. G. Since December 1, 2011, Centennial has participated in numerous Water Court cases to protect the subject conditional water right from injury and has expended in excess of $2,000,000 in legal and engineering fees in such cases during the diligence period. 5. If claim to make absolute - water applied to beneficial use: Not applicable. 6. Name and address of owner of land upon which any new diversion or storage structure or modification to an existing diversion or storage structure or existing storage pool is or will be constructed or upon which water is or will be stored: No new diversion or storage structures are or will be constructed and no modifications to existing diversion or storage structures or existing storage pool are or will be constructed. The land on which Chatfield Reservoir is located is owned by the United States Army Corps of Engineers, 9307 South Platte Canyon Road, Littleton, CO 80128-6901. WHEREFORE, Centennial requests the Court to enter a decree finding that Centennial has proceeded with reasonable diligence toward the completion of the appropriation of the subject conditional water right and continuing the subject conditional water right in full force and effect for an additional diligence period. 17CW3177 COORS BREWING COMPANY; 1801 California Street, Suite 4600, Denver, CO 80202. Stephen H. Leonhardt, Esq., Morgan L. Figuers, Esq., Melissa L. Magee, Esq.; BURNS, FIGA & WILL, P.C.; 6400 South Fiddler’s Green Circle, Suite 1000, Greenwood Village, CO 80111; (303) 796-2626. APPLICATION FOR CHANGE OF WATER RIGHT AND PLAN FOR AUGMENTATION INCLUDING EXCHANGE IN JEFFERSON COUNTY. 2. Purpose of Application: Coors Brewing Company (“Coors” or “Applicant”) is a Colorado corporation and wholly-owned subsidiary of Molson Coors Brewing Co., which owns and operates a large industrial complex near the City of Golden, Colorado. In supplying water to that complex, Coors diverts water from Clear Creek, by means of the Coors Industries Ditch for direct use, for storage in its Jefferson Storage System, and from the alluvium tributary to Clear Creek through the Coors Underground Springs. In order to make essentially continuous diversions from Clear Creek and its tributary alluvium, Coors replaces out-of-priority depletions to Clear Creek and the South Platte River which result from Coors’ beneficial use of water diverted under the junior water rights decreed to those structures. Presently the provision of augmenting supplies to replace such depletions from out-of-priority diversions through those structures is made through operations under

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Decrees approving plans for augmentation including exchanges and changes of water rights in Consolidated Cases Nos. W-8036(75) and W-8256(76) (commonly referred to as the “Coors Augmentation I Plan”); Case No. 89CW234 (the “Coors Augmentation II Plan”); Case No. 99CW236 (the “Coors Augmentation III Plan”); and as applicable, in accordance with terms and conditions of the Decrees entered in Cases Nos. 88CW268 and 88CW272 (the “Cosmic Exchange”) and Cases Nos. 90CW64, 91CW122 and 96CW1117. Coors seeks approval to change an additional water right that Coors owns and has the right to use, the Miles and Eskins Ditch right, for the incorporation and utilization of these rights into a supplemental integrated plan for augmentation including exchange and changes of water rights. This plan will be referred to as the “Coors Augmentation IV Plan.” The Application does not waive any rights or priorities created by the Coors Augmentation I, the Coors Augmentation II, or the Coors Augmentation III Plans. 3. Jurisdiction: The Water Court has jurisdiction over the subject matter of this application pursuant to C.R.S. §§ 37-92-203 and 37-92-302. Change of Water Right. 4. Decreed water right for which change is sought: 3.61 cfs of the Miles and Eskins Ditch water right. 4.1. Name of structure: Miles and Eskins Ditch. 4.2. Date and description of original and all relevant subsequent decrees: 4.2.1. The Miles and Eskins Ditch water right was originally decreed in the District Court of the Second Judicial District of the State of Colorado, Sitting in and for Arapahoe County, “Matter of a Certain Petition for Adjudication of the Priority of Rights to the Use of Water for Irrigation in Water District No. Seven (7) in Said State,” entered October 4, 1884 (“1884 Decree”) as Priority No. 15 on Clear Creek, with an appropriation date of June 11, 1861. The amount of water originally decreed to the Miles and Eskins Ditch was 4.0 cfs for irrigation purposes. 4.2.2. There have been two decreed changes in point of diversion for the Miles and Eskins Ditch water right: 4.2.2.1. In Case No. 50043, District Court, City and County of Denver, Second Judicial District, January 3, 1911, 0.39 cfs of the water right belonging to William Lee was transferred from the headgate of the Miles and Eskins Ditch to the headgate of the Agricultural Ditch. This change left 3.61 cfs at the original point of diversion of the Miles and Eskins Ditch. 4.2.2.2. The point of diversion for the remaining 3.61 cfs of the Miles and Eskins Ditch water right, which is the subject of this Application, was changed to the headgate of the Rocky Mountain Ditch in Case No. W-7435 (Water Div. 1), January 24, 1977. 4.2.2.3. The location of the point of diversion at the Rocky Mountain Ditch is shown on the map attached as Figure 1. 4.2.3. Legal description of structure as described in most recent decree that adjudicated the location: The presently decreed point of diversion is the headgate of the Rocky Mountain Ditch located on the south side of the Croke Dam being in the NE1/4 NE1/4 NW1/4 of Section 26, T3S, R70W, of the 6th P.M., more specifically described as bearing S18°12’25”W a distance of 401.11’ from the north quarter corner of Section 26, pursuant to the W-7435 Decree. The UTM coordinates of the Rocky Mountain Ditch headgate are UTM X 483376 and UTM Y 4402024 (1). (1) Applicant obtained all UTM coordinates and WDID numbers described in this Application from the HydroBase database found at http://cdss.state.co.us/OnlineTools/Pages/ StructuresDiversions.aspx. The UTM coordinates are included in this Application at the request of the Division Engineer to facilitate administration. In the event that any UTM coordinates or WDID numbers are inaccurate, it shall not affect the rights to be adjudicated through this Application. The Rocky Mountain Ditch WDID is 0700652. 4.2.4. Decreed source of water: Clear Creek. 4.2.5. Appropriation dates and decreed amount: June 11, 1861; 4.0 cfs. The Miles and Eskins Ditch right was adjudicated as irrigation priority number 15 on Clear Creek. (The appropriation date of Clear Creek Priority No. 1 was February 25, 1860.) Because the 1884 Decree was the original adjudication of irrigation water rights in District 7, the relative priorities of the water rights decreed therein and in other original adjudications in the South Platte River basin are determined by their appropriation dates. 4.2.6. Decreed uses: Irrigation. 4.2.7. Amount of water that Applicant intends to change: Coors’s 3.61 cfs. Coors owns the 3.61 cfs of the Miles and Eskins Ditch right that was changed in Case No. W-7435, as described in paragraph 4.2.2.2. above. Coors does not own and does not seek to change the 0.39 cfs that was changed in Case No. 50043, as described in paragraph 4.2.2.1. above. 5. Detailed description of proposed change: Coors seeks to change its 3.61 cfs of the Miles and Eskins Ditch right to allow for augmentation use, exchange, and storage, for the proposed uses listed below, in addition to the currently decreed irrigation use. 5.1. Historical Use: The Miles and Eskins water right has been used for irrigation of lands in accordance with

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its decreed rights, including the Applewood Golf Course, as provided in the Decree in Case No. W-7435. The Applewood Golf Course is generally located in the NW1/4 of NE1/4 of Section 30, the SW1/4 of NE1/4 of Section 30, the SE1/4 of NW1/4 of Section 30, and the NE1/4 of NW1/4 of Section 30, all in T3S, R69W, as shown on Figure 1. 5.2. Diversion Records: A summary of historical diversion records for the Miles and Eskins Ditch right is attached as Exhibit 1. 5.3. Historical Consumptive Use: The Miles and Eskins Ditch right historically irrigated lands south and east of the original Miles and Eskins headgate location. These lands were later developed into the Applewood Golf Course, which continued to be irrigated with the Miles and Eskins Ditch right. Coors acquired the 3.61 cfs of the Miles and Eskins Ditch right in 1966 and 1968 and leased it to the Applewood Golf Course for irrigation. Coors continued to divert this water through the Miles and Eskins Ditch headgate, and then through the Rocky Mountain Ditch headgate pursuant to Case No. W-7435, and has continued to lease this water for irrigation on the Applewood Golf Course. Coors’s engineering consultant estimates that from 1974–2016, historical consumptive use averaged 164.3 af/yr. 5.4. Proposed Uses: Coors seeks to change the uses of the Miles and Eskins right to include agricultural, commercial, and mechanical purposes, including drinking water, sanitation, fire protection, cooling, manufacturing and normal urban usage, exchange, storage in the Jefferson Storage System and in ponds on the Applewood Golf Course, and augmentation use, including the rights of reuse, successive use and disposition of the fully-consumable augmented diversions of water made pursuant to the plan for augmentation described below. Use and reuse will occur primarily at the Coors Industrial Complex in the Clear Creek Basin near Golden, Colorado, consisting of lands owned by Coors, its parent company (Molson Coors Brewing Co.), and affiliated entities including MillerCoors LLC, and generally located in Sections 23, 24, 25, 26, and 27, all in T3S R70W of the 6th P.M., and Sections 19 and 29, T3S R69W of the 6th P.M., as shown on Figure 1. Use, successive use and disposition may occur at locations downstream on Clear Creek and the South Platte River, in Jefferson, Denver, Adams or Weld County, pursuant to lease by Coors and separate decree or administrative approval. These uses are collectively referred to as the “changed uses” throughout the Application. Coors may also continue to use the Miles and Eskins Ditch right for irrigation on the Applewood Golf Course, as provided in the Decree in Case No. W-7435 (Water Div. 1). Coors intends to continue diverting the changed Miles and Eskins water rights at the Rocky Mountain Ditch headgate (the currently decreed location) for the changed uses and for continued irrigation. 5.5. Proposed terms and conditions: 5.5.1. Coors’s use will not exceed the historical consumptive use of its 3.61 cfs of Miles and Eskins Ditch water right. 5.5.2. Coors will divert the Miles and Eskins Ditch right for the changed uses from March 1 through October 31. 5.5.3. Coors will replace the historical return flows from the decreed irrigation use of the Miles and Eskins Ditch water rights at locations appropriate to prevent injury, as described in paragraphs 9.22., 12 and 13. The sources of return flow replacement include the Miles and Eskins Ditch right, releases from water stored in the Jefferson Storage System as described in paragraph 9, and other sources owned by Coors that are reusable pursuant to other decrees. 5.6. No injury. The changes sought in this Application will not cause injury to other water rights. 5.7. Accounting and Operations: Coors will maintain accounting that will be submitted on a monthly basis to the Water Commissioner and the Division 1 office. Plan for Augmentation. 6. Statement of Plan for Augmentation: Coors seeks judicial approval of this augmentation plan (Coors Augmentation Plan IV), which is to be integrated with and supplemental to the Coors Augmentation I, II, and III Plans, to allow Coors to make essentially continuous diversions from Clear Creek and its tributary alluvium under its junior water rights. Whenever a call is made to increase stream flow for the benefit of senior water rights Coors, while operating under this Decree, shall either reduce its junior diversions to the extent those diversions reduce the availability of water to such senior water rights or provide replacement flows of water in substitution for its out-of-priority depletions to Clear Creek and the South Platte River that result from Coors’s diversion, storage, and beneficial use of water diverted by its augmented structures. The replacement flows Coors proposes to provide in this Augmentation Plan IV will be supplied from the senior water rights Coors owns as described in paragraph 4 above, in the manner hereinafter described. The Coors Augmentation IV Plan is set forth as follows: 7. Water Rights and Structures to be Augmented: Coors will augment out-of-priority depletions resulting from the diversion and beneficial use of water from the

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following structures described in paragraphs 8 through 10, and shown on Figure 2. 8. Coors Underground Springs: Underground Springs in Case No. W-7809(74) were decreed on April 9, 1975 with a priority date of October 31, 1974. The Underground Springs described below are decreed for domestic and lawn and garden irrigation for eight single family homes, and commercial and industrial uses, primarily for beer brewing purposes, to be withdrawn through the structures at a maximum combined rate of flow of 14.0 cfs even though the sum of the flows of all the structures individually is greater. All the below described Underground Springs are located in Jefferson County, Colorado. 8.1. Underground Spring No. 11-3271: Located in the NE1/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 1043 feet South and 3631 feet West of the NE Corner of said Section 26. Amount: 0.33 cfs (absolute) and Appropriation Date: July 12, 1961. 8.2. Underground Spring No. 12-2822-F: Located in the NEl/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 828 feet South and 3950 feet West of the NE Corner of said Section 26. Amount: 0.26 cfs (absolute) and 0.17 cfs (conditional). Appropriation Date: November 2, 1960. 8.3. Underground Spring No. 14-3952-F: Located in the NW1/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 1090 feet South and 940 feet East of the NW Corner of said Section 26. Amount: 0.45 cfs (absolute) and 0.09 cfs (conditional). Appropriation Date: March 5, 1963. 8.4. Underground Spring No. 15-2823-F: Located in the NEl/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 800 feet South and 3881 feet West of the NE Corner of said Section 26. Amount: 0.10 cfs (absolute) and 0.10 cfs (conditional). Appropriation Date: May 20, 1961. 8.5. Underground Spring No. 18-3269-F: Located in the NEl/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 616 feet South and 3911 feet West of the NE Corner of said Section 26. Amount: 0.39 cfs (absolute) and 0.08 cfs (conditional). Appropriation Date: July 12, 1961. 8.6. Underground Spring No. 19-3953: Located in the NW1/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 1100 feet South and 300 feet East of the NW Corner of said Section 26. Amount: 0.26 cfs (absolute). Appropriation Date: March 5, 1963. 8.7. Underground Spring No. 20-3302: Located in the NEl/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 896 feet South and 2858 feet West of the NE Corner of said Section 26. Amount: 0.32 cfs (absolute). Appropriation Date: August 21, 1961. 8.8. Underground Spring No. 21-3954-F: Located in the NW1/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 680 feet South and 280 feet East of the NE Corner of said Section 26. Amount: 0.46 cfs (absolute) and 0.03 cfs (conditional). Appropriation Date: March 5, 1963. 8.9. Underground Spring No. 22-3955-F: Located in the NEl/4 of NEl/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 870 feet South and 50 feet West of the NE Corner of said Section 27. Amount: 0.14 cfs (absolute) and 0.03 cfs (conditional). Appropriation Date: March 5, 1963. 8.10. Underground Spring No. 23-3956-F: Located in the NE1/4 of NE1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 1175 feet South and 172 feet West of the NE Corner of said Section 27. Amount: 0.10 cfs (absolute) and 0.02 cfs (conditional). Appropriation Date: March 5, 1963. 8.11. Underground Spring No. 28-3414-F: Located in the NEl/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 826 feet South and 2708 feet West of the NE Corner of said Section 26. Amount: 0.30 cfs (absolute) and 0.07 cfs (conditional). Appropriation Date: January 5, 1962. 8.12. Underground Spring No. 32-3270-F: Located in the NEl/4 of NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 636 feet South and 3028 feet West of the NE Corner of said Section 26. Amount: 0.48 cfs (absolute) and 0.09 cfs (conditional). Appropriation Date: December 4, 1962. 8.13. Underground Spring No. 35-3303-F: Located in the NW1/4 of NE1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 656 feet South and 2428 feet West of the NE Corner of said Section 26. Amount: 0.48 cfs (absolute) and 0.09 cfs (conditional). Appropriation Date: December 26, 1961. 8.14. Underground Spring No. 49-3475-F: Located in the NW1/4 of NE1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 70 feet South and 2553 feet West of the NE Corner of said Section 26. Amount: 0.21 cfs (absolute) and 0.04 cfs (conditional). Appropriation Date: March 30, 1962. 8.15. Underground Spring No. 55-3889-F: Located in the NW1/4 of NE1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 370 feet South and 1878 feet West of the NE Corner of said Section 26. Amount: 0.45 cfs (absolute) and 0.06 cfs (conditional). Appropriation Date: February 6, 1963. 8.16. Underground Spring No. 56-3888: Located in the NW1/4 of NE1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 267 feet South and 1400 feet West of the NE Corner of said Section 26. Amount: 0.32 cfs (absolute). Appropriation Date: January 15, 1963. 8.17.

