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TO ALL PERSONS INTERESTED IN WATER APPLICATIONS IN WATER DIVISION 1: Pursuant to CRS, 37-92-302, you are hereby notified that the following pages to comprise a resume of applications and amended applications filed in the office of the Water Clerk for Water Division No. 1 during the month of April, 2003.

2003CW151 DAVID AND TAMARA HOMAN, 655 W. Oak Hill Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Homan Well No. 193859 is located in the NW1/4NE1/4, S34, T6S, R67W, 6th P.M., 1000’ from N and 2400’ from E, a/k/a Oak Hills Subdivision, Lot 1, Filing 1. Source: Non-tributary Lower Dawson Aquifer. Depth: 598’ Appropriation: 2/24/1996 Amount claimed: 15 gpm (1 a/f annually). If well in non-tributary. Name of Aquifer: Lower Dawson Use: Domestic with irrigation of 1/3 acre of lawns and gardens in one singe family home. (3 pages)

2003CW152 WILLIAM AND SANDRA STOLAR, 535 W. Oak Hills Drive, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Stolar Well #152824 is located in the SW1/4NE1/4, S34, T6S, R67W, 6th P.M., 2150’ N and 2490’E, a/k/a Oak Hills Subdivision, Filing 1, Lot 50. Source: Non-tributary Dawson Aquifer Depth: 640’ Appropriation: 11/3/1988. Amount claimed: 25 gpm (1 a/f annually) Use: Irrigation of 1/3 acre of lawns and gardens in 1 single family home.

2003CW153 CHARLES & PAULA CORRIERE, 360 W., Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Corriere Well #128378 located in the SE1/4SW1/4, S34, T6S, R67W, 6th P.M., 1400’ from S and 1900’ from W, a/k/a Oak Hills Subdivision, Filing 1, Lot 38. Source: Non-tributary Dawson Aquifer. Depth: 650’ Appropriation: 3/8/2003 Amount claimed: 12 gpm (1 a/f annually) Use: irrigation of ¼ acre of lawns and gardens in one single family home. (3 pages)

2003CW154 KEVIN G. AND MARY M. LEWIS, 465 West Oak Hills Drive, Castle Rock, CO 80104. Application for Underground Water Right, IN DOUGLAS COUNTY. Lewis Well No. 163259 is located in the SE1/4NW1/4, S34, T6S, R67W, 6th P.M., a/k/a Oak Hills Subdivision, Filing #1, Lot 5. Source: Non tributary Lower Dawson Depth: 563’ Appropriation: 6/18/1992 Amount claimed: 15 gpm (1 a/f annually) Proposed use: Irrigation of ¼ acre of lawns and gardens, l single family home. Recreational horses and animals-we recently purchased the property and are anticipating having no more than 4 horses. (3 pages)

2003CW155 WILLIAM R. AND TRACY E. GOUGER, 348 West Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Gouger Well #109854 is located in the NE1/4SW1/4, S34, T6S, R67W, 6th P.M., 1600’ from S and 2000’ from W, a/k/a Oak Hills Subdivision, Filing 1, Lot 39. Source: Non-tributary Dawson Aquifer Depth: 523’ Appropriation: 8/20/1979. Amount claimed: 12 gpm (1 a/f annually) If well is non-tributary: Name of Aquifer: Dawson formation Use: Irrigation of ½ acre of lawns and garden. 1 single family home, livestock (horses). (3 pages)

2003CW156 KURT AND KIMBERLY STEENHOEK, 8187 North Pinewood Drive, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Leone Well #162709 is located in the SW1/4SE1/4, S33, T6S, R67W, 6th P.M., 1170’ from S and 1845’ from E, a/k/a Oak Hills Subdivision, Filing 2, Lot 78. Source: Non-tributary Lower Dawson Aquifer. Depth: 640’ Appropriation: 1/10/1992 Amount claimed: 7.50 gpm (1 a/f annually) If well is non-tributary: Name of Aquifer: Lower Dawson. If non-irrigation, describe purpose fully: One single family home. (3 pages)