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Underground Spring No. 57-3890: Located in the SW1/4 of SE1/4 of Section 23, T3S, R70W, of the 6th P.M., at a point 118 feet North and 1408 feet West of the SE Corner of said Section 23. Amount: 0.42 cfs (absolute). Appropriation Date: January 14, 1963. 8.18. Underground Spring No. 59-4816-F: Located in the SE1/4 of SE1/4 of Section 23, T3S, R70W, of the 6th P.M., at a point 592 feet North and 558 feet West of the SE Corner of said Section 23. Amount: 0.12 cfs (absolute) and 0.02 cfs (conditional). Appropriation Date: November 1, 1963. 8.19. Underground Spring No. 68-4364: Located in the NE1/4 of NE1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 140 feet South and 840 feet West of the NE Corner of said Section 26. Amount: 0.33 cfs (absolute). Appropriation Date: December 4, 1963. 8.20. Underground Spring No. 69-4889: Located in the SE1/4 of SE1/4 of Section 23, T3S, R70W, of the 6th P.M., at a point 210 feet North and 445 feet West of the SE Corner of said Section 23. Amount: 0.33 cfs (absolute). Appropriation Date: December 5, 1963. 8.21. Underground Spring No. 70-6156: Located in the NE1/4 of NE1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 175 feet South and 450 feet West of the NE Corner of said Section 26. Amount: 0.13 cfs (absolute). Appropriation Date: October 11, 1964. 8.22. Underground Spring No. 71-4891: Located in the SE1/4 of SE1/4 of Section 23, T3S, R70W, of the 6th P.M., at a point 352 feet North and 50 feet West of the SE Corner of said Section 23. Amount: 0.33 cfs (absolute). Appropriation Date: December 6, 1963. 8.23. Underground Spring No. 72-6157: Located in the NE1/4 of NE1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point 40 feet South and 48 feet West of the NE Corner of said Section 26. Amount: 0.24 cfs (absolute). Appropriation Date: October 8, 1964. 8.24. Underground Spring No. 73-5925-F: Located in the NW1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 630 feet South and 830 feet East of the NW Corner of said Section 25. Amount: 0.45 cfs (absolute) and 0.09 cfs (conditional). Appropriation Date: July 29, 1964. 8.25. Underground Spring No. 74-5926-F: Located in the NE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 605 feet South and 3820 feet West of the NE Corner of said Section 25. Amount: 0.54 cfs (absolute) and 0.07 cfs (conditional). Appropriation Date: July 31, 1964. 8.26. Underground Spring No. 75-6367: Located in the NW1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 510 feet South and 220 feet East of the NW Corner of said Section 25. Amount: 0.34 cfs (absolute). Appropriation Date: November 23, 1964. 8.27. Underground Spring No. 76-6368: Located in the SE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 1370 feet South and 3655 feet West of the NE Corner of said Section 25. Amount: 0.54 cfs (absolute). Appropriation Date: November 24, 1964. 8.28. Underground Spring No. 77-13721-F: Located in the NE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 800 feet South and 3335 feet West of the NE Corner of said Section 25. Amount: 0.48 cfs (absolute) and 0.06 cfs (conditional). Appropriation Date: May 6, 1968. 8.29. Underground Spring No. 78-11908-F: Located in the NE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 630 feet South and 2727 feet West of the NE Corner of said Section 25. Amount: 0.48 cfs (absolute) and 0.09 cfs (conditional). Appropriation Date: May 10, 1968. 8.30. Underground Spring No. 79-9358: Located in the NE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 1230 feet South and 2732 feet West of the NE Corner of said Section 25. Amount: 0.27 cfs (absolute). Appropriation Date: May 31, 1968. 8.31. Underground Spring No. 80-5123-F: Located in the SW1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 720 feet North and 1060 feet East of the SW Corner of said Section 27. Amount: 0.27 cfs (absolute) and 0.06 cfs (conditional). Appropriation Date: February 20, 1964. 8.32. Underground Spring No. 81-5124: Located in the SW1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 748 feet North and 982 feet East of the SW Corner of said Section 27. Amount: 0.26 cfs (absolute). Appropriation Date: February 21, 1964. 8.33. Underground Spring No. 82-5125-F: Located in the SW1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 1055 feet North and 820 feet East of the SW Corner of said Section 27. Amount: 0.26 cfs (absolute) and 0.06 cfs (conditional). Appropriation Date: April 22, 1964. 8.34. Underground Spring No. 83-5126-F: Located in the SW1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 1285 feet North and 795 feet East of the SW Corner of said Section 27. Amount: 0.11 cfs (absolute) and 0.11 cfs (conditional). Appropriation Date: April 22, 1964. 8.35. Underground Spring No. 85-4892-F: Located in the NEl/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3287 feet South and 3907 feet West of the NE Corner of said Section 27. Amount: 0.18 cfs (conditional). 8.36. Underground

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Spring No. 87-9359-F: Located in the SE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 3450 feet North and 2740 feet West of the SE Corner of said Section 25. Amount: 0.11 cfs (conditional). Appropriation Date: June 20, 1967. 8.37. Underground Spring No. 88-11910-F: Located in the SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 1092 feet North and 3190 feet West of the SE Corner of said Section 19. Amount: 0.56 cfs (absolute) and 0.11 cfs (conditional). Appropriation Date: June 20, 1967. 8.38. Underground Spring No. 89-11905-F: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 1091 feet North and 2623 feet West of the SE Corner of said Section 19. Amount: 1.34 cfs (absolute) and 0.22 cfs (conditional). Appropriation Date: August 15, 1967. 8.39. Underground Spring No. 90-13722-F: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 1100 feet North and 2095 feet West of the SE Corner of said Section 19. Amount: 0.37 cfs (absolute) and 0.08 cfs (conditional). Appropriation Date: July 15, 1969. 8.40. Underground Spring No. 91-13723-F: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 1050 feet North and 1555 feet West of the SE Corner of said Section 19. Amount: 0.61 cfs (absolute) and 0.12 cfs (conditional). Appropriation Date: July 15, 1969. 8.41. Underground Spring No. 92-11907-F: Located in the SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 485 feet North and 3780 feet West of the SE Corner of said Section 19. Amount: 0.50 cfs (absolute) and 0.04 cfs (conditional). Appropriation Date: May 26, 1967. 8.42. Underground Spring No. 93-11906: Located in the SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 475 feet North and 3180 feet West of the SE Corner of said Section 19. Amount: 0.36 cfs (absolute). Appropriation Date: July 13, 1967. 8.43. Underground Spring No. 94-11909-F: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 480 feet North and 2579 feet West of the SE Corner of said Section 19. Amount: 0.56 cfs (absolute) and 0.11 cfs (conditional). Appropriation Date: May 29, 1967. 8.44. Underground Spring No. 95-11904-F: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 300 feet North and 1978 feet West of the SE Corner of said Section 19. Amount: 0.39 cfs (absolute) and 0.06 cfs (conditional). Appropriation Date: October 18, 1967. 8.45. Underground Spring No. 96-13725-F: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 300 feet North and 1373 feet West of the SE Corner of said Section 19. Amount: 0.84 cfs (absolute) and 0.17 cfs (conditional). Appropriation Date: October 18, 1967. 8.46. Underground Spring No. 97-13727-F: Located in the SE1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 950 feet North and 795 feet West of the SE Corner of said Section 19. Amount: 0.22 cfs (absolute) and 0.04 cfs (conditional). Appropriation Date: October 13, 1969. 8.47. Underground Spring No. 98-13728-F: Located in the SE1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 975 feet North and 232 feet West of the SE Corner of said Section 19. Amount: 0.21 cfs (absolute) and 0.04 cfs (conditional). Appropriation Date: October 17, 1969. 8.48. Underground Spring No. 99-13729-F: Located in the SW1/4 of SW1/4 of Section 20, T3S, R69W, of the 6th P.M., at a point 950 feet North and 370 feet East of the SW Corner of said Section 20. Amount: 0.15 cfs (absolute) and 0.03 cfs (conditional). Appropriation Date: November 18, 1969. 8.49. Underground Spring No. 100-13724-F: Located in the SW1/4 of SW1/4 of Section 20, T3S, R69W, of the 6th P.M., at a point 710 feet North and 950 feet East of the SW Corner of said Section 20. Amount: 0.16 cfs (absolute) and 0.04 cfs (conditional). Appropriation Date: August 13, 1970. 8.50. The APCO Well #13583 (Case No. W-5976): Located in the NW1/4 NE1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 1790 feet West of the East line and 800 feet South of the North line of said Section 25. Decreed for dewatering of gravel pit and industrial purposes. Amount: 0.56 cfs (absolute). Appropriation Date: December 15, 1959. 8.51. The Pyle Well #06333 (Case No. W-5976): Located in the NW1/4 NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 1000 feet East of the West line and 680 feet South of the North line of said Section 25. Decreed for dewatering of gravel pit and industrial purposes. Amount: 0.84 cfs (absolute). Appropriation Date: October 31, 1964. 8.52. The Underground Springs in Consolidated Cases Nos. W-8036(75) and W-8256(76) described below were decreed on April 15, 1977 with an appropriation and priority date of May 30, 1976. These Springs are decreed for domestic, commercial, industrial, municipal and fire protection purposes. All the below described Underground Springs are located in Jefferson County, Colorado. 8.53. Underground Spring No. 101: Located in the NEl/4 of NW1/4 of Section 30,

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T3S, R69W, of the 6th P.M. at a point 3270 feet West of the East line and 30 feet South of the North line of said Section 30. Amount: 0.18 cfs (absolute) and 0.32 cfs (conditional). 8.54. Underground Spring No. 102: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 2620 feet West of the East line and 30 feet North of the South line of said Section 19. Amount: 0.20 cfs (absolute) and 0.55 (conditional). 8.55. Underground Spring No. 103: Located in the NE1/4 of NW1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 3770 feet West of the East line and 20 feet South of the North line of said Section 30. Amount: 0.5 cfs (absolute). 8.56. Underground Spring No. 115: Located in the SE1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 720 feet West of the East line and 460 feet North of the South line of said Section 19. Amount: 0.75 cfs (conditional). 8.57. Underground Spring No. 116: Located in the SE1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 250 feet West of the East line and 60 feet North of the South line of said Section 19. Amount: 0.75 cfs (conditional). 8.58. Underground Spring No. 117: Located in the NW1/4 of NW1/4 of Section 29, T3S, R69W, of the 6th P.M., at a point 200 feet East of the West line and 410 feet South of the North line of said Section 29. Amount: 0.75 cfs (conditional). 8.59. Underground Spring No. 118: Located in the NW1/4 of NW1/4 of Section 29, T3S, R69W, of the 6th P.M., at a point 550 feet East of the West line and 780 feet South of the North line of said Section 29. Amount: 0.75 cfs (conditional). 8.60. Underground Spring No. 120: Located in the SW1/4 of SW1/4 of Section 24, T3S, R70W, of the 6th P.M., at a point 600 feet East of the West line and 500 feet North of the South line of said Section 24. Amount: 0.5 cfs (conditional). 8.61. Underground Spring No. 121: Located in the SW1/4 of SW1/4 of Section 24, T3S, R70W, of the 6th P.M., at a point 1200 feet East of the West line and 530 feet North of the South line of said Section 24. Amount: 0.5 cfs (conditional). 8.62. Underground Spring No. 122: Located in the SE1/4 of SW1/4 of Section 24, T3S, R70W, of the 6th P.M., at a point 1810 feet East of the West line and 580 feet North of the South line of said Section 24. Amount: 0.5 cfs (conditional). 8.63. Underground Spring No. 123: Located in the SE1/4 of SW1/4 of Section 24, T3S, R70W, of the 6th P.M., at a point 2480 feet East of the West line and 620 feet North of the South line of said Section 24. Amount: 0.5 cfs (conditional). 8.64. Underground Spring No. 124: Located in the NW1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 650 feet East of the West line and 110 feet South of the North line of said Section 25. Amount: 0.5 cfs (conditional). 8.65. Underground Spring No. 125: Located in the NW1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 1280 feet East of the West line and 90 feet South of the North line of said Section 25. Amount: 0.5 cfs (conditional). 8.66. Underground Spring No. 126: Located in the NE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 1890 feet East of the West line and 110 feet South of the North line of said Section 25. Amount: 0.25 cfs (absolute) and 0.25 cfs (conditional). 8.67. Underground Spring No. 127: Located in the SE1/4 of SW1/4 of Section 24, T3S, R70W, of the 6th P.M., at a point 2500 feet East of the West line and 20 feet North of the South line of said Section 24. Amount: 0.5 cfs (conditional). 8.68. Underground Spring No. 133: Located in the NE1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3100 feet West of the East line and 2830 feet South of the North line of said Section 27. Amount: 0.3 cfs (conditional). 8.69. Underground Spring No. 134: Located in the NE1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3300 feet West of the East line and 3070 feet South of the North line of said Section 27. Amount: 0.2 cfs (conditional). 8.70. Underground Spring No. 135: Located in the NE1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3350 feet West of the East line and 2860 feet South of the North line of said Section 27. Amount: 0.2 cfs (conditional). 8.71. Underground Spring No. 136: Located in the SE1/4 of NW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3270 feet West of the East line and 2620 feet South of the North line of said Section 27. Amount: 0.2 cfs (conditional). 8.72. Underground Spring No. 1: Located in the NE1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3300 feet West of the East line and 3090 feet South of the North line of said Section 27. Amount: 0.03 cfs (absolute) and 0.27 cfs (conditional). 8.73. Underground Spring No. 2: Located in the NE1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3320 feet West of the East line and 3120 feet South of the North line of said Section 27. Amount: 0.19 cfs (absolute) and 0.61 cfs (conditional). 8.74. Underground Spring No. 5: Located in the NE1/4 of SW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3660 feet West of the East line and 3080 feet South of the North line of said Section 27. Amount:

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0.5 cfs (conditional). 8.75. Underground Spring No. 9: Located in the SE1/4 of NW1/4 of Section 27, T3S, R70W, of the 6th P.M., at a point 3050 feet West of the East line and 2380 feet South of the North line of said Section 27. Amount: 0.3 cfs (conditional). 8.76. Underground Spring No. 110: Located in the NE1/4 of NW1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 210 feet South of the North section line and 1997 feet East on the West section line of said Section 30. Capacity: 0.56 cfs. 8.76.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.77. Underground Spring No. 148: Located in the NW1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 380 feet South of the North section line and 460 feet East of the West section line of said Section 25. Capacity: 0.56 cfs. 8.77.1. Alternate point of diversion for Underground Springs Nos. 35-3303-F; 55-3889; 56-3888; 68-4364; 69-4889; 70-6156; 71-4891; 72-6157; 73-5925; 74-5926; 75-6367; 76-6368; 77-13721; 78-11908; 79-9358; 87-9359;120; 121; 122; 123; 124; 125; 126; and 127 as decreed in Case No. 90CW64. 8.78. Underground Spring No. 149: Located in the NW1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 380 feet South of the North section line and 1015 feet East of the West section line of said Section 25. Capacity: 0.56 cfs. 8.78.1. Alternate point of diversion for Underground Springs Nos. 35-3303-F; 55-3889; 56-3888; 68-4364; 69-4889; 70-6156; 71-4891; 72-6157; 73-5925; 74-5926; 75-6367; 76-6368; 77-13721; 78-11908; 79-9358; 87-9359;120; 121; 122; 123; 124; 125; 126; and 127 as decreed in Case No. 90CW64. 8.79. Underground Spring No. 150: Located in the NW1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 500 feet South of the North section line and 1315 feet East of the West section line of said Section 25. Capacity: 0.56 cfs. 8.79.1. Alternate point of diversion for Underground Springs Nos. 35-3303-F; 55-3889; 56-3888; 68-4364; 69-4889; 70-6156; 71-4891; 72-6157; 73-5925; 74-5926; 75-6367; 76-6368; 77-13721; 78-11908; 79-9358; 87-9359;120; 121; 122; 123; 124; 125; 126; and 127 as decreed in Case No. 90CW64. 8.80. Underground Spring No. 151: Located in the NE1/4 of NW1/4 of Section 25, T3S, R70W, of the 6th P.M., at a point 380 feet South of the North section line and 1695 feet East of the West section line of said Section 25. Capacity: 0.56 cfs. 8.80.1. Alternate point of diversion for Underground Springs Nos. 35-3303-F; 55-3889; 56-3888; 68-4364; 69-4889; 70-6156; 71-4891; 72-6157; 73-5925; 74-5926; 75-6367; 76-6368; 77-13721; 78-11908; 79-9358; 87-9359;120; 121; 122; 123; 124; 125; 126; and 127 as decreed in Case No. 90CW64. 8.81. Underground Spring No. 152: Located in the of SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 880 feet North of the South section line and 1605 feet East of the West section line of said Section 19. Capacity: 0.56 cfs. 8.81.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.82. Underground Spring No. 153: Located in the SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 1060 feet North of the South section line and 2460 feet East of the West section line of said Section 19. Capacity: 0.56 cfs. 8.82.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.83. Underground Spring No. 154: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 1060 feet North of the South section line and 2280 feet West of the East section line of said Section 19. Capacity: 0.56 cfs. 8.83.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.84. Underground Spring No. 155: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 1060 feet North of the South section line and 1780 feet West of the East section line of said Section 19. Capacity: 0.56 cfs. 8.84.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.85. Underground Spring No. 156: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 850

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feet North of the South section line and 1380 feet West of the East section line of said Section 19. Capacity: .56 cfs. 8.85.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.86. Underground Spring No. 157: Located in the SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 180 feet North of the South section line and 1455 feet East of the West section line of said Section 19. Capacity: 0.56 cfs. 8.86.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.87. Underground Spring No. 158: Located in the SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 470 feet North of the South section line and 1855 feet East of the West section line of said Section 19. Capacity: 0.56 cfs. 8.87.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.88. Underground Spring No. 159: Located in the SE1/4 of SW1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 470 feet North of the South section line and 2460 feet East of the West section line of said Section 19. Capacity: 0.56 cfs. 8.88.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.89. Underground Spring No. 160: Located in the SW1/4 of SE1/4 of Section 19, T3S, R69W, of the 6th P.M., at a point 450 feet North of the South section line and 1380 feet West of the East section line of said Section 19. Capacity: 0.56 cfs. 8.89.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.90. Underground Spring No. 162: Located in the NE1/4 of NW1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 172 feet South of the North section line and 2493 feet East of the West section line of said Section 30. Capacity: 0.56 cfs. 8.90.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.91. Underground Spring No. 165: Located in the NW1/4 of NE1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 485 feet South of the North section line and 2590 feet West of the East section line of said Section 30. Capacity: 0.56 cfs. 8.91.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.92. Underground Spring No. 166: Located in the NW1/4 of NE1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 485 feet South of the North section line and 2183 feet West of the East section line of said Section 30. Capacity: 0.56 cfs. 8.92.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.93. Underground Spring No. 167: Located in the NW1/4 of NE1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 485 feet South of the North section line and 1789 feet West of the East section line of said Section 30. Capacity: 0.56 cfs. 8.93.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 8.94. Underground Spring No. 168: Located in the NW1/4 of NE1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 485 feet South of the North section line and 1400 feet West of the East section line of said Section 30. Capacity: 0.56 cfs. 8.94.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No.

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90CW64. 8.95. Underground Spring No. 169: Located in the NE1/4 of NE1/4 of Section 30, T3S, R69W, of the 6th P.M., at a point 190 feet South of the North section line and 1260 feet West of the East section line of said Section 30. Capacity: 0.56 cfs. 8.95.1. Alternate point of diversion for Underground Springs Nos. 88-11910-F; 89-11905-F; 90-13722-F; 91-13723-F; 92-11907-F; 93-11906; 94-11909-F; 96-13725-F; 97-13727-F; 98-13728-F; 99-13729-F; 100-13724-F; 101; 102; 103; 115; 116; 117; and 118 as decreed in Case No. 90CW64. 9. Jefferson Storage System: The Jefferson Storage System decreed in Case No. W-152 on July 23, 1971 and in Case No. W-152-73 on April 26, 1977, as modified by Case No. 88CW206 on December 30, 1993, and made partially absolute in Case Nos. 2005CW186 and 12CW67, is a series of off channel reservoirs located near Coors’ industrial complex in the Clear Creek Basin near Golden, Colorado, which are filled with water diverted from Clear Creek through ditches located downstream from the point of diversion of the Church Ditch pursuant to said storage decrees and pursuant to the Coors Augmentation I, II and III Plans, and will store water pursuant to the augmentation plan applied for herein. Coors owns or otherwise has legal access and right to use the structures and lands associated with the Jefferson Storage System as described in this subparagraph. The decreed uses are for: irrigation, domestic, mechanical, manufacturing, generation of power, power generally, fire protection, sewage treatment, street sprinkling, watering of parks, trees, lawns and grounds, recreation, golf club, storage reserves, replacement, adjustments and regulation of the Jefferson Storage System with other uses, and ground water storage and recharge, and water exchange. Below are the names of structures, decreed locations of reservoirs, points of diversion of ditches used to fill the off-channel Reservoirs, amounts, source, and appropriation dates for the reservoirs to be used in this augmentation plan. 9.1. Clinton Reservoir (From W-152): Said reservoir is located in the SE1/4 of the SW1/4 of Section 24 and in the NE1/4 of the NW1/4 of Section 25, T3S, R70W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion: From the right bank of Clear Creek at a point whence the SW Corner of Section 24, T3S, R70W, of the 6th P.M., bears South 0° East, 700 feet. Amount: 1100 acre-feet (conditional). Source: Clear Creek. Appropriation date: October, 1965. 9.2. Crawford Reservoir (From W-152): Said reservoir is located in the SW1/4 of the SW1/4 of Section 24 and in the NW1/4 of the NW1/4 of Section 25, T3S, R70W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion of the structure used to fill the Reservoir: From the right bank of Clear Creek at a point whence the SW Corner of Section 24, T3S, R70W, of the 6th P.M., bears South 0° West, 700 feet. Amount: 1000 acre-feet (conditional). Source: Clear Creek. Appropriation date: October, 1965. 9.3. Wanemaker (Wannamaker) Reservoir (From W-152): Said reservoir is located in the SE1/4 of the SE1/4 of Section 23 and in the NE1/4 of the NE1/4 of Section 26, T3S, R70W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion of the structure used to fill the Reservoir: From the right bank of Clear Creek at a point whence the SE Corner of Section 23, T3S, R70W, of the 6th P.M., bears North 90° East, 1,300 feet. Amount: 530 acre-feet (conditional). Source: Clear Creek. Appropriation date: October, 1965. 9.4. Hawley Reservoir (From W-152): Said reservoir is located in the E1/2 of the NW1/4 of Section 30, T3S, R69W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion of the structure used to fill the Reservoir: From the right bank of Clear Creek at a point whence the SW Corner of Section 19, T3S, R69W, of the 6th P.M., bears South 0° West, 1,100 feet. Amount: 570 acre-feet (conditional). Source: Clear Creek. Appropriation date: May 27, 1966. 9.5. Lee Reservoir (From W-152): Said reservoir is located in the W1/2 of the NE1/4 of Section 30, T3S, R69W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion of the structure used to fill the Reservoir: From the right bank of Clear Creek at a point whence the SW Corner of Section 19, T3S, R69W, of the 6th P.M., bears South 0° West, 1,100 feet. Amount: 310 acre-feet (conditional). Source: Clear Creek. Appropriation date: May 27, 1966. 9.6. Summers Reservoir (From W-152): Said reservoir is located in the SE1/4 of the SW1/4 of Section 19, and in the NE1/4 of the NW1/4 of Section 30, T3S, R69W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion of the structure used to fill the Reservoir: From the right bank of Clear Creek at a point whence the SW Corner of Section 19, T3S, R69W, of the 6th P.M., bears South 0° West, 1,100 feet. Amount: 700 acre-feet (conditional). Source: Clear Creek. Appropriation date: October, 1965. 9.7. Eskins Reservoir (From W-152): Said reservoir is located in the SW1/4 of the SE1/4 of Section 19, and in the NW1/4 of the NE1/4 of Section 30, T3S, R69W, of the 6th P.M., in Jefferson County, Colorado. Point of

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diversion of the structure used to fill the Reservoir: From the right bank of Clear Creek at a point whence the S1/4 Corner of Section 19, T3S, R69W, of the 6th P.M., bears South 0° East, 1,300 feet. Amount: 1500 acre-feet (conditional). Source: Clear Creek. Appropriation date: October, 1965. 9.8. Pearson Reservoir No. 1 (a/k/a Lake B-5; from W-152): Said reservoir is located in the NE1/4 of the NE1/4 of Section 30 in the SE1/4 of the SE1/4 of Section 19, T3S, R69W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion of the structure used to fill the Reservoir: From the Pearson Ditch at a point whence the corner common to Sections 19, 20, 29 and 30, T3S, R69W, of the 6th P.M., bears North 77° East, 1310 feet, in the amount of 101 acre-feet with an appropriation date of October 1, 1965. Amount: 101 acre-feet (39.3 acre-feet absolute, 61.7 acre-feet conditional). Source: Clear Creek. Appropriation date: October 1, 1965. 9.9. Pearson Reservoir No. 1 Enlargement (From W-152): Said reservoir is located in the SE1/4 of the SE1/4 of Section 19 and in the NE1/4 of the NE1/4 of Section 30 and in the NW1/4 of the NW1/4 of Section 29, T3S, R69W, of the 6th P.M., in Jefferson County, Colorado. Point of diversion of the structure used to fill the Reservoir: From the right bank of Clear Creek at a point whence the SW Corner of Section 19, T3S, R69W, of the 6th P.M., bears South 64° West, 2800 feet. Amount: 700 acre-feet (conditional). Source: Clear Creek. Appropriation date: January 16, 1968. 9.10. B-2 Lake (From 88CW206): Said Lake is located on a parcel of land in the SW 1/4 of Section 24, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado. Point of diversion of the structure used to fill the Reservoir: On the left bank of Clear Creek at a point whence the NE Corner of Section 27, T3S, R70W, of the 6th P.M., bears N 38°17.5' E, 2099.64 feet (more commonly known as the headgate of the Wannamaker Ditch). Source: Clear Creek. Amount: 300 acre-feet (absolute). Appropriation date: October, 1965 (Duke's Lake Reservoir). 9.11. B-3 Lake (From 88CW206): Said Lake is located on a parcel of land in the NW 1/4 of Section 30 and in the SW 1/4 of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado. Points of diversions of the structure used to fill the Reservoir: 9.11.1. On the right bank of Clear Creek at a point whence the South 1/4 Corner of Section 24, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, bears S 0° E., 900 feet. 9.11.2. On the right bank of Clear Creek at a point whence the SE Corner of Section 24, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, bears S 60° E., 1900 feet. 9.11.3. On the South side of Clear Creek which is on the South side of the diversion dam common to the Croke Canal and the Rocky Mountain Ditch in the NE1/4 NE1/4 NW1/4 of Section 26, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, and which bears South 18°12' 25" West a distance of 401.11 feet from the North 1/4 corner of said Section 26. 9.11.4. On the Miles & Eskins Drainage, Seepage and Waste Water Ditch at a point whence the NW Corner of Section 30, T3S, R69W., of the 6th P.M., Jefferson County, State of Colorado, bears N 18°46' West 1621 feet. Source: Clear Creek. Amounts and Appropriation Dates: 156 acre feet, May 13, 1941 (absolute); 1094 acre feet, March 22, 1968 (absolute); 250 acre feet, October 1965 (absolute). 9.12. B-4 Lake (From 88CW206): Located on a parcel of land in the NE 1/4 of Section 25, and the SE 1/4 of Section 24, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, and more particularly described as follows: Commencing at the Northeast corner of said Section 25 which point is also the Point of Beginning; thence S 00°09'02" W along the East line of said Section 25 for a distance of 2294.00 feet; thence N 87°57'37" W for a distance of 2618.35 feet to the Easterly right-of-way of McIntyre Street; thence N 00°01'20" E along said right-of-way for a distance of 2065.10 feet; thence S 89°43'46" E for a distance of 920.81 feet; thence N 56°12'36" E for a distance of 1379.95 feet; thence N 79°51'11" E for a distance of 563.94 feet to the East line of the Southeast 1/4 of said Section 24; thence S 00°04'01" W along said line for a distance of 726.75 feet to the Point of Beginning, containing 147.26 acres more or less. Points of diversions of the structure used to fill the Reservoir: 9.12.1. On the right bank of Clear Creek at a point whence the South 1/4 Corner of Section 24, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, bears S 0° E., 900 feet. 9.12.2. On the right bank of Clear Creek at a point whence the SE Corner of Section 24, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, bears S. 60° E., 1900 feet. 9.12.3. On the South side of Clear Creek which is on the South side of the diversion dam common to the Croke Canal and the Rocky Mountain Ditch in the NE1/4 NE1/4 NW1/4 of Section 26, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, and which bears South 18°12'25" West a distance of 401.11 feet from the North 1/4 corner of said Section 26. 9.12.4. On the

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Miles & Eskins Drainage, Seepage and Waste Water Ditch at a point whence the NW Corner of Section 30, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, bears N 18°46' West 1621 feet. Source: Clear Creek. Amounts and Appropriation Dates: 938.0 acre feet, March 22, 1968 (absolute) (Blue Lake Enl.); 68.0 acre feet, March 22, 1968 (conditional) (Blue Lake Enl.); 250 acre feet, October, 1965 (absolute) (Thuet-Mauz); 840 acre feet, October, 1965 (absolute) (Killian-Mauz); 1200 acre feet, March 22, 1968 (conditional) (Lewis); and 720 acre feet, March 22, 1968 (conditional) (Sanderson). 9.13. B-5 East Lake (From 88CW206): Located on a parcel of land in the SW 1/4 of Section 20, and in the NW1/4 of Section 29, and in the NE1/4 of Section 30, and in the SE1/4 of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, and more particularly described as follows: Beginning at the Northeast corner of said parcel from whence the Southwest corner of said Section bears S 44°54'15" W for a distance of 1411.34 feet; thence S 00°29'44" E along the Westerly right-of-way of Colorado Interstate 70 for a distance of 1587.97 feet; thence S 41°42'18" W to a point on the Northeasterly right-of-way of the Denver Water Board for a distance of 354.31 feet; thence N 48°17'42" W along the Northeasterly right-of-way for a distance of 2671.15 feet; thence S 89°53'13" E for a distance of 333.32 feet; thence N 65°11'47" E for a distance of 177.70 feet; thence S 89°26'41" E to the East line of the Southeast 1/4 of the Southeast 1/4 of said Section 19 for a distance of 731.27 feet; thence N 89°31'56" E for a distance of 990.00 feet to the Point of Beginning, containing 52.28 acres more or less. Points of diversions of the structure used to fill the Reservoir: 9.13.1. On the right bank of Clear Creek at a point whence the SW Corner of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, bears S 64° W., 2800 feet. 9.13.2. On the Pearson Ditch at a point whence the corner common to Sections 19, 20, 29, and 30, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, bears N 77°E, 1310 feet. Source: Clear Creek. Amounts and Appropriation Dates: 105 acre feet, October 1, 1965 (conditional); 530 acre feet, January 16, 1968 (conditional); 420 acre feet, January 1, 1968 (conditional); and 200 acre feet, May 27, 1966 (conditional). 9.14. B-6 Lake (From 88CW206): Located on a parcel of land in the NE1/4 and the SE1/4 of Section 23, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, and more particularly described as follows: 9.14.1. Beginning at a point on the Southeasterly corner of said parcel and the Northerly right-of-way of the Burlington Northern Railroad from whence the East quarter corner of said Section 23 bears N 08°03'04" E for a distance of 947.43 feet; thence S 59°44'42" W along said Northerly railroad right-of-way for a distance of 1044.52 feet to a point of intersection of the Northerly right-of-way of West 44th Avenue; thence S 73°54'56" W along said right-of-way for a distance of 177.45 feet to the intersection on the Easterly right-of-way of Salvia Street; thence N 01°51'49" E for a distance of 243.86 feet to a point of intersection on the Southeasterly right-of-way of the Farmers Highline Canal; thence N 42°32'36" E along said Canal-for a distance of 69.81 feet to a point of curve; thence on a curve to the left which curve has a central angle of 81°56'00" a radius of 408.20 and an arc length of 134.86 feet to a point of tangent; thence N 23°36'37" E along said Canal right-of-way for a distance of 347.63 feet to a point of curve to the left which curve has a central angle of 19°30'40" a radius of 360.66 feet and an arc length of 122.79 feet to a point of tangent; thence N 04°05'57" E along said Canal right-of-way for a distance of 344.40 feet to a point of curve to the right which curve has a central angle of 05°02'00" a radius of 1067.53 feet and an arc length of 93.75 feet to a point of tangent; thence N 09°07'56" E along said Canal right-of-way for a distance of 231.32 feet to a point of curve which curve has a central angle of 24°11'37" a radius of 316.61 feet and an arc length of 133.67 feet to a point of tangent; thence N 33°19'34" E along said Canal right-of-way for a distance of 164.26 feet to a point of curve which curve has a central angle of 14°49'45" a radius of 316.07 feet and an arc length of 81.79 feet to the point of tangent; thence N 48°09'19" E along said Canal right-of-way for a distance of 517.59 feet; thence S 27°26'14" E for a distance of 623.40 feet; thence S 00°00'00" E for a distance of 964.32 feet to the Point of Beginning, containing 34.48 acres more or less. Point of diversion of the structure used to fill the Reservoir: Through the Wannamaker Ditch at a point on the North bank of Clear Creek in the NE1/4 of Section 27, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, whence the NE Corner of said Section 27, bears N. 38°17.5' East, 2099.64 feet. Source: Clear Creek. Amount: 700 acre-feet (absolute)). Appropriation date: October, 1965 (Summers Reservoir). 9.15. B-7 Lake (From 88CW206). Located on a parcel of land in the SW1/4 of Section 24 and in the SE1/4 of

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Section 23, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, and more particularly described as follows: 9.15.1. Beginning at the Northwesterly corner of said parcel which is on the Southerly right-of-way of 44th Avenue, from whence the Southeast corner of said Section 23 bears S 14°28'29" E a distance of 1418.70 feet; thence S 28°21'00" E for a distance of 225.71 feet to a point on the Northerly right-of-way of the Croke Canal to a point of curve to the right which curve has a central angle of 05°17'53" a radius of 974.12 feet and an arc length of 90.08 feet to a point of reverse curve to the left which curve has a central angle of 06°15'17" a radius of 1392.30 feet and an arc length of 147.94 feet to a point on the East line of said Section 23; thence N 02°51'17" W for a distance of 10.00 feet to a point of curve to the left which curve has a central angle of 03°54'43" a radius of 1382.37 feet and an arc length of 94.38 feet to a point of compound curve to the left which curve has a central angle of 15°45'00" a radius of 768.45 feet and an arc length of 211.24 feet to a point of reverse curve; thence continuing along said Canal right-of-way on said reverse curve to the right which curve has a central angle of 11°40'00" a radius of 909.42 feet and an arc length of 185.18 feet to a point of tangent; thence continuing on said Canal right-of-way N 79°09'00" E for a distance of 545.77 feet to a point of curve to the left which curve has a central angle of 46°30'24" a radius of 514.36 feet and an arc length of 417.50 feet to a point of tangent; thence N 32°38'36" E for a distance of 718.13 to a point on the Southerly right-of-way of West 44th Avenue; thence along said 44th Avenue right-of-way S 69°45'00" W for a distance of 772.28 feet; thence continuing on said right-of-way N 20°15'00" W for a distance of 20.00 feet; thence S 69°45'00" W for a distance of 355.03 feet to the Easterly property line of Public Service Company property; thence along said property S 20°15'00" E for a distance of 259.72 feet; thence continuing along said property S 69°45'00" W for a distance of 294.26 feet; thence continuing along said property N 27°25'00" W for a distance of 261.76 feet to the Southerly right-of-way of West 44th Avenue; thence along said right-of-way S 69°45'00" W for a distance of 308.56 feet; thence continuing along said right-of-way S 38°14'36" E for a distance of 27.46 feet to a point of curve to the left which curve has a central angle of 04°58'00" a radius of 1919.57 feet and an arc length of 166.41 feet to a point of tangent; thence continuing along said right-of-way S 59°44'00" W for a distance of 344.28 feet to the Point of Beginning, containing 18.25 acres more or less. Point of diversion of the structure used to fill the Reservoir: Through the Wannamaker Ditch at a point on the North bank of Clear Creek in the NE1/4 of Section 27, T3S, R70W, of the 6th P.M., Jefferson County, State of Colorado, whence the NE Corner of said Section 27, bears N. 38°17.5' East, 2099.64 feet. Source: Clear Creek. Amount: 280 acre-feet (absolute) and 220 acre-feet (conditional). Appropriation date: October, 1965 (Summers Reservoir). 9.16. B-9 Lake: Decreed in Case No. 88CW206 as an alternate place of storage for the Frost Reservoir and Waldorf Reservoir Rights decreed in Case No. W-152. Location: Located on a parcel in the N1/2 SE1/4 of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, lying South of Highway 58; East of the Denver Water Board R.O.W.; and North of Clear Creek. Points of Diversions of the structure used to fill the Reservoir: 9.16.1. On the North side of Clear Creek in the NW1/4 SE1/4 of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, at a point which is approximately 1700 feet from the East section line and 1400 feet from the South section line of said Section 19. 9.16.2. Through the Slough Ditch at a point on the North bank of Clear Creek in the NW1/4 SE1/4 of Section 19, T3S, R69W, of 6th P.M., Jefferson County, State of Colorado, at a point which is approximately 2400 feet from the East section line and 1320 feet from the South section line of said Section 19. 9.16.3. Through the Reno and Juchem Ditch at a point on the North bank of Clear Creek in the SE1/4 SW1/4 of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, at a point approximately 1320 feet from the West section line and 1250 feet from the South section line of said Section 19. Source: Clear Creek. Amount: Up to 400 acre feet each from the Frost Reservoir and Waldorf Reservoir rights as an alternate place of storage under Case No. 88CW206. Appropriation date: October 28, 1965. 9.17. West Lake (From 88CW206): Located on a parcel of land in the South 1/2 of Section 20 and the North 1/2 of Section 30, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, and more particularly described as follows: 9.17.1. Beginning at a point whence the South quarter corner of said Section 20 bears S 66°33'50" E for a distance of 269.53 feet; thence S 64°29'14" W for a distance of 616.53 feet to a point on the Wheat Ridge Greenbelt Lease Line; thence N 00°51'09" W along said Lease Line for a distance of