2003CW157 WILLIAM AND CHERYL BODNAR, 75 Oak Hills Drive, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. William Bodnar Well No. 158886 is located in the SW1/4NW1/4, S34, T6S, R67W, 6th P.M., 1790’N and 650’ W, a/k/a Oak Hills Subdivision, Filing 2, Lot 63. Source: Non-tributary. Depth: 400’ Appropriation: 10/5/1990. Amount claimed: 15 gpm (1 a/f annually) If well in non-tributary: Name of Aquifer: Dawson Formation. Use: Irrigation of ¼ acre of lawns and gardens, 1 single family dwelling. (3 pages)

2003CW158 ROGER R. AND ARNA K. CAMPBELL, 8770 Pinewood Court, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Campbell Well No. 180432 is located in the SW1/4NW1/4, S33, T6S, R67W, 6th P.M., a/k/a Oak Hills Subdivision, Filing 2, Lot 66. Source: Non-tributary. Depth: 597’ Appropriation: 10/6/1994 Amount claimed: 10 gpm (1 a/f annually) If well is

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non-tributary: Name of Aquifer: Dawson Formation. Use: Irrigation of ¼ acre of lawns and gardens, one single family home. (3 pages)

2003CW159 DALE & LAURA FURNEY, 636 West Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Furney Well No. 130947 is located in the SW1/4SE1/4, S34, T6S, R67W, 6th P.M., a/k/a Oak Hills Subdivision, Filing 1, Lot 28. Source: Non-tributary Depth: 700’ Appropriation: 10/14/1983 If well is non-tributry: Name of Aquifer: Dawson-Denver. Amount claimed: 15 gpm (1 a/f annually) Use: Irrigation of 1/3 acre of lawns and gardens, 1 single family home. (3 pages) 2003CW160 GEREON AND ROXANNE FREDRICKSON, 576 Oak Hills Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Gerry Fredrickson Well #155902 is located in the SW1/4NE1/4, S34, T6S, R67W, 6th P.M.,1890’ from N and 2140’ from E, a/k/a Oak Hills Subdivision, Filing 1, Lot 51. Source: Non-tributary. Depth: 615’ Appropriation: 12/19/1989 Amount claimed: 9 gpm (1 a/f annually) If well is non-tributry: Name of Aquifer: Lower Dawson. Use: Irrigation of ¼ acre of lawns and gardens, 1 single family dwelling. (3 pages) 2003CW161 STEPHEN SCOTT SHELLHAAS AND DEBORAH L. SHELLHAAS, 502 West Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Shellhaas Well #194899 is located in the SW1/4SW1/4, S34, T6S , R67W, 6th P.M., 810’ from S and 300’ from W, a/k/a Oak Hills Subdivision, Filing 1, Lot 34. Source: Non-tributary Appropriation: 3/28/1996 Amount claimed: 30 gpm (1 a/f annually) If well is non-tributary: Name of Aquifer: Dawson formation . Use: Irrigation of 15,000 sq. ft of lawns and gardens, 1 single family home. (3 pages) 2003CW162 BEHZAD & JANE HADJIMALEKI, 599 West Oakwood Lane, Castle Rock, CO 80108-9268. Application for Underground Water Right, IN DOUGLAS COUNTY. Hadjimaleki Well No. 151312 is located in the SE1/4SW1/4, S34, T6S, R67W, 6th P.M., 340’ from S and 1950’ from W, Oak Hills Subdivision, Filing 1, Lot 18. Source: Non-tributary Depth: 695’ Appropriation: 5/11/1988 Amount claimed: 10 gpm (1 a/f annually) If well is non-tributary: Name of Aquifer: Lower Dawson Use: Irrigation of 1/3 acre, 1 single family home. (3 pages)