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1741.97 feet; thence N 77°15'36" E for a distance of 48.75 feet; thence N 64°33'16" E for a distance of 75.03 feet; thence N 61°42'11"E for a distance of 231.53 feet; thence N 66°11'47" E for a distance of 170.34 feet; thence N 68°16'03" E for a distance of 81.95 feet; thence N 75°41'01" E for a distance of 106.98 feet; thence N 81°43'17"E for a distance of 133.28 feet; thence N 89°17'40" E for a distance of 121.73 feet; thence S 81°21'39"E for a distance of 238.19 feet; thence along a curve to the right which curve has a central angle of 75°10'02", a radius of 193.61 feet and an arc length of 254.00 feet to a point of tangent; thence S 01°22'40"W for a distance of 47.08 feet; thence N 85°19'46"E for a distance of 286.64 feet; thence S 71°20'44" E for a distance of 32.45 feet; thence S 87°08'26" E for a distance of 34.66 feet; thence N 89°01'29"E for a distance of 131.24 feet; thence N 83°04'26" E for a distance of 84.59 feet; thence S 85°03'23" E for a distance of 105.15 feet; thence S 76°32'17" E for a distance of 147.73 feet; thence S 70°37'40"E for a distance of 27.85 feet; thence S 48°02'50"E for a distance of 22.33 feet; thence S 27°44'13" E for a distance of 43.26 feet to the East line of the West 1/2 of the Southeast 1/4 of said Section 20; thence S 00°07'43"E along said Section line for a distance of 611.14 feet; thence S 84°54'43"W for a distance of 35.00 feet to a point on the Wheat Ridge Greenbelt Lease Line; thence S 43°29'10"W along said Lease Line for a distance of 358.76 feet; thence S 86°27'46" W for a distance of 558.63 feet; thence S 68°07'07" W for a distance of 618.11 feet; thence S 68°07'06" W for a distance of 87.22 feet; thence S 58°51'52" W for a distance of 193.77 feet; thence S 00°04'29"W for a distance of 180.00 feet to the Point of Beginning, containing 64.06 acres more or less. Point of diversion of the structure used to fill the Reservoir: At a point on the South side of Clear Creek in the SW1/4 of Section 20, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, whence the South quarter corner of said Section 20, bears S. 1° E., 1920 feet. Source: Clear Creek. Amount: 400 acre-feet (conditional). Appropriation date: January 16, 1968 (Pearson Res. No. 1 Enlargement). 9.18. Bass Lake (From 88CW206): Located on a parcel of land in the South 1/2 of Section 20 and the North 1/2 of Section 30, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, and more particularly described as follows: 9.18.1. Beginning at a point whence the South quarter corner of said Section 20 bears S 66°33'50" E for a distance of 269.53 feet; thence S 64°29'14" W for a distance of 616.53 feet to a point on the Wheat Ridge Greenbelt Lease Line; thence N 00°51'09" W along said Lease Line for a distance of 1741.97 feet; thence N 77°15'36" E for a distance of 48.75 feet; thence N 64°33'16" E for a distance of 75.03 feet; thence N 61°42'11"E for a distance of 231.53 feet; thence N 66°11'47" E for a distance of 170.34 feet; thence N 68°16'03" E for a distance of 81.95 feet; thence N 75°41'01" E for a distance of 106.98 feet; thence N 81°43'17"E for a distance of 133.28 feet; thence N 89°17'40" E for a distance of 121.73 feet; thence S 81°21'39"E for a distance of 238.19 feet; thence along a curve to the right which curve has a central angle of 75°10'02", a radius of 193.61 feet and an arc length of 254.00 feet to a point of tangent; thence S 01°22'40"W for a distance of 47.08 feet; thence N 85°19'46"E for a distance of 286.64 feet; thence S 71°20'44" E for a distance of 32.45 feet; thence S 87°08'26" E for a distance of 34.66 feet; thence N 89°01'29"E for a distance of 131.24 feet; thence N 83°04'26" E for a distance of 84.59 feet; thence S 85°03'23" E for a distance of 105.15 feet; thence S 76°32'17" E for a distance of 147.73 feet; thence S 70°37'40"E for a distance of 27.85 feet; thence S 48°02'50"E for a distance of 22.33 feet; thence S 27°44'13" E for a distance of 43.26 feet to the East line of the West 1/2 of the Southeast 1/4 of said Section 20; thence S 00°07'43"E along said Section line for a distance of 611.14 feet; thence S 84°54'43"W for a distance of 35.00 feet to a point on the Wheat Ridge Greenbelt Lease Line; thence S 43°29'10"W along said Lease Line for a distance of 358.76 feet; thence S 86°27'46" W for a distance of 558.63 feet; thence S 68°07'07" W for a distance of 618.11 feet; thence S 68°07'06" W for a distance of 87.22 feet; thence S 58°51'52" W for a distance of 193.77 feet; thence S 00°04'29"W for a distance of 180.00 feet to the Point of Beginning, containing 64.06 acres more or less. Point of diversion of the structure used to fill the Reservoir: At a point on the South side of Clear Creek in the SE1/4 of Section 20, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, whence the South quarter corner of said Section 20, bears S. 30°W., 1880 feet. Source: Clear Creek. Amount: 100 acre-feet (conditional). Appropriation date: May 27, 1966 (Lee Reservoir). 9.19. Tabor Lake (From 88CW206). Located on a parcel of land in the East 1/2 of Section 20, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, and more particularly described as follows: 9.19.1. Beginning at a point on the East-West

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Center Line of said Section 20 from whence the East quarter corner of said Section 20 bears N 89°37'13" E for a distance of 836.84 feet; thence S 00°10'30" E for a distance of 132.00 feet; thence N 89°21'26"E for a distance of 165.00 feet; thence S 00°01'30"E for a distance of 803.67 feet; thence N 84°49'19" W for a distance of 1432.87 feet; thence N 00°02'08" W for a distance of 790.37 feet; thence N 89°21'26" E for a distance of 306.90 feet; thence N 00°02'40" W for a distance of 238.36 feet; thence N 89°38'20" E for a distance of 325.18 feet; thence N 00°06'13" W for a distance of 58.89 feet; thence N 89°21'26"E for a distance of 469.74 feet; thence S 00°09'28" E for a distance of 295.65 feet; thence N 89°21'25" E for a distance of 157.38 feet to the Point of Beginning, containing 26 acres more or less. Point of diversion of the structure used to fill the Reservoir: Through the Slough ditch at a point on the North side of Clear Creek in the NW1/4 SE1/4 of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, at a point which is approximately 2400 feet from the East section line and 1320 feet from the South section line of said Section 19. Source: Clear Creek. Amount: 500 acre-feet (conditional). Appropriation date: October, 1965 (Eskins Reservoir). 9.20. Prospect Park Lake (From 88CW206). Located on a parcel of land in the West 1/2 of Section 21, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado and more particularly described as follows: 9.20.1. Beginning at the Southwest corner of said parcel which point is on the West Line of the Southwest 1/4 of said Section 21 from whence the West quarter corner of said Section bears N 00°13'17" W for a distance of 666.42 feet; thence continuing along said West line of the Northwest 1/4 of said Section 21 for a distance of 213.93 feet; thence N 89°19'08" E for a distance of 821.7 feet; thence S 00°20'57" E for a distance of 881.80 feet; thence S 89°25'14" W for a distance of 823.61 feet to the Point of Beginning, containing 10 acres more or less. Point of diversion of the structure used to fill the Reservoir: Through the Slough ditch at a point on the North side of Clear Creek in the NW1/4 SE1/4 of Section 19, T3S, R69W, of the 6th P.M., Jefferson County, State of Colorado, at a point which is approximately 2400 feet from the East section line and 1320 feet from the South section line of said Section 19. Source: Clear Creek. Amount: 100 acre-feet (conditional). Appropriation date: October, 1965 (Summers Reservoir). 9.21. West Gravel Lakes: Decreed in Case No. 88CW206 as an alternate place of storage for the Frost Reservoir and Waldorf Reservoir Rights decreed in Case No. W-152. 9.21.1. These facilities are owned by City of Thornton. Coors may not store water in these facilities from the Frost Reservoir and Waldorf Reservoir conditional water storage rights without Thornton's prior approval. 9.21.2. Location: Located just West of the South Platte River about 1/2 mile East of the intersection of East 80th Avenue and North York Street in Thornton, Colorado; in Sections 25 and 36, T2S, R68W, of the 6th P.M., Adams County, Colorado. 9.21.3. Point of diversion of the structure used to fill the Reservoir: Lower Clear Creek Ditch, which point of diversion is located on the North bank of Clear Creek at a point 1400 feet West and 1200 feet North of the SE corner of Section 4, T3S, R68W, of the 6th P. M., Adams County, Colorado. Source: Clear Creek. Amount: Up to 400 acre feet each from the Frost Reservoir and Waldorf Reservoir rights as changed to alternate places of storage in Case No. 88CW206. Appropriation date: October 28, 1965. 9.21.4. Except insofar as this Application provides for augmentation of Coors storage in the West Gravel Lakes, nothing in this Application is intended to increase, alter or amend any rights and obligations of Coors regarding the use of such facilities pursuant to the Decree in Case No. 88CW206 and the Clear Creek Water Quality Settlement Agreement dated May 23, 1988. Coors is also a party to a certain agreement dated October 11, 1990, with the Lower Clear Creek Ditch Company and the Colorado Agricultural Ditch Company, recorded on November 15, 1990 at Book 3728, Page 114, Reception No. B0974635, at the Adams County Clerk and Recorder, regarding carriage of water in the ditch owned by said companies (the “Carriage Agreement”). Nothing in this Application is intended to, nor shall it be interpreted to, expand, contract, modify or in any way revise the rights and/or obligations of the parties to said Carriage Agreement. 9.22. The outfall locations for the Jefferson Storage System are as follows, and are shown on Figure 2: 9.22.1. Augmentation Station No. 1, through which water stored in Jefferson Storage System reservoirs is delivered to Clear Creek at a point on the South bank of Clear Creek in the NW1/4 NW1/4 SW1/4 SW1/4 of Section 19, T3S, R69W of the 6th P.M. 9.22.2. Northern Jefferson Storage Outfall, located in the SE1/4 SW1/4 of Section 24, T3S, R70W of the 6th P.M. 9.22.3. Prospect Park Lake Outlet, located in the NW1/4 SW1/4 of Section 21, T3S, R69W of the 6th P.M. 10. Coors

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Industries Ditch. Originally decreed in Case No. W-224 as amended by Case No. W-7585. Point of diversion is located on the Southern bank of Clear Creek at a point which is South 25°6'12" East, 1525.92 feet from the NW Corner of the SW1/4 of Section 27, T3S, R70W, of the 6th P.M., Jefferson County, Colorado. Source: Clear Creek. Uses: domestic, agricultural, and mechanical purposes, including drinking water, sanitation, fire protection, cooling, manufacturing, and normal urban usage, including operating, detention and surging purposes. Rate: 157.31 cfs (absolute). Augmented diversions will be made at the following alternate points of diversion for the Coors Industries Ditch as decreed in Case No. W-7585: 10.1. The Wannamaker Ditch: Point of diversion located in the NEl/4 of Section 27, T3S, R70W, of the 6th P.M., at a point on the North bank of Clear Creek whence the NE corner of Section 27, T3S, R70W, of the 6th P.M., bears North 38°17.5' East, 2099.64 feet, Jefferson County, Colorado. 10.2. The Rocky Mountain Ditch: Point of diversion located on the South side of the Croke Dam in the NEl/4 NEl/4 NW1/4 of Section 26, T3S, R70W, of the 6th P.M., at a point on the South side of Clear Creek which bears South 18°12'25" West, a distance of 401.11 feet from the North 1/4 corner of said Section 26, Jefferson County, Colorado. 10.3. Coors Industries Ditch Alternate Point of Diversion #3: Point of diversion at a headgate in SE1/4 of Section 24, T3S, R70W, of the 6th P.M., located at a point on the South bank of Clear Creek whence the South 1/4 corner of Section 24, T3S, R70W, of the 6th P.M., bears South 47°51'47" West, a distance of 1375.04 feet, Jefferson County, Colorado. 11. Water rights to be used for augmentation and exchange: The Miles and Eskins Ditch water right, as described in paragraphs 4 and 5, above. The historical consumptive use of Coors’s Miles and Eskins right may be delivered to the stream as replacement flow through an augmentation station to allow otherwise out-of-priority diversion of Coors’s junior water rights described in paragraphs 8 through 10, above. It may also be stored in the structures in the Jefferson Storage System identified in paragraph 9. 12. Replacement Locations. Water produced or divertible in the exercise of Coors’s Miles and Eskins Ditch water right, as changed pursuant to this Application, will be diverted from Clear Creek at the decreed locations described in paragraph 4 above and returned to Clear Creek through the following structures, shown on Figure 2: 12.1. Augmentation Station No. 3 (a/k/a Rocky Mountain Augmentation Station), through which water from the Rocky Mountain Ditch is delivered to Clear Creek at a point on the south bank of Clear Creek in the NE1/4 SW1/4 SE1/4 SE1/4 of Section 23, T3S, R70W of the 6th P.M; and 12.2. The Sewage Disposal Plant Outfall, described in paragraph 13.1.1. 13. Description of points of return from augmented structures. Waters made available under this Application may also be delivered to the Clear Creek-South Platte stream system at points of return flow from use of augmented structures, at the following locations, as shown on Figure 2: 13.1. To Clear Creek: 13.1.1. Sewage Disposal Plant Outfall: At a point on the North bank of Clear Creek in Sec. 24, T3S, R70W, of the 6th P.M., in Jefferson County, Colorado. (Totalizing flow meter). 13.1.2. Water Treatment Plant Backwash: At a point on the South bank of Clear Creek in Sec. 24, T3S, R70W, of the 6th P.M., in Jefferson County, Colorado, more particularly described as lying N 23°24'49" W, 1112.61 feet from the SE corner of said Sec. 24. (Totalizing flow meter). 13.2. To the South Platte River. The outfall of the Metropolitan Denver Sewage Disposal plant on the East Bank of the South Platte River, in Sec. 1, T3S, R68W, of the 6th P.M., approximately 6700 feet upstream from the confluence of Clear Creek and the South Platte River. 14. Measurements and calculations of return flow. Because Coors not only measures the rate of flow of its diversions, but also the rate of return flow from its uses, the amount of the depletions resulting from those uses can be identified continuously and with a reasonable degree of accuracy by simply subtracting the measured return flows from the measured diversions; the remainder becomes the measure of the amount of depletion, if any, Coors must replace to avoid injury to such water rights as would otherwise be entitled to the water Coors stores or consumes. 15. Operation and Administration of Plan for Augmentation: 15.1. Operational Plan: Whenever Coors receives notice of a call for water for the benefit of a senior water right, Coors, if it elects not to reduce its junior diversions, shall replace its out-of-priority depletions. Coors shall provide such replacement flows in substitution for its out-of-priority depletions at a rate of flow to be determined pursuant to this augmentation plan and at a location or locations on Clear Creek or the South Platte River, or both, upstream from the senior water right for which the call shall have been made. Once Coors provides sufficient replacement water to the stream to fully replace depletions from its out-of-priority

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diversions, such diversions are fully consumable and may be reused by Coors at the Coors Industrial Complex or, at Coors’s discretion, successively used and disposed of by agreement to other water users at locations downstream from the location of Coors’s effluent returns on Clear Creek or the South Platte River in Jefferson County, Adams County, and Weld County, or by exchange to the Farmers High Line Canal or the Rocky Mountain Ditch, for any beneficial uses allowed pursuant to this plan for augmentation, subject only to approval of any augmentation plan or substitute water supply plan that is needed for such other parties’ use. 15.2. Administration of plan for augmentation: Coors will maintain such records and make such measurements of water as may be reasonably required by the Division Engineer. 16. Names and addresses of owners or reputed owners of the land upon which any new diversion or storage structure or modification to any existing diversion or storage structure is or will be constructed, or upon which water will be stored: The structures described above are located on land owned by Coors Brewing Company and/or its corporate affiliates, including Rocky Mountain Water Company and MillerCoors LLC, except the following: 16.1. West Lake, Bass Lake, Tabor Lake, and Prospect Park Lake: City of Wheat Ridge, 7500 W 29th Ave Wheat Ridge, Colorado 80215. 16.2. West Lake: Casey Investments I LLC, 6557 Bear Ridge Way Golden, Colorado 80403. 16.3. West Gravel Lakes: City of Thornton, 9500 Civic Center Dr. Thornton, Colorado 80229. 16.4. Hawley Reservoir, Lee Reservoir, and part of Summers Reservoir and Eskins Reservoir: Prospect Recreation & Park District, 4198 Xenon St Wheat Ridge, Colorado 80033. 16.5. B-5 East Lake: Evergreen Clear Creek Crossing LLC, 200 N Maryland Ave 201, Glendale, California 91206. 16.6. Farmers High Line Canal is owned by the Farmers High Line Canal & Reservoir Company, 25 South 4th Avenue, Brighton, CO 80601. Its diversion point is on land owned by MillerCoors LLC. Exchange. 17. Appropriative Right of Exchange: 17.1. Name of Exchange: Coors Augmentation Plan IV Exchange. 17.2. Location of the Structures Involved: 17.2.1. The exchange-from points: Any of (1) the points of return from augmented structures to Clear Creek described in paragraph 13.1 above; (2) the Replacement Location described in paragraph 12 above; and (3) the locations of release from the Jefferson Storage System reservoirs described in paragraph 9.22 above. 17.2.2. The exchange-to points: The exchange to points are the diversion and depletion points of the structures to be augmented as described in paragraphs 8-10 above, to the extent that those points are within the exchange reach described in paragraph 17.4. 17.3. Source: Clear Creek. 17.4. Exchange Reach: The exchange reach is from the Sewage Disposal Plant outfall, described in paragraph 13.1.2, to the Wannamaker Ditch, whose legal description is in paragraph 10.1. The exchange reach is shown on Figure 2. 17.5. Description of Exchange: These exchanges will operate as part of the Coors Augmentation IV Plan described above. 17.6. Appropriation: 17.6.1. Date of Appropriation of Exchange Right: Nov. 22, 2017. 17.6.2. How Appropriation Was Initiated: By filing this Application. 17.7. Exchange Rate Claimed: 1.26 c.f.s. 17.8. Source of Substitute Supply Water: The substitute supply source is Coors’s Miles and Eskins Ditch water right, including any fully consumable return flow or effluent resulting from first use thereof, or of augmented diversions made pursuant to the Coors Augmentation IV Plan. 17.9. Uses: Coors’s reuse, successive use, and disposition of exchanged water will be for the following beneficial purposes: irrigation, domestic, mechanical, commercial, industrial, manufacturing, municipal, generation of power, power generally, fire protection, sewage treatment, street sprinkling, watering of parks, trees, lawns and grounds, recreation, golf club, storage reserves, replacement, adjustments and regulation of the Jefferson Storage System with other uses, ground water storage and recharge, and water exchange. Use and reuse will occur primarily at the Coors Industrial Complex in the Clear Creek Basin near Golden, Colorado, as described in paragraph 5.4 above and shown on Figure 1. Use, successive use and disposition may occur at locations downstream on Clear Creek and the South Platte River, in Jefferson, Denver, Adams or Weld County, pursuant to lease by Coors and separate decree or administrative approval. 17.10. Water Quality: Pursuant to C.R.S. § 37-92-305(5), the substituted water provided by Coors for the exchange herein will be of a quality, quantity and continuity to meet the requirements of use for which the receiving structures normally use water from Clear Creek. 17.11. Intervening Seniors. Coors shall not exchange water upstream so as to prevent diversion on any intervening water right senior to the priority of the exchange being made if such diversion would have been legally possible in the absence of Coors’ exchange, subject, however, to the requirement of C.R.S. §

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37-92-102(2)(b). 17.12. Exchange Season: Coors will only exchange during the “Non-Croke Season,” as defined in several previous decrees, which is April 1 through October 31. Number of pages in Application: 35. 17CW3178 RIVERSIDE IRRIGATION DISTRICT AND RIVERSIDE RESERVOIR & LAND COMPANY, 221 East Kiowa Street, Fort Morgan, Colorado 80701. Peter J. Ampe, Esq. and Matthew Montgomery, Esq., Hill & Robbins, P.C., 1660 Lincoln St., Denver, Colorado 80264; (303) 296-8100. Application for Change of Use of Water Right in WELD AND MORGAN COUNTIES. 1. Purpose of application: This application is for a change of use for three wells owned by Riverside Reservoir and Land Company (“Riverside”). 2. Change of Use. a. Decreed water right for which change is sought: i. Riverside Reservoir Company Well No. 5686-F, SEO WDID 0108090, decreed in Case No. W-2919-48; ii. Riverside Reservoir Company Well No. 6596-F, SEO WDID 0108092, decreed in Case No. W-2919-48; iii. Riverside Reservoir Company Well No. 5907-F, SEO WDID 0108091, decreed in Case No. W-2919-48. b. Legal description of wells: i. Riverside Reservoir Company Well No. 5686-F is located in the SE/4 SW1/4 of Section 8, Township 4 North, Range 61 West of the 6th P.M., Weld County Colorado, at a point 350 feet North from South section line and 2100 feet East from West section line, said Section 8; ii. Riverside Reservoir Company Well No. 6596-F is located in the NW1/4 NW1/4 of Section 17, Township 4 North, Range 61 West of the 6th P.M., Weld County Colorado, at a point 533 feet South from North section line and 31 feet East from West section line, said Section 17; iii. Riverside Reservoir Company Well No. 5907-F is located in the SW1/4 SW1/4 of Section 8, Township 4 North, Range 61 West of the 6th P.M., Weld County, Colorado, at a point 296 feet North from South section line and 979 feet East from West section line, said Section 8. c. Decreed source of water: Groundwater tributary to the South Platte River. d. Appropriation date: i. Riverside Reservoir Company Well No. 5686-F: March 31, 1964 (irrigation); April 17, 2003 (augmentation); ii. Riverside Reservoir Company Well No. 6596-F: March 31, 1965 (irrigation); April 17, 2003 (augmentation); iii. Riverside Reservoir Company Well No. 5907-F: July 31, 1964 (irrigation); April 17, 2003 (augmentation). d. Total amount decreed to structures: i. Riverside Reservoir Company Well No. 5686-F: 5.56 c.f.s.; ii. Riverside Reservoir Company Well No. 6596-F: 5.56 c.f.s.; iii. Riverside Reservoir Company Well No. 5907-F: 5.56 c.f.s. e. Decreed use or uses: Supplemental irrigation to all lands within the Riverside Irrigation District; Conditional augmentation pursuant to the Riverside Augmentation Plan decreed in Case No. 02CW86. f. Amount of water that Riverside intends to change: Riverside intends to add oil and gas development uses, including related incidental industrial uses for the entire decreed amount for these wells (conditional). 2. Detailed description of proposed change: In Case No. W-2919-48 wells 5686-F, 6596-F and 5907-F were decreed for use as supplemental irrigation for lands within the Riverside Irrigation District. In the Riverside Augmentation Plan, Case No. 02CW86, the wells were decreed as both augmentation and augmented wells pursuant to the terms of that plan. In this case, Riverside seeks a decree to add a conditional right for oil and gas development uses, including related incidental industrial uses, to supply such water under an existing contract and future contracts, if any. Riverside has a contract with Bill Barrett Corporation to supply water for oil and gas development uses and is currently supply water under that contract for oil and gas development uses, including related incidental industrial uses, from other structures. All previously decreed uses will not be modified. Contemporaneously with this application, Riverside has filed an application to change the 02CW86 Plan of Augmentation to recognize the new uses for these wells and add the uses to the Plan of Augmentation with a consumptive use of 100%. 3. Names and addresses of owners of land on which structures are or will be located, upon which water is or will be stored, or upon which water is or will be placed to beneficial use. There is no change in the point of diversion and no new structures or storage facilities will be constructed. Water will be placed to beneficial use on lands identified by the lessees or purchasers of the water. 17CW3179 RIVERSIDE IRRIGATION DISTRICT AND RIVERSIDE RESERVOIR & LAND COMPANY, 221 East Kiowa Street, Fort Morgan, Colorado 80701. Peter J. Ampe, Esq. and Matthew Montgomery, Esq. Hill & Robbins, P.C., 1660 Lincoln St., Suite 2720, Denver, Colorado

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80264; 303-296-8100. APPLICATION OF RIVERSIDE IRRIGATION DISTRICT AND RIVERSIDE RESERVOIR & LAND COMPANY FOR CHANGE OF USE OF WATER RIGHT WITHIN AUGMENTATION PLAN IN WELD AND MORGAN COUNTIES.1. Purpose of application: This application is for modification of an augmentation plan owned by Riverside Irrigation District (“Riverside”), previously decreed in Case No. 02CW86, decreed on May 9, 2012, nunc pro tunc, August 20, 2008 (“Riverside Augmentation Plan”). Modification of Augmentation Plan in 02CW86. 2. Description of Modification: The Riverside Augmentation Plan, Case No. 02CW86, decreed various conditional rights, appropriative rights of exchange, and a plan for augmentation subject to certain terms and conditions. The Riverside Augmentation Plan decreed Wells 5686-F, 6596-F and 5907-F as covered wells, and depletions from those wells are augmented pursuant to the terms of the Plan. Riverside seeks to modify the Riverside Augmentation Plan to allow Applicant to replace depletions for Wells 5686-F, 6596-F and 5907-F groundwater withdrawals for oil and gas development uses, including related incidental industrial uses. Contemporaneously with this application, Riverside has filed an application to add the new uses to those wells. Applicant also seeks to modify paragraph 11.5.2 regarding wellhead depletion factors to state that oil and gas development uses, including related incidental industrial uses, for Wells 5686-F, 6596-F and 5907-F will be 100% consumptive. 17CW3180 Colorado Water Conservation Board (“CWCB”), 1313 Sherman Street, Suite 718, Denver, Colorado, 80203. Telephone (303) 866-3441. Please direct all future communications and pleadings to Andrew B. Nicewicz, Assistant Attorney General, Natural Resources & Environment Section, Office of the Colorado Attorney General, 1300 Broadway, 7th Floor, Denver, CO 80203. Telephone: (720) 508-6259, Email: andy.nicewicz@coag.gov. APPLICATION FOR WATER RIGHTS TO PRESERVE THE NATURAL ENVIRONMENT TO A REASONABLE DEGREE IN PARK COUNTY, COLORADO. 2. Name of water right: Rock Creek Instream Flow Water Right. 3. Legal Description: The Rock Creek Instream Flow Water Right is located in the natural stream channel of Rock Creek from its headwaters to a natural falls on Rock Creek just upstream of the United States Forest Service property boundary, a distance of approximately 4.66 miles. A map depicting the approximate location of the Rock Creek Instream Flow Water Right reach is attached as Exhibit 1. A. Upstream Terminus: Rock Creek headwaters in the vicinity of: 1. UTM: Northing: 4363476.91; Easting: 442888.09 (NAD 1983 Zone 13 North) 2. Lat/Long: latitude 39° 25' 8.13"N and longitude 105° 39' 48.53"W B. Downstream Terminus: Natural falls on Rock Creek just upstream of the United States Forest Service property boundary: 1. UTM: Northing: 4357224.26 Easting: 441520.48 (NAD 1983 Zone 13 North) 2. Lat/Long: latitude 39° 21' 44.99"N and longitude 105° 40' 43.76"W C. The Universal Transverse Mercator (UTM) of the upstream and downstream termini will be used as the legal description for the decree in this matter. The Lat/Long coordinates are provided as cross-reference locations only. The UTM and Lat/Long locations for the upstream and downstream termini were derived from CWCB GIS using the National Hydrography Dataset (NHD). 4. Source: Rock Creek, tributary to Tarryall Creek, tributary to the South Platte River. 5. A. Date of initiation of appropriation: January 24, 2017. B. How appropriation was initiated: Appropriation and beneficial use occurred on January 24, 2017, by the action of the CWCB pursuant to sections 37-92-102(3) and (4) and 37-92-103(3), (4), and (10), C.R.S. (2017). C. Date applied to beneficial use: January 24, 2017. 6. Amount of water claimed: Instream flow of 0.9 cfs (09/01 - 04/30), and 3.8 cfs (05/01 - 08/31), absolute. 7. Proposed Uses: Instream flow to preserve the natural environment to a reasonable degree. 8. Names and addresses of owners or reputed owners of the land upon which any new or existing diversion structure will be located: The notice required by section 37-92-302(2)(b), C.R.S. (2017), to the owners or reputed owners of the land upon which any new or existing diversion or storage structure is or will be constructed is not applicable in this case. This Application is for instream flow water rights, exclusive to the CWCB under the provisions of section 37-92-102(3), C.R.S. (2017). As an instream flow water right, the CWCB’s appropriation does not require diversion structures or storage. See Colo. River Water Conservation Dist. v. Colo. Water Conservation Bd., 594 P.2d 570, 574 (Colo. 1979); § 37-92-103(4)(c), C.R.S. (2017). As a surface water right, the CWCB’s appropriation of instream flow water rights does not involve construction of a well. 9.

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Remarks: This appropriation by the CWCB, on behalf of the people of the State of Colorado, is made pursuant to sections 37-92-102(3) and (4) and 37-92-103(3), (4), and (10), C.R.S. (2017). The purpose of the CWCB’s appropriation is to preserve the natural environment to a reasonable degree. At its regular meeting on May 17, 2017, the CWCB determined, pursuant to section 37-92-102(3)(c), C.R.S. (2017), that the natural environment of Rock Creek will be preserved to a reasonable degree by the water available for the appropriations to be made; that there is a natural environment that can be preserved to a reasonable degree with the CWCB’s water rights herein, if granted; and that such environment can exist without material injury to water rights. 17CW3181 Michael Greene, 7440 South Blackhawk Street, #1106, Englewood, CO 80112 (James J. Petrock, Petrock & Fendel, 700 17th Street, #1800, Denver, CO 80202), APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NOT NONTRIBUTARY SOURCE AND FOR APPROVAL OF PLAN FOR AUGMENTATION, IN THE NOT NONTRIBUTARY LOWER DAWSON AQUIFER, DOUGLAS COUNTY. Subject Property: 1.21 acres being Lot 10, Block 9, Surrey Ridge Unit 4, located in the NW1/4SW1/4 of Section 27, T6S, R67W of the 6th P.M., Douglas County, as shown on Attachment A hereto ("Subject Property"). Source of Water Rights: The Lower Dawson aquifer is not nontributary as described in Sections 37-90-103(10.7), C.R.S. Estimated Annual Amount: 0.35 acre-feet per year. Proposed Use: In house and irrigation on the Subject Property. Groundwater to be augmented: 0.35 acre-feet per year of Lower Dawson aquifer groundwater as requested herein. Water rights for augmentation: Return flows from the use of the Lower Dawson aquifer groundwater and nontributary groundwater in the Arapahoe and Laramie-Fox Hills aquifer underlying the Subject Property decreed in Case No. 00CW205. Applicant is owner of 0.61 and 0.27 acre-feet per year of the Arapahoe and Laramie-Fox Hills aquifer groundwater, respectively. The Lower Dawson aquifer water will be used through an individual well on the Subject Property for in house use in one residence (0.27 acre-feet) and irrigation of home lawn, garden, and trees (0.08 acre-feet). Applicant reserves the right to amend the amounts and values without amending the application or republishing the same. Sewage treatment for in house use will be provided by a non-evaporative septic system and return flow from in house use will be approximately 90% of that use. During pumping Applicant will replace actual depletions to the affected stream system pursuant to Section 37-90-137(9)(c.5), C.R.S. Depletions occur to the Cherry Creek stream system and return flows accrue to the South Platte River via Cherry Creek, and those return flows are sufficient to replace actual depletions while the subject groundwater is being pumped. Applicant will reserve an equal amount of nontributary groundwater underlying the Subject Property to meet post pumping augmentation requirements. Further, Applicant prays that this Court grant the application and for such other relief as seems proper in the premises. (5 pages). 17CW3182 The Lower South Platte Water Conservancy District Water Activity Enterprise (“Lower” or “Applicant”), 100 Broadway Plaza, Suite 12, Sterling, Colorado 80751. Telephone: (970) 522-1378. Please send future correspondence and pleadings to: Kelly Custer, Lawrence Jones Custer Grasmick, 5245 Ronald Reagan Blvd., Ste. 1, Johnstown, CO 80534. APPLICATION FOR UNDERGROUND WATER RIGHTS AND TO ADD WELLS TO PLAN FOR AUGMENTATION, in SEDGWICK COUNTY. 2. Applicant operates an augmentation plan decreed in Case No. 02CW320, Water Division No. 1, April 11, 2007 (Decree). Paragraph 21.6 of the Decree allows the addition of wells to the plan by filing an application with the water court. Applicant seeks to adjudicate water rights for two wells on behalf of and with the consent of the owners of the structures, and to add the wells to the Decree. 3. Application for Water Rights. 3.1 Name of Structure: Lechman Well No. 1. 3.1.1. Location. In Section 20, Government Lot 3, Township 12 North, Range 43 West of the 6th P.M., Sedgwick County, Colorado. UTM NAD 83 coordinates of proposed location: X (Easting) 738404; Y (Northing) 4542542. 3.1.2. Source: Groundwater tributary to the South Platte River. 3.1.3. Appropriation Date. November 14, 2017. 3.1.4. How Appropriation Was Initiated: By formation of intent to appropriate, planning of well locations, Board resolution, and the filing of this application. 3.1.5. Amount Claimed. 250 gpm, conditional. 3.1.6. Use: Irrigation of 137 acres in Government Lots 1, 2, 3, and 4, Section 20, Township