2003CW163 JOY BIXBY, 8413 Oak Ct., Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Bixby Well #140261 is located in the NW1/4SE1/4, S34, T6S, R67W, 6th P.M., a/k/a Oak Hills Subdivision , Filing 1, Lot 46. Source: Non-tributary Depth: 650’ Appropriation: 7/10/1985 Amount: 10 gpm (1 a/f annually) If well is non-tributary: Name of Aquifer: Dawson Use Irrigation of 1/3 acre of lawns and gardens in one single family dwelling. (3 pages) 2003CW164 DOUGLAS AND CHRISTINE DILLON, 461 W. Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Dillon Well #158885 is located in the SE1/4SE1/4, S33, T6S, R67W, 6th P.M., 1125’ from S and 190’ from E., a/k/a Oak Hills Subdivision, Filing 1, Lot 11, Source: Non-tributary Dawson Aquifer. Depth: 615’ Appropriation: 11/28/1990 Amount: 11 gpm (1 a/f annually) Use: Irrigation of ¼ acre of lawns and gardens in one single family dwelling. (3 pages) 2003CW165 ROZANNE CECILIA WUERSTI & JOHN DALE WUERSTI, 56 West Oak Hills Drive, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Family Well #109104 is located in the SW1/4NW1/4, S34, T6S, R67W, 6th P.M., 2900’ from S and 400’ from W, a/k/a Oak Hills Subdivision , Filing 1, Lot 62. Source: Dawson Non-tributary. Depth: 580’ Appropria;tion: 5/8/1979 Amount: 12 gpm (1 a/f annually) Use: Irrigation of 1/3 acre of lawns and gardens in one single family home. (3 pages) 2003CW166 MICHAEL E. AND MARGARET A. SMITH, 431 W. Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Smith Well #153828 is located in the NW1/4SW1/4, S34, T6S, R67W, 6th P.M., 1000’ from S and 300’ from W, a/k/a Oak Hills Subdivision, Filing 1, Lot 9. Source: Non-tributary Dawson Formation Depth: 590’ Appropriation: 3/13/1989 Amount claimed: 10 gpm (1 a/f annually) Use: Irrigation of ¼ acre of lawns and gardens in one single family home. (3 pages)

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2003CW167 JOSEPH &ILONA DWOSKIN, 8674 N. Pinewood Ct., Castle Rock, CO 80108-9249. Application for Underground Water Right, IN DOUGLAS COUNTY. Mair Well #140176-A is located in the SE1/4NE1/4, S33, T6S, R67W, 6th P.M., 3620’ S and 100’ E., a/k/a Oak Hills Subdivision, Filing 2, Lot 65. Source: Non-tributary Dawson Aquifer. Depth: 680’ Appropriation: 7/29/1988 Amount: 10 gpm (1 a/f annually) Use: Irrigation of ¼ acre of lawns and gardens in 1 single family home. (3 pages) 2003CW168 RODNEY & MARGARET ANN POBAR, 46717 Sundance Trail, Parker, CO 80138. Application for Underground Water Right, IN ELBERT COUNTY. Pobar Well #117645 is located in the NW1/4NE1/4, S7, T6S, R64W, 6th P.M., 1310’ N and 2015’E, 6th P.M., a/k/a Mountain View Ranches, Lot 145, Filing 4. Source: Non-tributary Dawson Aquifer Depth: 330’ Appropriation: 12/23/1980 Amount: 15 gpm (1.2 a/f annually) Proposed use: 1.2 acres historically irrigated; 1.2 acres proposed to be irrigated in the NW1/4NE1/4, S7, T6S, R64W, 6th P.M., Lot 145, Filing 4, Mountain View Ranches . Irrigation of 20,000 sq. ft of lawns and gardens. 2003CW169 WILLIAM D. HENRY, 6490 North Higheay 85, Sedalia, CO 80135. John G. Lubitz, Allan L. Hale, James C. Hackstaff, Hale Hackstaff Tymkovich, LLP, 1430 Wynkoop St., Suite 300, Denver, Colorado 80202. Telephone:(720) 904-6000 Fax:720) 904-6006. E-mail: jlubitz@halehackstaff.com Application for Underground Water Rights and Well Field Operation, IN DOUGLAS COUNTY. 1. Name, address and telephone number of Applicant:

William D. Henry 6490 North Highway 85 Sedalia, Colorado 80135

FIRST CLAIM FOR RELIEF APPLICATION FOR UNDERGROUND WATER RIGHT WITH RESPECT TO WELL PERMIT

2. Name of structure and permit number:

Henry Well No. 1 Well Permit Number: 159934 DIV. 1, CNTY. 18, WD. 8

A copy of the well permit is attached hereto, and incorporated herein, by reference, as Exhibit A. A. Legal description of well: The well is located in the NW3SE3, Section11, Township 7 South,

Range 68 West of the 6th P.M., within 200 feet from a point which is 1647 feet North of the South Section Line and 3300 feet East of the West Section Line.

B. Source: Exempt well pursuant to C.R.S. ' 37-92-602(3)(b)(II)(A), restricted to groundwater of the Denver aquifer. (1) Depth: Interval between 100 feet and 795 feet. (2) Date of initiation of appropriation: May 1, 1991.

C. Appropriation initiated by: Field inspection, planning studies and construction of the well. D. Amount claimed: 15 gpm. E. Proposed uses: Limited to ordinary household purposes inside one single family dwelling, fire

protection, the watering of poultry, domestic animals, and livestock on farms and ranches, and the irrigation of not over one acre of home gardens and lawns.

F. Name and address of owner of land on which structure is located: Applicant. SECOND CLAIM FOR RELIEF

APPLICATION FOR DETERMINATION OF RIGHT TO USE UNDERGROUND WATER RIGHTS

3. Name of structure(s): Henry Well Field. A. Legal description of well(s): The well(s) will be located in the following described

property, consisting of 160 acres, located in Douglas County, Colorado, to wit: Township 7 South, Range 68 West of the 6th P.M.

Section 11: NW3SE3 Section 11: SW3NE3

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Section 11: SE3NE3 Section 11: NE3SE3

Douglas County, Colorado. B. Source:

(1) Denver Aquifer: Due to the pre-existing exempt well referenced in Applicant=s First Claim for Relief, Applicant is seeking a determination of rights to use Anot non-tributary@ groundwater of the Denver aquifer underlying the remaining 120 acres of Applicant=s property. (a.) Depth: Interval between 100 feet and 795 feet. (b.) Date of initiation of appropriation: January 1, 2003 (c.) Date water applied to beneficial use: N/A (d.) Appropriation initiated by: Field inspection, planning studies and

construction of the well(s). (e.) Amount claimed: 100 gpm. (f.) Proposed uses: Irrigation, commercial, stockwatering, municipal, recreation

and fire protection. (g.) Remarks: With the exception of Applicant=s exempt well, Henry Well

No. 1, water will not be produced from the Denver aquifer until a plan of augmentation for any such diversions has been filed, and approved by the Court.

(h.) Name and address of owner of land on which structure is located:Applicant. (2) Arapahoe Aquifer: Non-tributary groundwater of the Arapahoe aquifer underlying

Applicant=s 160 acre parcel. (a.) Depth: Interval between 795 feet and 1,300 feet. (b.) Date of initiation of appropriation: January 1, 2003 (c.) Date water applied to beneficial use: N/A

(d.) Appropriation initiated by: Field inspection, planning studies and

construction of the well(s). (e.) Amount claimed: 250 gpm. (f.) Proposed uses: Irrigation, commercial, stockwatering, municipal, recreation

and fire protection. (g.) Name and address of owner of land on which structure is located:Applicant.

(3) Laramie-Fox Hills Aquifer: Non-tributary groundwater of the Laramie-Fox Hills aquifer underlying Applicant=s 160 acre parcel. (a.) Depth: Interval between 1,800 feet and 2,050 feet. (b.) Date of initiation of appropriation: January 1, 2003 (c.) Date water applied to beneficial use: N/A (d.) Appropriation initiated by: Field inspection, planning studies and

construction of the well(s). (e.) Amount claimed: 150 gpm. (f.) Proposed uses: Irrigation, commercial, stockwatering, municipal, recreation

and fire protection. (g.) Name and address of owner of land on which structure is located: Applicant.