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12 North, Range 43 West of the 6th P.M., Sedgwick County, Colorado, along with Lechman Well No. 2. 3.2. Name of Structure: Lechman Well No. 2. 3.2.1 Location. In Section 20, Government Lot 1, Township 12 North, Range 43 West of the 6th P.M., Sedgwick County, Colorado. UTM NAD 83 coordinates of proposed location: X (Easting) 739219; Y (Northing) 4542566. 3.2.2. Source: Groundwater tributary to the South Platte River. 3.2.3. Appropriation Date. November 14, 2017. 3.2.4. How Appropriation Was Initiated: By formation of intent to appropriate, planning of well locations, Board resolution, and the filing of this application. 3.2.5. Amount Claimed. 650 gpm, conditional. 3.2.6. Use: Irrigation of 137 acres in Government Lots 1, 2, 3, and 4, Section 20, Township 12 North, Range 43 West of the 6th P.M., Sedgwick County, Colorado, along with Lechman Well No. 1. 4. Addition of Lechman Wells to Plan of Augmentation. 4.1. The Lechman wells will be added to and augmented by the Applicant’s plan of augmentation. The wells will be metered and the amount, timing and location of depletions from the wells will be determined and replaced pursuant to the terms of the Decree. 4.2. The water rights to be used for augmentation will be those water rights approved for augmentation pursuant to ¶23 of the Decree, and any other source legally available which can be provided as needed to replace out of priority depletions from the Lechman wells. 5. Names and Addresses of Owners of Land on which new points of diversion will be located: The land on which the Lechman wells will be located, and the wells themselves, are owned by Josh Lechman and Brenda Lechman, 10481 County Road 59, Julesburg, CO 80737. 5 pages, no exhibits. 17CW3183 44 Delbert, LLC, 10860 Democrat Road, Parker, CO 80134 (James J. Petrock, Petrock & Fendel, 700 17th Street, #1800, Denver, CO 80202), APPLICATION APPROVAL OF PLAN FOR AUGMENTATION, ELBERT COUNTY. Groundwater to be augmented: 5.25 acre-feet per year for 100 years of not nontributary Upper Dawson aquifer groundwater as decreed in Case No. 05CW80, District Court, Water Division 1, underlying and associated with approximately 80 acres of land in the N1/2SW1/4 of Section 22, T6S, R65W of the 6th P.M., Elbert County, as shown on Attachment A hereto (Subject Property). Applicant is the owner of all the groundwater underlying the Subject Property as decreed in Case No. 05CW80 as evidenced by the deed attached as Attachment B. Water rights to be used for augmentation: Return flows from the use of not nontributary Upper Dawson aquifer water and return flows and direct discharge of nontributary groundwater underlying the Subject Property as also decreed in Case No. 05CW80. Statement of plan for augmentation: The Upper Dawson aquifer groundwater will be used to serve up to seven residential lots through individual wells. Each well will withdraw 0.75 acre-feet per year for in house use in one residence (0.4 acre-feet), irrigation of 5000 square feet of lawn, garden, and trees (0.3 acre-feet), and stockwatering of up to 4 large domestic animals (0.05 acre-feet). Applicant reserves the right to revise these amounts, values and uses without having to amend or republish this application. Sewage treatment for in house use will be provided by non-evaporative septic systems. Return flows associated with that use will be approximately 90% of water used for that purpose and return flow associated with irrigation use will be approximately 15% of water used for that purpose. During pumping Applicant will replace actual depletions to the affected stream system pursuant to Section 37-90-137(9)(c.5), C.R.S. Applicant estimates that depletions occur to the Coal Creek stream system. Return flows accrue to the South Platte River system and those return flows are sufficient to replace actual depletions while the subject groundwater is being pumped. Applicant will reserve an equal amount of nontributary groundwater as decreed in Case No. 05CW80 to meet post-pumping augmentation requirements. Further, Applicant prays that this Court grant the application and for such other relief as seems proper in the premises. (7 pages). 17CW3184 (2009CW96) THE CITY AND COUNTY OF BROOMFIELD, c/o Director of Public Works, One DesCombes Drive, Broomfield, Colorado 80020, (303) 438-6348, dallen@broomfield.org. Harvey W. Curtis, Esq., Harvey W. Curtis & Associates, 8310 South Valley Highway, Suite 230, Englewood, Colorado 80112, (303) 292-1144, hcurtis@curtis-law.com. APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN WELD COUNTY. 2. NAME OF CONDITIONAL WATER RIGHTS: South Platte Wellfield/Wells; Heit Pit Water Storage Right and Right to Continuous

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Refills. 3. DATE OF ORIGINAL DECREE: November 23, 2011, Case No. 2009CW96, District Court for Water Division No. 1, State of Colorado. 4. DESCRIPTION OF CONDITIONAL UNDERGROUND WATER RIGHT: 4.a. Name of wells. South Platte Wellfield/Wells. 4.b. Permit, registration, or denial number(s). N/A. The initial permit for SPR Well No. 1, Permit No. 67987-F, expired on April 2, 2010. 4.c. Legal description of wells. The South Platte Wellfield/Wells will be comprised of SPR Well No. 1 and additional wells located on the west bank of the South Platte River in the Southwest 1/4 of Section 18 and part of the Northeast 1/4 of the Northwest 1/4 of Section 19, Township 2 North, Range 66 West of the 6th P.M, as shown on the decreed map attached hereto as Exhibit A. 4.d. Source of water: The South Platte River and its alluvium. 4.e. Depth of wells, if completed: SPR Well No. 1 was completed to a depth of 45 feet; however, no permanent pump has been installed and the permit has expired. Additional wells will be drilled pursuant to the original decree, as needed, to achieve and maintain a sustained pumping capacity of 10 c.f.s. 4.f. Date of appropriation: July 16, 2009. 4.g. Amount decreed: 10 c.f.s. (4,488 g.p.m.), conditional, combined flow rate for all wells in the South Platte Wellfield/Wells, not to exceed 200 acre feet in any water year beginning on April 1st and ending on the following March 31st. 4.h. Decreed use: Irrigation, lake level maintenance, industrial and mining uses in conjunction with gravel mining operations, dust suppression, reclamation, sand and gravel washing, commercial, fire protection, and piscatorial purposes on the Heit Pit property and property owned by Robert M. Stahl as identified on Exhibit A hereto. Applicant has the right to use, reuse, successively use and dispose of, by sale, exchange or otherwise, to extinction all water lawfully diverted under this water right for all municipal purposes, including irrigation, lake level maintenance, domestic, industrial, industrial and mining uses in conjunction with gravel mining operations, dust suppression, reclamation, sand and gravel washing, commercial, fire protection, stockwatering, recreation, piscatorial, and all other municipal purposes, including, without limitation, storage in Heit Pit for subsequent use for the aforesaid purposes. The water will also be reused and successively used for exchange, for replacement, and for augmentation purposes. Broomfield may reuse, successively use or dispose of the irrigation return flows from the first use of this water right only to the extent said return flows have been quantified in a separate proceeding. 4.i. Place of use: The place of use for the initial use of the conditional underground water right shall be on the Heit Pit property and Property owned by Robert M. Stahl as identified on Exhibit A hereto. The place of use for reuse and successive uses of the conditional underground water right shall be any place served in the present or in the future by the City and County of Broomfield’s potable water, raw water, and re-use water systems. 5. DESCRIPTION OF CONDITIONAL STORAGE RIGHTS: 5.a. Name of Reservoir: Heit Pit. 5.b. Legal Description of Reservoir: Heit Pit is a gravel pit reservoir constructed with a slurry wall, currently being mined, and located in the South 1/2 of the Northeast 1/4 and the North 1/2 of the Southeast 1/4 of Section 13, Township 2 North, Range 67 West of the 6th P.M., Weld County, Colorado, more particularly described on Exhibit B hereto. A map of the subject property is attached as Exhibit A hereto. 5.c. Legal Description of Diversion Point(s) for filling structures: The South Platte Wellfield/Wells as described in paragraph 4.c., above. 5.d. Source of Water: The South Platte River and its alluvium. 5.e. Date of Appropriation: August 4, 2006. 5.f. Amount: The conditional water storage rights decreed in Case No. 2009CW96 and the conditional water storage rights decreed to Broomfield in Case No. 2006CW288 are limited to a combined total volume of one fill of 1,560 acre feet, conditional, with the right to continuous refills totaling 1,560 acre-feet in a given year, for a total combined amount of water that can be stored in one year of 3,120 acre-feet under both decrees. Water stored in the previous water year under the first fill and the refills of the storage rights decreed in Case No. 2009CW96 which remains in storage at the beginning of the new accounting year shall be considered carryover storage against the first fill in the new accounting year. Fully consumable or reusable water stored in Heit Pit at the beginning of the water storage year which is not stored under the subject storage rights shall not automatically count against the subject first fill right. However, once the subject first fill right is filling in priority and there is insufficient capacity in the reservoir for the subject first fill right and the fully consumable or reusable water, Broomfield must then choose whether to book over the fully consumable or reusable water and count it against the subject first fill or release it from the Heit Pit. Any such water that is booked over shall be

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considered to be and accounted for as first fill water and counted against the first fill right in Broomfield’s accounting. The filling rate for the South Platte Wellfield/Wells filling structure is 10 c.f.s., conditional. 5.g. Use: All municipal purposes, including irrigation, lake level maintenance, domestic, industrial, industrial and mining uses in conjunction with gravel mining operations, dust suppression, reclamation, sand and gravel washing, commercial, fire protection, stockwatering, recreation, piscatorial, and all other municipal purposes, including, without limitation, storage in Heit Pit for subsequent use for the aforesaid purposes. The water will also be used for exchange, for replacement, and for augmentation purposes. Applicant has the right to use, reuse, successively use and dispose of, by sale, exchange or otherwise, to extinction all water lawfully diverted and/or impounded pursuant to the original decree. 5.h. Place of use. The place of use shall be any place served in the present or in the future by the City and County of Broomfield’s potable water, raw water, and re-use water systems. 6. PROVIDE A DETAILED OUTLINE OF WHAT HAS BEEN DONE TOWARD COMPLETION OR FOR COMPLETION OF THE APPROPRIATION AND APPLICATION OF WATER TO A BENEFICIAL USE AS CONDITIONALLY DECREED, INCLUDING EXPENDITURES. 6.a. During the diligence period, beginning on December 1, 2011, the City and County of Broomfield has spent in excess of $3,000,000 on its water reclamation project of which the subject water rights are a part: 6.a.(1) Assessments, repair and maintenance of reuse pumps, lines and tanks, repair and replacement of meters, repair and maintenance at the reuse plant, water rights purchases, and work on Broomfield’s Non-Potable Master Plan.: $1,055,296.00. 6.a.(2) Heit Pit Inlet/Outlet lines, wellfield, and associated payments: $529,035.00. 6.a.(3) Engineering: $1,013,875.16. 6.a.(4) Legal: $441,129.47. 6.a.(5) Total: $3,039,335.63. 6.b. During the diligence period, Applicant obtained a decree in Case No. 2015CW3070, entered by the Water Court for Water Division No. 1 on July 29, 2016, finding diligence for the conditional exchanges decreed in Case No. 2004CW310, for which the subject water rights may be a source of substitute supply. 6.c. During the diligence period, Applicant obtained a decree in Case No. 2016CW3086 entered by the Water Court for Water Division No. 1 on December 14, 2016, finding diligence for the conditional water rights decreed in Case No. 2006CW288, including the South Platte Wellfield/Wells as alternate points of diversion for the Meadow Island No. 1 Ditch as a filling structure for the Heit Pit storage rights. 6.d. During the diligence period, Applicant participated as an objector in numerous water court applications for the protection of the subject conditional water rights. 7. Claim to Make Absolute: n/a. 8. NAMES AND ADDRESSES OF OWNERS OR REPUTED OWNERS OF THE LAND UPON WHICH ANY NEW DIVERSION OR STORAGE STRUCTURE OR MODIFICATION TO ANY EXISTING DIVERSION OR STORAGE STRUCTURE OR EXISTING STORAGE POOL IS OR WILL BE CONSTRUCTED OR UPON WHICH WATER IS OR WILL BE STORED. 8.a. Heit Pit. Applicant. 8.b. South Platte Wellfield/Wells. 8.b.(1) Robert M. Stahl and Mary E. Stahl, 9378 Weld County Road 25, Fort Lupton, Colorado 80621. 8.b.(2) Christine J. Smith Rev Trust, c/o Robert M. Stahl, Trustee, 9378 County Rd 25, Fort Lupton, Colorado 80621. 8.b.(3) Darrell L. Bearson and Nelva M. Bearson, 9208 County Rd 25, Fort Lupton, Colorado 80621. WHEREFORE, Applicant requests that the conditional water rights decreed for the South Platte Wellfield/Wells and the Heit Pit Water Storage Right and right to continuous refills be continued in full force and effect until the due date of the next diligence filing herein. Additional Information. Number of pages of Application: 8 pages, including 2 page of exhibits. 17CW3185, Colorado Historical Society (“CHS”), 1200 Broadway, Denver, Colorado, 80203. Telephone (303) 866-3682. Please direct all future communications and pleadings to Jennifer Mele, First Assistant Attorney General, and Ema I.G. Schultz, Assistant Attorney General, 1300 Broadway, 7th Floor, Denver, Colorado. Telephone (720) 508-6282 (Mele), (720) 508-6307 (Schultz). Email jennifer.mele@coag.gov, ema.schultz@coag.gov. APPLICATION FOR GROUNDWATER RIGHT, CHANGE OF WATER STORAGE RIGHT, CHANGE OF WATER RIGHTS, APPROPRIATIVE RIGHTS OF EXCHANGE AND PLAN FOR AUGMENTATION IN CLEAR CREEK COUNTY, COLORADO. FIRST CLAIM – Groundwater Right. 2. Name of water right: Georgetown Loop Railroad Well Enlargement Priority No. 2 A. Location: In the NE1/4 of the SE1/4 of Section 18, Township 4 South, Range 74 West of the 6th P.M., Clear Creek County, Colorado approximately 1950

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feet from the south Section line and 500 feet from the east Section line. B. Amount: 0.156 cfs, conditional C. Source: Ground water tributary to Clear Creek D. Use: Irrigation at the Georgetown Loop Railroad Visitor’s Center, drinking and sanitation at the Georgetown Loop Railroad Visitor’s Center, including storage for such uses. E. Appropriation date: November 30, 2017 F. Remarks: Applicant originally obtained a water right for the Georgetown Loop Railroad Well when anticipated operations of the Georgetown Loop Railroad were on a daily basis from Memorial Day through Labor Day, and weekends only during the periods May 1 through Memorial Day and Labor Day through October 31. Applicant now seeks to operate the Georgetown Loop Railroad on a year round basis and therefore to use the Georgetown Loop Railroad Well on a year round basis. This water right may be used by direct diversion or after storage in the GLRR Cistern or the Lebanon Mill Reservoir. The uses claimed herein are the same uses as previously decreed to this structure, this right is for use of the well outside of the previously decreed season. SECOND CLAIM – Change of Water Storage Right 3. Decreed name of water right for which change is sought: Lebanon Mine Reservoir A. Previous decree: i. Case No. 06CW37 a. Location: On channel reservoir in the SW1/4 of the SE1/4 of Section 18, Township 4 South, Range 74 West of the 6th P.M. From the headgate on the dam the Southwest corner of Section eighteen (18) Township four (4) South of Range seventy-four (74) West of the Sixth (6th) Principal Meridian bears South seventy-four degrees twenty-six minutes (74° 26’) West three thousand five hundred thirty-nine and nine-tenths (3539.9) feet. UTM: 438848.05, 4394466.82 NAD 83, Zone 13N. b. Appropriation Date: February 8, 2006 c. Source: Clear Creek d. Uses: Storage right for restoration of historical appearances, energy generation, renovation of Lebanon Mill and Dam historical structures, along with water wheel, dam and mill to recreate operations at the Lebanon Mine site as an exhibit associated with the Georgetown Loop Railroad, augmentation, and fish and wildlife habitat. Energy generation use will be on site, by releasing a portion of the water from storage via a head gate located on the dam and conveyed down a chute to turn a hydroelectric turbine. Water used for energy generation will be returned to Clear Creek. Augmentation use shall be limited to replacing out of priority depletions resulting from the use of no more than two wells associated with the Georgetown Loop Railroad at or near the Lebanon Mine Reservoir and the Devil’s Gate Visitor’s Center, and in such event shall not be used for augmentation unless pursuant to a court approved augmentation plan or substitute water supply plan approved by the State Engineer. e. Amount: 1.65 acre-feet conditional, with right to continuous fill and refill up to 3.3 acre-feet annually, total B. Proposed Change: Applicant seeks to (1) add an alternate place of storage in the GLRR Cistern, to be in the located NE1/4 of the SE1/4 of Section 18, Township 4 South, Range 74 West of the 6th P.M., Clear Creek County, Colorado, and (2) to add additional uses for domestic and sanitary uses at the Georgetown Loop Railroad Visitor’s Center. The point of diversion for the GLRR Cistern will be at a point approximately 2,130 feet downstream of the decreed location for Lebanon Mill Reservoir. The applicant also intends to divert the changed water right into the GLRR Cistern for augmentation purposes. The water storage right can be used for augmentation of out of priority depletions resulting from the use of no more than two wells associated with the Georgetown Loop Railroad, and such use may occur year round. C. Remarks: Total storage between the Lebanon Mill Reservoir and GLRR Cistern under the water storage right decreed in Case No. 06CW37 will not exceed 1.65 acre-feet, with right to continuous fill and refill up to 3.3 acre-feet annually. THIRD CLAIM – Change of Water Right 4. Decreed name of water right for which change is sought: Church Ditch A. Previous decrees: i. Original Adjudication: Civil Action 6963, entered 10/04/1884 a. Location of point of diversion: On north side of Clear Creek in the NE1/4 of Section 32, Township 3 South, Range 70 West of the 6th P.M., Jefferson County, Colorado b. Use: irrigation c. Source: Clear Creek d. Total amount decreed to structure:

Priority No. Date of Appropriation CFS

21 06/01/1862 0.90

40 02/28/1865 41.43

44 05/16/1865 1.25

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62 11/18/1877 18.26

65 11/15/1878 18.85

66 11/20/1881 32.34

e. Amount applicant intends to change in this case: one inch ii. First Change decree: Case No. W-8036(75) & W-8256(76) a. Amount changed: 126 inches b. Use: irrigation and augmentation c. Decree entered: April 15, 1977 iii. Change decree: Case No. 84CW166 a. Amount Changed: One Inch b. Decree Entered: August 31, 1989 c. Details: Applicant’s one inch of Church Ditch water was changed to allow for augmentation of depletions caused by pumping at the Georgetown Loop Railroad Well. Diversion limits decreed in Case No. 84CW166 were dictated by the decree in consolidated Case No. W-8036(75) and W-8256(76). The 84CW166 decree established a yield of 1.47 acre-feet annual from Applicant’s one inch to replace out of priority deletions from use of the well. The 84CW166 decree reflects that the changed Church Ditch inch will be used as an augmentation source for depletions arising out of use of the Georgetown Loop Railroad Well on a daily basis from Memorial Day through Labor Day, and weekends only during the periods May 1 through Memorial Day and Labor Day through October 31. The 84CW166 decree established that the maximum annual replacement credit attributable to Applicant’s one inch is 1.8 acre-feet and the maximum replacement credit for 20 years is 25.23 acre-feet. iv. Change decree: Consolidated Case Nos. 91CW68 and 91CW69 a. Amount Changed: One Inch b. Decree Entered: August 18, 2006 c. Details: Applicant’s one inch of the Church Ditch water right was changed to allow the water to be stored to augment depletions associated with the withdrawal of ground water by the Lebanon Mine Well and the Georgetown Loop Railroad Well, was changed to augment depletions associated with the Lebanon Mine Well, and was changed to augment depletions from the Georgetown Loop Railroad Well use for irrigation. The decree reflects that storage for such augmentation would be in Idaho Springs Reservoir. The decree limited the yield of Applicant’s one inch from 1.47 acre-feet per year to 1.25 acre-feet per year of augmentation water based on the following schedule:

MONTH AF

April 0.018

May 0.264

June 0.467

July 0.340

August 0.135

September 0.018

October 0.009

TOTAL 1.250

d. The decree allows Applicant to store water available from its one inch in excess of augmentation requirements in May, June, and July for later release to replace augmentation obligations in July, August, and September. B. Previous Historical Consumptive Use Quantification: Applicant’s one inch in the Church Ditch was previously changed and an historical consumptive use analysis was conducted in Consolidated Case Nos. W-8036(75) & W-8256(76), therefore, no historical consumptive use analysis is required for this change pursuant to § 37-92-305(3)(e), C.R.S. (2017). C. Detailed description of Proposed Change: i. Applicant seeks to change its one inch of the Church Ditch water right to add use of augmentation of depletions arising from diversions of the Georgetown Loop Railroad Well, whether the senior or junior priority, any time of the year, and storage prior to such use in Idaho Springs Reservoir, the GLRR Cistern, or Lebanon Mill Reservoir any time during the Church Ditch operating season, and year round augmentation after storage in Idaho Springs Reservoir, the GLRR Cistern, or Lebanon Mill Reservoir. Applicant also seeks to add the use of drinking and sanitary use at the Georgetown Loop

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Railroad Visitor’s Center either directly or after storage. These are year round uses, however the applicant’s direct use, storage, and exchange of the Church Ditch inch will continue to be restricted by the season of use of the Church Ditch. ii. The Church Ditch inch was decreed to be used as the augmentation supply to replace depletions from the Georgetown Loop Railroad Well pursuant to the terms and conditions in the decree in Case No. 84CW166. Such use was changed in consolidated Case Nos. 91CW68 and 69 to allow for storage prior to augmentation and to add augmentation to replace depletions from the Lebanon Mill Well. In addition, the Church Ditch inch is decreed as the substitute supply for appropriative rights of exchange decreed in Case No. 13CW3161 to support the augmentation plan decreed in Case No. 84CW166 and consolidated Case Nos. 91CW68 and 69, which restrict use of the Church Ditch inch to Memorial Day through Labor Day, and weekends only during the periods May 1 through Memorial Day and Labor Day through October 31. Applicant desires to have the ability to operate outside of the time frame referenced in the decrees in Case No. 84CW166 and 91CW68 and 69, and desires to have a plan of augmentation that can operate year-round as an alternate plan to the augmentation plan decreed in Case Nos. 84CW166 and 91CW68 and 69. In order to operate all year, Applicant is seeking the augmentation plan and water rights claimed herein. D. Remarks: Applicant will maintain return flows associated with the changed one inch in Church Ditch as required by the decree in Case Nos. 8036(75) & W-8256(76). FOURTH CLAIM – Appropriative Rights of Exchange or Substitution 5. Name of Exchange: Church Ditch Augmentation Station to GLRR Cistern Diversion Exchange A. Exchange from point: The Church Ditch augmentation station, located on the north bank of Clear Creek in the NE1/4 of NE1/4 of Section 32, Township 3 South, Range 70 West of the 6th P.M., at a point that is approximately 480 feet west and 320 feet south of the NE corner of said Section, Jefferson County, Colorado B. Exchange to point: GLRR Cistern diversion, a point on Clear Creek located in the NE1/4 of the SE1/4 of Section 18, Township 4 South, Range 74 West of the 6th P.M., Clear Creek County, Colorado, Section 18, T4S, R74W. C. Maximum rate of exchange: 0.01 c.f.s., conditional D. Date of appropriation: November 30, 2017. 6. Name of Exchange: Idaho Springs Reservoir to GLRR Cistern Diversion Exchange A. Exchange from point: Confluence of Chicago Creek and Clear Creek. The confluence of Chicago Creek and Clear Creek is located in the SE1/4 of the SE1/4 of Section 35, Township 3 South, Range 73 West, 6th P.M. at a point approximately 530 feet from the South section line and 780 feet from the East section line of said Section 35. B. Exchange to point: GLRR Cistern diversion, a point on Clear Creek located in the NE1/4 of the SE1/4 of Section 18, Township 4 South, Range 74 West of the 6th P.M., Clear Creek County, Colorado, Section 18, T4S, R74W. The well is located within 100 feet of Clear Creek. C. Maximum rate of exchange: 0.5 c.f.s. (rate of diversion of cistern pod) D. Date of appropriation: November 30, 2017 7. Name of Exchange: Church Ditch Augmentation Station to Idaho Springs Reservoir A. Exchange from point: The Church Ditch augmentation station, located on the north bank of Clear Creek in the NE1/4 of the NE1/4 of Section 32, Township 3 South, Range 70 West of the 6th P.M. B. Exchange to point: point of diversion for the Idaho Springs Reservoir. The Idaho Springs Reservoir is an on-channel reservoir located on Chicago Creek, in the West 1/2 of Section 6, Township 5 South, Range 73 West, 6th P.M. and the East 1/2 of Section 1, Township 5 South, Range 74 West, 6th P.M. C. Maximum rate of exchange: 0.01 c.f.s, conditional D. Date of appropriation: November 30, 2017 E. Remarks: Applicant decreed an appropriative right of exchange for this reach with these termini in Case No. 13CW3161. This application seeks an appropriative right of exchange to operate the same exchange during the entire Church Ditch operating season, not limited by the date restrictions of the augmentation plan decreed in Case Nos. 84CW166 and 91CW68 and 69. 8. Name of Exchange or Substitution: Church Ditch Augmentation Station to Georgetown Loop Railroad Well Exchange A. Exchange from point: The Church Ditch augmentation station, located on the north bank of Clear Creek in the NE1/4 of the NE1/4 of Section 32, Township 3 South, Range 70 West of the 6th P.M. B. Exchange to point: Georgetown Loop Railroad Well point of depletion, located in the NE1/4 of the SE1/4 of Section 18, Township 4 South, Range 74 West of the 6th P.M., Clear Creek County, Colorado, approximately 1950 feet from the south Section line and 500 feet from the east Section line, Section 18, T4S, R74W. The well is located within 100 feet of Clear Creek. C. Maximum rate of exchange: 0.01 c.f.s., conditional D. Date of appropriation: November 30, 2017 E.

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Remarks: Applicant decreed an appropriative right of exchange for this reach with these termini in Case No. 13CW3161. This application seeks an appropriative right of exchange to operate the same exchange during the entire Church Ditch operating season, not limited by the date restrictions of the augmentation plan decreed in Case Nos. 84CW166 and 91CW68 and 69. 9. Name of Exchange or Substitution: Idaho Springs Reservoir to Georgetown Loop Railroad Well Exchange A.Exchange from point: Confluence of Chicago Creek and Clear Creek. The confluence of Chicago Creek and Clear Creek is located in the SE1/4 of the SE1/4 of Section 35, Township 3 South, Range 73 West, 6th P.M. at a point approximately 530 feet from the South section line and 780 feet from the East section line of said Section 35. B. Exchange to point: Georgetown Loop Railroad Well point of depletion, located in the NE1/4 of the SE1/4 of Section 18, Township 4 South, Range 74 West of the 6th P.M., Clear Creek County, Colorado, approximately 1950 feet from the south Section line and 500 feet from the east Section line, Section 18, T4S, R74W. The well is located within 100 feet of Clear Creek. C. Maximum rate of exchange: 70 g.p.m. (0.156 c.f.s.), conditional D. Date of appropriation: November 30, 2017 E. Remarks: Applicant decreed an appropriative right of exchange for this reach with these termini in Case No. 13CW3161. This application seeks an appropriative right of exchange to operate the same exchange year round, not limited by the date restrictions of the augmentation plan decreed in case nos. 84CW166 and 91CW68 and 69.The applicant may only exchange the one inch of Church Ditch water that was donated to the Colorado Historical Society by the Adolph Coors Company in these exchanges. FIFTH CLAIM – Plan for Augmentation 10. Description of Plan for Augmentation: Applicant seeks to augment out of priority depletions arising from the Georgetown Loop Railroad Well for operation at the Georgetown Loop Railroad Visitor’s Center. This plan can be operated year round. Applicant will primarily augment its out-of-priority depletions under the augmentation plan decreed Case Nos. 84CW166 and 91CW68 and 69 from Memorial Day through Labor Day, and weekends only during the periods May 1 through Memorial Day and Labor Day through October 31. However, applicant desires the ability to use the augmentation plan decreed herein at times operations do not satisfy the requirements of the augmentation plans decreed in Case Nos. 84CW166, 91CW68 and 69, or when its operations are better supported by the augmentation plan decreed herein. A. Structures to be augmented: Georgetown Loop Railroad Well B. Sources of Replacement water: i. Water diverted under the Lebanon Mill Reservoir changed right and stored in the GLRR Cistern or the Lebanon Mill Reservoir ii. Applicant’s one inch of Church Ditch water, either directly or after storage iii. Water legally available and purchased or leased from the Town of Silver Plume either directly or after storage iv. Water obtained from a legal source trucked to fill the GLRR Cistern and released to Clear Creek after storage in the GLRR Cistern v. Additional or alternative sources of replacement water added to the plan pursuant to §37-92-305(8)(c) 11. Operation of the Plan: The Georgetown Loop Railroad Well is used to supply water for drinking and sanitary purposes to the Georgetown Loop Railroad Visitor’s Center. Annual diversions of replacement water from the one inch of Church Ditch will not exceed 1.25 AF annually. Annual depletions assuming full use of the augmentation plan decreed herein will not exceed 1.25 AF annually. Such depletions will be replaced under this plan by releases from the GLRR Cistern or the Lebanon Mill Reservoir directly to Clear Creek, releases of water from the Town of Silver Plume either after storage or directly to Clear Creek, releases from Idaho Springs Reservoir directly to Chicago Creek, and deliveries of the Church Ditch one inch at the Church Ditch augmentation station directly to Clear Creek. This plan may be operated year round. Any out of priority depletions will be augmented in time, place and amount so as to prevent injury to water rights. 12. Owners of land on which facility is located: A. Colorado Historical Society, State of Colorado B. City of Northglenn, 11701 Community Center Drive, Northglenn, CO 80233 C. City of Westminster, 4800 West 92nd Avenue, Westminster, CO 80031 D. City of Idaho Springs, PO Box 907, Idaho Springs, CO 80452 E. The City of Black Hawk, P.O. Box 68, Black Hawk, Colorado 80422 F. Church Ditch Water Authority, 2350 West 112th Avenue, Northglenn, Colorado 80234.

17CW3186 CITY OF ENGLEWOOD, Mr. Thomas J. Brennan, Director of Utilities 1000 Englewood Parkway Englewood, CO 80110-0110, (303) 762-2636. Peter D. Nichols, Katherine A.D. Ryan, Megan Gutwein, Berg Hill Greenleaf Ruscitti LLP, 1712 Pearl Street, Boulder, CO 80302, Phone

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Number (303) 402-1600. Application for Sextennial Finding of Reasonable Diligence in ARAPAHOE, DOUGLAS, AND JEFFERSON COUNTIES. 2. Summary of Application: Englewood is a municipal corporation of the State of Colorado. Englewood owns and operates municipal water and sewer utility systems for the benefit of its citizens, and for the provision of water and sewer service contracts. This application claims diligence for Englewood’s three conditional surface water rights diverted from the South Platte River as decreed in Case No. 90CW222 on August 2, 1994. 3. Names of Structures: Big Dry Creek, Little Dry Creek, and the City Ditch Manifold at Chatfield Reservoir (serving City Ditch). 4. Date of Original Decree and Diligence Decrees: The subject water rights were originally decreed in Case No. 90CW222 on August 2, 1994. As more specifically described below, the water court made findings of reasonable diligence in Case Nos. 00CW141 and 07CW110, and decreed the City Ditch Manifold at Chatfield Reservoir water right partially absolute in Case No. 07CW110. 5. Description of the Conditional and Water Rights: A. Big Dry Creek i. Date of Original Decree and Subsequent Decrees: August 2, 1994, in Case No. 90CW222 Water Division No. 1; May 21, 2001, in Case No. 00CW141 Water Division No. 1; November 9, 2011 in Case No. 07CW110 Water Division No. 1. ii. Legal Description of Point of Diversion: Big Dry Creek at its confluence with City Ditch, which is approximately 1,650 feet from the east line and 1,150 feet from the south line of Section 9, Township 5 South, Range 68 West, of the 6th P.M. iii. Source: The South Platte River and its tributaries. iv. Appropriation Date: December 17, 1990. v. Amount Claimed: 20 cfs, conditional. vi. Use: Direct flow for municipal, domestic, industrial, commercial, irrigation (including watering of parks, lawns, and gardens), stock watering, recreational, fish and wildlife propagation and maintenance, manufacturing, fire protection, sewage treatment, and street sprinkling within Englewood’s present and future service area. vii. Place of Use or Proposed Use of Conditional Rights: The place of use of the water rights decreed herein shall be the service area of Englewood as it presently exists and as it may exist in the future, including any lands to which Englewood provides water for municipal purposes under an existing or future contract of supply. B. Little Dry Creek i. Date of Original Decree: August 2, 1994, in Case No. 90CW222 Water Division No. 1; May 21, 2001, in Case No. 00CW141 Water Division No. 1; November 9, 2011 in Case No. 07CW110 Water Division No. 1. ii. Legal Description of Points of Diversion: Little Dry Creek at its confluence with City Ditch, which is located approximately 450 feet from the west line and 1,850 feet from the north line of Section 2, Township 5 South, Range 68 West, of the 6th P.M. iii. Source: The South Platte River and its tributaries. iv. Appropriation Date: December 17, 1990. v. Amount Claimed: 15 cfs, conditional. vi. Use: Direct flow for municipal, domestic, industrial, commercial, irrigation (including watering of parks, lawns, and gardens), stock watering, recreational, fish and wildlife propagation and maintenance, manufacturing, fire protection, sewage treatment, and street sprinkling within Englewood’s present and future service area. vii. Place of Use or Proposed Use of Conditional Rights: The place of use of the water rights decreed herein shall be the service area of Englewood as it presently exists and as it may exist in the future, including any lands to which Englewood provides water for municipal purposes under an existing or future contract of supply. C. City Ditch Manifold at Chatfield Reservoir (serving City Ditch) i. Date of Original Decree: August 2, 1994, in Case No. 90CW222 Water Division No. 1; May 21, 2001, in Case No. 00CW141 Water Division No. 1; November 9, 2011 in Case No. 07CW110 Water Division No. 1. ii. Legal Description of Points of Diversion: The City Ditch Outlet at Chatfield Reservoir, whose center line of the outlet conduit intersects the center line of the dam at a point whence the NW Corner, Section 1, Township 6 South, Range 69 West, of the 6th P.M., bears N. 49 degrees W, 4,070 feet, serving City Ditch. iii. Source: The South Platte River and its tributaries. iv. Appropriation Date: December 17, 1990. v. Amount Claimed: 34.79 cfs, conditional, 3.21 cfs, absolute. vi. Use: Direct flow for municipal, domestic, industrial, commercial, irrigation (including watering of parks, lawns, and gardens), stock watering, recreational, fish and wildlife propagation and maintenance, manufacturing, fire protection, sewage treatment, and street sprinkling within Englewood’s present and future service area. vii. Place of Use or Proposed Use of Conditional Rights: The place of use of the water rights decreed herein shall be the service area of Englewood as it presently exists and as it may exist in the future, including any lands to which Englewood provides water for municipal purposes under an existing or future contract of supply. 6.