THIRD CLAIM FOR RELIEF APPLICATION FOR APPROVAL OF WELL FIELD OPERATION

4. Applicant requests judicial approval of well field operation under which all of its rights to groundwater from specific aquifers, or portions of aquifers, of the Denver Basin as described in Applicant=s First and Second Claims for Relief, can be withdrawn from a minimum number of suitably located wells with maximum flexibility as to pumping rates of such wells. Each such group of wells will be referred to herein as a Awell field.@ Said term shall include all of the rights and operational flexibility of Awell field@ as that term is defined in Rule 4.A.13 of the Statewide Nontributary Ground Water Rules, 2 C.C.R. 402-7, and all of the rights and operational flexibility which can be attained by judicial approval for all the wells in a well field to be alternate points of diversion for each other. In addition, such additional wells as are constructed pursuant to the provisions of the decree entered pursuant to this Application, to maintain production of an to recover the amount of groundwater to which Applicant is entitled from each aquifer, shall be included among the wells in said well field.

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MATTERS OF GENERAL APPLICABILITY

5. Additional Requests, Statements and Provisions. The following requests, statements and provisions are applicable to Applicant=s request for approval of his new water right as provided in his First Claim for relief, his request for determination of rights to groundwater as contained in his Second Claim for relief, and his request for approval of well filed operation as contained in his Third Claim for Relief, unless otherwise stated. 6. Description of Land to be Irrigated. The 160 acre parcel of land owned by Applicant, located in Township 7 South, Range 68 West of the 6th P.M., Douglas County, Colorado. 7. Additional Wells. The well fields requested herein shall include each additional well, alternate point of diversion well, supplemental well or replacement well which is necessary to withdraw all of the groundwater in each well field, including the groundwater adjudication as requested in Applicant=s First and Second Claims for Relief, all without publishing additional notice or filing additional pleadings with the Court. 8. Banking. Applicant requests the right to withdraw an amount of water in excess of the decreed allowed average annual amount of withdrawal for each well field, as long as the total amount of water withdrawn from each well field does not exceed the product of the number of years since the date of issuance of the original permit or the original decree for each water right described herein, whichever is first, times the decreed allowed average annual amount of withdrawal. 9. Pumping Rates. Applicant may withdraw the total annual average amount of water provided herein for each well field from any combination of the wells in that well field. The pumping rates for each well in that well field may exceed the nominal pumping rates set forth herein, to the extent necessary to withdraw the full allocation of water from that well field. 10. Ownership and Notice. Applicant owns the sites upon which all structures associated with this matter will be located. 11. Records. Applicant will maintain such records and make such measurements of water as may be reasonably required by the Division Engineer. WHEREFORE, Applicant requests entry of a decree providing the following relief:

A. Confirming a new groundwater right for Henry Well No. 1, as set forth in Applicant=s First Claim for Relief; and

B. Confirming a determination of right to use groundwater rights for Henry Water Rights, as set forth in Applicant=s Second Claim for Relief; and

C. Confirming approval of well field operations, as set forth in Applicant=s Third Claim for Relief; and

D. Awarding such other relief as the Court may deem appropriate. PLEASE NOTE: THE FOLLOWING CASE NUMBERS 2003CW170 THROUGH 2003CW182 ARE OUT OF SEQUENCE AND ARE IN THE MARCH 21003 RESUME. 2003CW183 (94CW091) WANDALEA WOLFE MALMO HENSON, P.O. Box 944, 212 S. DeSoto St., Florence, AZ 85232. Application for Findings of Reasonable Diligence, IN WELD COUNTY. Wolfe/Malmo Well No. 3 is located in the NW1/4NE1/4, S4, T9N R63W, 6th P.M., 70’ from N and 1470’ from E of NE corner of S4. Source: Groundwater Appropriation: 6/1/1915 Amount: 50 gpm (CONDITIONAL) Proposed use: Irrigation of 2 acres of lawns and gardens, the water will also be used to water stock, perhaps some domestic use. Remarks: I have not been able to place this well in operation due to finances, age and health problems. (3 pages) 2003CW184 CITY OF ENGLEWOOD. (David G. Hill, BERG HILL GREENLEAF & RUSCITTI LLP, P. O. Box 1719, Boulder, CO 80306. Phone Number:(303) 402-1600 Fax Number:(303) 402-1601. E-mail:dgh@bhgrlaw.com). APPLICATION FOR SEXTENNIAL FINDING OF REASONABLE DILIGENCE, IN PARK COUNTY 1. Name and Address of Applicant: City of Englewood, Attn: Utilities Director, 1000 Englewood Parkway, Englewood, CO 80110. (303)762-2636. 2. Name of Structure:

Como Reservoir 3. Description of Conditional Water Rights:

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A. These rights were conditionally decreed on September 4, 1990, in Case No. 85CW393, District Court, Water Division No.1, Colorado. Englewood previously filed an Application for Quadrennial Finding of Reasonable diligence in 96CW215 on September 26, 1996.

B. Location: The outlet of the reservoir is to be located at a point whence the SW corner of Section 34 , Township 8 South, Range 76 West, 6th P.M., Park County, bears South 49 degrees West a distance of 1, 350 feet, said outlet being located in the SW 1/4 of said Section 34. The reservoir will be in portions of Sections 33 and 34 of Township 8 South, Range 76 West and portions of Section 4, Township 9 South, Range 76 West. The reservoir will receive water from two ditches: the headgate of proposed Como Ditch No. 1 will be located on the North bank of Trout Creek at a point whence the NW corner of Section 6, Township 9 South, Range 76 West, 6th P.M., bears North 11 degrees West a distance of 1,000 feet, said headgate lying within the NW 1/4 of Section 6.

The headgate of proposed Como Ditch No.2 will be located on the South bank of Tarryall Creek at a point whence the SW corner of Section 20, Township 8 South, Range 76 West, 6th P.M., bears South 1 degree East a distance of 2,500 feet, said headgate lying within the NE 1/4 Section 19 Township 8 South, Range 76 West, 6th P.M.

Como Ditch No.1 and Como Ditch No.2 will each have a capacity of 100 cubic feet per second. C. Source:

Trout Creek, Tarryall Creek and Park Gulch, all tributary to the South Platte River. D. Appropriation Date: October 15, 1985 Amount: 7,900 acre-feet, CONDITIONAL E. Use:

Water stored in Como Reservoir will be used for all municipal uses including domestic, commercial, manufacturing, industrial, stock watering, hydroelectric power generation and power generally, irrigation, including watering of parks, lawns and gardens, fire protections, recreation, piscatorial, wildlife, sewage treatment, street sprinkling, maintenance of adequate storage reserves, may be sued for exchange purposes, for replacement of depletions resulting from use of water from other sources, and augmentation purposes upon entry of appropriate decree or decrees for such operations.

4. Diligence Activities: Pursuant to the Decree issued in 96CW215, this exchange is part of a unified extensive system for the collection, treatment and distribution of water operated by the City of Englewood. For the purposes of showing diligence as to 96CW215, diligence as to any part of Englewood’s water rights system used to operate or benefit from these exchanges shall be diligence as to the completion of the exchanges.

a. Because Englewood has an integrated system, the following listed items represent system wide projects and work that have been completed or are in the process of being completed which pertain to 96CW215. This list is not intended to be exclusive. i. During this diligence period, Applicant has expended substantial funds in renegotiating a

new contract for the provision of water to Centennial Water and Sanitation District including that derived from the decrees entered in Case Nos. 90CW223.

ii. During this diligence period, Applicant has participated in numerous Water Court cases to protect the quality and quantity of the water rights decreed in 90CW223, and its other water rights, from encroachment by other parties.

iii. During this diligence period, Applicant has filed diligence applications on other conditional decrees which are part of its integrated system.

iv. During this diligence period, Applicant has undertaken to make major improvements in the Allen Water Treatment Plant, including expending over $15,000,000.00 to improve the Filter Plant. Primary improvements include pre-treatment processes and addition of activated carbon filters. (The Stewart H. Fonda Millenium Addition to the Allen Water Treatment Plant).

v. During this diligence period, Applicant engaged in piping City Ditch from the Chatfield Reservoir outlet manifold to its McLellan Reservoir pump station to avoid waste and seepage and allow winter use of the ditch.