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Provide a detailed outline of what has been done toward completion or for completion of the appropriation and application of water to a beneficial use as conditionally decreed, including expenditures: Pursuant to the Decree issued in Case No. 90CW222, the subject water rights are part of Englewood’s overall water system, and diligence on any part of that system will be considered diligence as to the subject conditional water rights. The existence of these water rights is necessary in order to allow Englewood to plan for growth and to maintain flexibility and reliability in its water supply system. During the diligence period of November 2011 to November 2017, in continuing the development of the subject water rights, Englewood has undertaken significant efforts on various components of its unified water system. Activities that have been performed toward completion of the appropriation and application of the subject water rights to beneficial use are described below. This list is not intended to be exhaustive. A. Englewood expended over $400,000.00 on various water diversion, measurement, and distribution system improvements. These include improvements to various ditches, wells, pumps, pipes, flumes, and gulches, including expenditures of more than $100,000.00 to improve the City Ditch by replacing the pipe inlet and screen on City Ditch at two locations, installing a Mariposa headgate on the City Ditch, and designing and installing a release point at Big Dry Creek from City Ditch. B. Englewood expended over $200,000.00 in connection with improvements to McLellan Reservoir and associated facilities including the toe drain, pump station, feed line and distribution main. C. Englewood expended $10,619.35 in 2014 on an asset management program license. D. Englewood expended $1,214,830.00 on a roof rehabilitation project for its 3 million gallon overhead storage tanks and maintenance for the tanks, as well as maintenance on the Solar Bee mixing units for the Belisle Reservoir. E. Englewood expended $43,996.00 to remove trees that interfered with the Englewood water system. F. Englewood expended $488,569.00 replacing the roof on the Allen Water Treatment Plant. G. Englewood expended $4,000.00 repairing the Little Dry Creek siphon. H. Englewood engaged water resource engineers to protect and enhance Englewood’s water rights and participated in numerous Water Court cases to protect the quality and quantity of the water rights decreed in Case No. 90CW222 and its other water rights, from injury by other parties. Englewood filed diligence applications on other conditional decrees which are part of its integrated system. WHEREFORE, Englewood respectfully requests that this Court enter Findings of Fact and a Decree of Reasonable Diligence for 20 cfs of the Big Dry Creek water right, 15 cfs of the Little Dry Creek water right, and 34.79 cfs of the City Ditch Manifold at Chatfield Reservoir water right. Number of pages in Application: 6. 17CW3187 CITY OF ENGLEWOOD, Mr. Thomas J. Brennan, Director of Utilities, 1000 Englewood Parkway, Englewood, CO 80110-0110, 303-762-2636. Peter D. Nichols, Katherine A.D. Ryan, Megan Gutwein, Berg Hill Greenleaf Ruscitti LLP, 1712 Pearl Street, Boulder, CO 80302, 303-402-1600. Application for Sextennial Finding of Reasonable Diligence in ARAPAHOE, DOUGLAS AND JEFFERSON COUNTIES. 2. Summary of Application: Englewood is a municipal corporation of the State of Colorado. Englewood owns and operates municipal water and sewer utility systems for the benefit of its citizens, and for the provision of water and sewer service contracts. This application claims diligence for Englewood’s conditional water storage right and conditional refill right in McLellan Reservoir as decreed in Case No. 90CW219 on July 5, 1994. 3. Names of Structures: McLellan Reservoir Enlargement and the McLellan Reservoir Refill. a. Legal Description of Reservoir: The reservoir is located in Sections 32 and 33 of Township 5 South, Range 68 West, of the 6th P.M., and Sections 4 and 5, Township 6 South, Range 68 West, of the 6th P.M., with the initial point of survey being a point whence the SE corner of Section 32, Township 5 South, Range 68 West, of the 6th P.M. bears South 71º 00’ East 2,489.5 feet, as described in the decree for such reservoir which was entered in Civil Action No. 3635, in the District Court in and for the County of Douglas, State of Colorado, dated May 18, 1972. 4. Description of the Conditional Water Rights: A. Date of Original Decree and Subsequent Decrees: July 5, 1994, in Case No. 90CW219 Water Division No. 1; August 13, 2001, in Case No. 00CW121 Water Division No. 1; November 8, 2011 in Case No. 08CW039 Water Division No. 1. B. Source: The South Platte River and its tributaries upstream from Englewood’s former pumping plant located at a point formerly on the East side of said South Platte River whence the SE corner Section

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32, Township 5 South, Range 68 West, of the 6th P.M. bears South 72º 45’ East 6,026.8 feet, including, but not limited to, Dad Clark Gulch. C. Appropriation Date: December 17, 1990. D. Amount Claimed: 1,509.5 acre feet CONDITIONAL water storage right; 4,616 acre feet CONDITIONAL refill right. E. Location of Points of Diversion: i. Englewood’s former pumping plant located at a point formerly on the East side of said South Platte River whence the SE corner of Section 32, Township 5 South, Range 68 West, of the 6th P.M. bears South 72º 45’ East 6,026.8 feet, by means of a well or wells; provided, however, that diversion by means of a well shall not be permitted except pursuant to an amendment to the decree entered in 90CW219. ii. Dad Clark Gulch at McLellan Reservoir, which is located in Sections 32 and 33 of Township 5 South, Range 68 West, of the 6th P.M., and Sections 4 and 5, Township 6 South, Range 68 West, of the 6th P.M., with the initial point of survey being a point whence the SE corner of Section 32, Township 5 South, Range 68 West, of the 6th P.M. bears South 71º 00’ East 2,489.5 feet. iii. City Ditch, the headgate of which is now located at the outlet manifold of Chatfield Reservoir, described as the centerline of the Chatfield manifold which intersects the centerline of the dam at a point whence the SW Corner of Section 1, Township 6 South, Range 69 West, of the 6th P.M., Jefferson County, bears North 49º West a distance of 4,070 feet. iv. High Line Canal, the headgate of which is located in Section 33, Township 6 South, Range 69 West, of the 6th P.M. v. South Platte Alluvial Well Field No. 2, which is located in Section 31, Township 5 South, Range 68 West, of the 6th P.M., and is more particularly described as follows: Six (6) wells, having estimated pumping capacities of 1500 to 2000 gpm and estimated depths of 45 to 55 feet, proposed to be constructed in the South Platte River alluvium downstream from Chatfield Reservoir within 200 feet of the following locations in the East 1/2 of Section 31, Township 5 South, Range 68 West, 6th P.M.:

Well No. Distance from North Section Line (feet)

Distance from East Section Line (feet)

SP-9 3130 400 SP-10 2780 700 SP-11 3590 400 SP-12 2580 550 SP-13 2180 150 SP-14 3930 50

vi. South Platte Alluvial Well Field No. 1, eight (8) wells, having estimated pumping capacities of 1500 to 2000 gpm each and estimated depths of 45 to 55 feet, proposed to be constructed in the South Platte River alluvium downstream from Chatfield Reservoir within 200 feet of the following locations in the North 1/2 of Section 6, Township 6 South, Range 68 West, 6th P.M.:

Well No. Distance from North Section Line (feet)

Distance from East Section Line (feet)

SP-1 450 3180 SP-2 350 2400 SP-3 300 2100 SP-4 250 1750 SP-5 1050 1750 SP-6 1050 2100 SP-7 1000 2550 SP-8 950 3080

Provided, however, that diversion by means of a well (under any paragraph hereof) shall not be permitted except pursuant to an amendment to the decree entered in 90CW219, incorporating terms and conditions sufficient to prevent injury to other water rights vested as of the date of the 90CW219 decree. F. Type of Use or Proposed Use: Municipal, domestic, industrial, commercial, irrigation (including watering of parks, lawns, and gardens), stock watering, recreational, fish and wildlife propagation and maintenance, manufacturing, fire protection, sewage treatment, street sprinkling, and other beneficial municipal purposes. In addition, such water may be used for exchange purposes, for replacement of depletions

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resulting from use of water from other sources, and for augmentation purposes. G. Place of Use or Proposed Use of Conditional Rights: The place of use of the subject water rights shall be the service area of Englewood as it presently exists and as it may exist in the future, including any lands to which Englewood provides water for municipal or irrigation purposes under an existing or future contract of supply. 5. Provide a detailed outline of what has been done toward completion or for completion of the appropriation and application of water to a beneficial use as conditionally decreed, including expenditures: Pursuant to the Decree issued in Case No. 90CW219, the subject water rights are part of Englewood’s overall water system, and diligence on any part of that system will be considered diligence as to the subject conditional water rights. The existence of these water rights is necessary in order to allow Englewood to plan for growth and to maintain flexibility and reliability in its water supply system. During the diligence period of November 2011 to November 2017, in continuing the development of the subject water rights, Englewood has undertaken significant efforts on various components of its unified water system. Activities that have been performed toward completion of the appropriation and application of the subject water rights to beneficial use are described below. A. Englewood expended over $200,000.00 in connection with improvements to McLellan Reservoir and associated facilities including the toe drain, pump station, feed line and distribution main. B. Englewood expended over $400,000.00 on various water diversion, measurement, and distribution system improvements. These include improvements to various ditches, wells, pumps, pipes, and flume and gulches, including expenditures of more than $100,000.00 to improve the City Ditch by replacing the pipe inlet and screen on City Ditch at two locations, installing a Mariposa headgate on the City Ditch, and designing and installing a release point at Big Dry Creek from City Ditch. C. Englewood expended $10,619.35 in 2014 on an asset management program license. D. Englewood expended $1,214,830.00 on a roof rehabilitation project for its 3 million gallon overhead storage tanks and maintenance for the tanks, as well as maintenance on the Solar Bee mixing units for the Belisle Reservoir. E. Englewood expended $43,996.00 to remove trees that interfered with the Englewood water system. F. Englewood expended $488,569.00 replacing the roof on the Allen Water Treatment Plant. G. Englewood expended $4,000.00 repairing the Little Dry Creek siphon. H. Englewood engaged water resource engineers to protect and enhance Englewood’s water rights and participated in numerous Water Court cases to protect the quality and quantity of the water rights decreed in Case No. 90CW219 and its other water rights, from injury by other parties. Englewood filed diligence applications on other conditional decrees which are part of its integrated system. WHEREFORE, Englewood respectfully requests that this Court enter Findings of Fact and a Decree of Reasonable Diligence for 1,509.5 acre feet of the McLellan Reservoir Enlargement; and 4,616 acre feet of the McLellan Reservoir Refill. Number of pages in Application: 6. AMENDMENTS 15CW3173, CECIL’S KERSEY FARMS, LLC, Attn: Vernon Cecil, 1639 - 35th Avenue Court, Greeley, CO 80634. Please send all further pleadings and correspondence to: Sara J.L. Irby, Fischer, Brown, Bartlett and Gunn, P.C., 1319 E. Prospect Rd., Fort Collins, CO 80525. AMENDED APPLICATION FOR REASONABLE DILIGENCE AND TO MAKE CONDITIONAL WATER RIGHT ABSOLUTE in WELD COUNTY. 2. Name of Structure. Well No. 81012-F (the “Well”). 3. Purpose of Amended Application. Applicant filed its original application for a Finding of Reasonable Diligence and to Make the Conditional Water Right Absolute on December 29, 2015 (“Original Application”). Paragraph 5(C) of the Original Application states that “Applicant may prove additional times, rates of diversion and beneficial uses as this case proceeds and reserves the right to do so. Applicant also reserves the right to seek to make any amounts diverted and beneficially used during the pendency of this application absolute as part of this application.” See Original Application at Paragraph 5(C). By this Amended Application, Applicant increases its claim to make the water right absolute from an amount of 2.245 cfs to the full amount claimed for the water right, totaling 2.62 cfs for irrigation purposes, based on pumping of the Well and use of the water for irrigation purposes during the pendency of the Original Application. Applicant also amends the permit number for the Well. 4. Description of

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conditional water right. A. Date of Original Decree: December 2, 2009, Case No. 2007CW47, District Court, Water Division No. 1. B. Location and Legal Description of Well: The Well is located in the SW1/4 of the SW1/4, Section 17, Township 5 North, Range 64 West of the 6th P.M., Weld County, Colorado at a point 577.5 feet north and 46.2 feet east of the southwest section corner. C. Sources of Water: Groundwater tributary to the South Platte River. D. Appropriation Date: March 23, 2007. E. Amount Claimed: 2.62 cfs CONDITIONAL. F. Use: Irrigation of a total of approximately 138 acres located in the SW1/4, Section 17, Township 5 North, Range 64 West of the 6th P.M, Weld County, Colorado in conjunction with the water right decreed in Case No. W-487, District Court, Water Division No. 1, as shown on Exhibit A. 5. Provide a detailed outline of what has been done toward completion or for completion of the appropriation and application of water to a beneficial use as conditionally decreed, including expenditures, during the previous diligence period: Should the Court determine that any of the conditionally decreed water rights have not been made absolute, as described in Paragraph 6 below, Applicant reasserts the diligence claimed in the Original Application, as well as additional diligence activities that were undertaken during the pendency of the Original Application, as follows: In addition to the actual use of the Well described below in Paragraph 6, during the diligence period, Applicant continued to maintain and operate the Well and its related structures. Applicant used the Well to irrigate the lands located in the SW1/4, of Section 17, Township 5 North, Range 64 West of the 6th P.M., Weld County, Colorado throughout the diligence period and pumped approximately 180 to 250 acre-feet a year for such irrigation purposes. Additionally, Applicant reported monthly use to the State Engineer and Division Engineer, paid annual assessments for inclusion of the Well in the GMSD Plan, paid for the electricity used to pump the Well, and performed a meter test on the Well in July 2015 to remain in compliance with the Division of Water Resources’ rules and regulations. Further, since the filing of the Original Application, Applicant also applied for and incurred legal and engineering fees for the issuance of a new well permit on June 16, 2017 for the subject water right. Applicant has demonstrated continued intent and progress toward finalizing this conditional water right and has further shown that the conditional decree is being pursued in a manner that confirms that beneficial uses of any remaining conditional water right, if any, can and will occur. Applicant reserves the right to assert and demonstrate that during the diligence period other or additional activities have been undertaken or accomplished toward completion of the appropriation. 6. Claim to make absolute: A. On August 19, 2017, Applicant pumped the Well at a rate of 2.62 cfs. The water pumped from the Well was used for irrigation purposes on lands located in the SW1/4 of Section 17, Township 5 North, Range 64 West of the 6th P.M., Weld County, Colorado. B. Applicant claims 2.62 cfs ABSOLUTE for irrigation purposes, as further described in Paragraph 4(F) above. C. Applicant may be able to prove additional times, rates of diversion and beneficial uses as this case proceeds and reserves the right to do so. Applicant also reserves the right to seek to make any amounts diverted and beneficially used during the pendency of this application absolute as part of this application. 7. Name(s) and address(es) of owner(s) of land on which the well is located, structures are located or upon which water is placed to beneficial use. Applicant owns all structures and places of use. WHEREFORE, Applicant requests a ruling and decree for the following: A. The water rights conditionally decreed in Case No. 07CW47 are made absolute for the full amount claimed in Case No. 07CW47 and for the uses, as further described in Paragraph 6(B) above; B. Should the Court determine that any of the conditionally decreed water rights have not been made absolute, that the Court award Applicant an additional six-year diligence period to make such rights absolute, and for such relief as the Court may deem necessary and proper; and C. Applicant has diligently exercised due and reasonable diligence during the six years following entry of the decree in Case No. 07CW47, District Court, Water Division No. 1, and during the pendency of the Original Application, towards completion or for completion of the portion of the water right that has not yet been perfected, and further demonstrated that it has satisfied the requirements of “can and will”. Application is 6 pages. Per Order, resume will be published by Water Division 2 only (case 17CW3055) 17CW3143, (Division Two case number 17CW3055), James Krehbiel and Tammy Krehbiel, (Please direct all correspondence and inquires regarding this matter to Applicant’s attorney: Henry D. Worley,

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Worley Law Office LLC, 611 North Weber Street, Suite 104, Colorado Springs, CO 80903, email hank.worley@pcisys.net); phone 719.634.8330,Amended Application for Plan for Augmentation IN EL PASO COUNTY. The name, address, telephone number of applicants: James Krehbiel and Tammy Krehbiel, P.O. Box 2593, Monument, CO 80132, e-mail tammyLkrehbiel@gmail.com, phone no. 719.332.3797. 1. Legal description of property: Applicants’ property consists of two contiguous lots located in the NW1/4 Section 15, T. 11 S., R. 67 W., 6th P.M. in El Paso County. The addresses of the two lots are: (1) 18302 Faulkner Street, the legal description of which is “Lot 2 Fontenelle Subdivision No. 2, except parcel by order and decree CV#66671, signed October 29, 1971,” and (2) an unassigned address on Peak View Boulevard, the legal description of which is “that part of Lot 2 Fontenelle Subdivision No. 2 by order and decree CV#66671, signed October 29, 1971" (the “Property”). The two parcels total 5.79 acres in size. A map of the Property was attached to the original application. 2. Statement of amended plan for augmentation. Under the amended plan for augmentation, Applicants seek to pump up to 1.791 acre feet annually from the not nontributary Denver aquifer for 110 years. They anticipate allocating 0.425 acre foot annually for each of two residential lots, and 0.941 acre foot annually for a lot on which a combination residence/bed and breakfast will be located. At the end of 110 years, Applicants’ successors shall be required to construct one or more nontributary Arapahoe aquifer wells on the Property, which must pump at least 0.016 acre foot initially to replace post-pumping depletions caused by pumping the Denver aquifer, and will be allowed to continue pumping of up to 1.791 acre feet of Arapahoe aquifer annually for the remaining 190 year of El Paso County’s 300 year water supply rule. In that case, septic system return flows form the Arapahoe aquifer pumping shall be sufficient to replace depletions for at least 300 years after commencement of pumping the Denver aquifer water. At the end of 300 years, Applicants’ successors shall discontinue use of the Arapahoe aquifer for all uses except for replacement of Denver aquifer post-pumping depletions, and shall pump such Arapahoe aquifer water until the amount of decreed Arapahoe aquifer water has been pumped, or until the Arapahoe aquifer is depleted, whichever occurs first. Thereafter, Applicants’ successor shall be required to construct a well in the nontributary Laramie-Fox Hills aquifer, and to replace continuing post-pumping depletions caused by pumping the not nontributary Denver aquifer, until such time as the obligation to do so is terminated. All the Laramie-Fox Hills aquifer water shall be dedicated for that purpose, unless Applicants request that such post-pumping depletions may be replaced with any other judicially acceptable source of augmentation water, upon judicial approval after appropriate notice, and that request is granted. Water in the Denver and Arapahoe aquifers shall be approved for all beneficial uses except municipal uses; water in the Laramie-Fox Hills aquifer shall be decreed for augmentation purposes. WATER RIGHTS CLAIMED OR HERETOFORE ADJUDICATED THE WATER RIGHTS CLAIMED BY THESE APPLICATIONS MAY AFFECT IN PRIORITY ANY WITHIN THIS DIVISION AND OWNERS OF AFFECTED RIGHTS MUST APPEAR TO OBJECT WITHIN THE TIME PROVIDED BY STATUTE OR BE FOREVER BARRED.

YOU ARE HEREBY NOTIFIED that any party who wishes to oppose an application, or an amended application, may file with the Water Clerk, P. O. Box 2038, Greeley, CO 80632, a verified Statement of Opposition, setting forth facts as to why the application should not be granted, or why it should be granted only in part or on certain conditions. Such Statement of Opposition must be filed by the last day of JANUARY 2018 (forms available on www.courts.state.co.us or in the Clerk’s office), and must be filed as an Original and include $158.00 filing fee. A copy of each Statement of Opposition must also be served upon the Applicant or Applicant’s Attorney and an affidavit or certificate of such service of mailing shall be filed with the Water Clerk.