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vi. During this diligence period, Applicant arranged to install its McBroom Ditch pipeline upon the new Oxford bridge crossing of the South Platte River.

vii. During this diligence period, Applicant has purchased over 5,000 feet of pipeline and fittings for the McBroom Ditch Pipeline at a cost of over $200,000.00.

viii. During this diligence period, Applicant has entered into a contract with SEMA Construction for over $100,000.00 to construct the McBroom Ditch Pipeline from the McBroom Ditch to Englewood’s forebay reservoir at Union Avenue and the South Platte River.

ix. During this diligence period, Applicant completed the foregoing pipeline from McBroom Ditch to Englewood’s forebay reservoir at Union Avenue and the South Platte River.

x. During this diligence period, Applicant engaged in extensive litigation to protect water rights from depletion by plans for augmentation that do not provide for adequate water supplies, including the litigation in 02CW108 which included extensive briefing of the legal issues involved therein both at the water court level and the Colorado Supreme Court. Englewood expended over $28,000.00 in legal fees associated with the litigation involved in 02CW108.

xi. During this diligence period, Applicant engaged in litigation at substantial expense to be able to use Bi-City effluent as a substitute supply for Applicant’s augmentation plans and plans of exchange.

xii. During this diligence period, Applicant has filed objections in various change cases in order to ensure that the standard of historic use is followed.

xiii. During this diligence period, Applicant has engaged in litigation with the State Engineer regarding the proper amount of water that may be pumped from the LFM2 Well.

ivx. During this diligence period, Applicant expended substantial sums with regard to litigation in the Park County Sportsman’s Ranch litigation in 96CW014. Specifically, Englewood expended over $92,533.60 in costs associated with professional fees of Martin and Wood Water Consultants, Inc., and approximately $111,904.71 in attorneys fees from July of 1997 to the present.

vx. During this diligence period Applicant obtained engineering services for drilling a well on the Englewood Golf Course into the Arapaho formation. The costs in the diligence period associated with same, are approximately $245,000.00.

vxi. Applicant can and will divert water by means of the exchange and will put this water to beneficial use.

b. The following listed items are specific projects and work that have been completed or are in the process of being completed pertaining to the water rights at issue in 96CW215. This list is not meant to be exclusive. i. During this diligence period, Applicant engaged Martin and Wood Water Consultants,

Inc. to quantify the water available under the decree entered in Case No. 96CW215. Applicant incurred costs associated with the engagement of Martin and Woods and such costs shall be proven at trial.

ii. Applicant has engaged the land, mineral and water consulting firm of Applegate Group, Inc., to perform a feasibility study pertaining to Como Reservoir. The charges incurred by Englewood in connection with the feasibility study were over $16,000.00.

WHEREFORE, Applicant Englewood respectfully requests the judgment and decree of this Court that the Court find diligence in the development of those portions of the appropriative rights not made absolute, and continue the conditional decree for said structures and remaining amount for the statutory period, and any other relief it finds just and appropriate in these circumstances. 2003CW185 ROBERT AND ELIZABETH HOLT, 479 W. Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. (originally) Calisto Well #151170 is located in the SE1/4SE1/4, S33, T6S, R67W, 6th P.M., a/k/a Oak Hills Subdivision, Filing 1, Lot 12. Source: Non-tributary Dawson Aquifer Depth:685’ Appropriation: 6/3/1988 Amount: 10 gpm (1 a/f annually) Use: Irrigation of ½ acre of lawns and gardens in 1 single family home. (3 pages)

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2003CW186 The City and County of Denver, acting by and through its Board of Water Commissioners (“Denver Water”), a quasi-municipal corporation and political subdivision of the State of Colorado, submits this Application for Adjudication of Nontributary and Not Nontributary Underground Water Rights from the Upper Arapahoe Aquifer and Nontributary Underground Water Rights from the Lower Arapahoe, and Laramie-Fox Hills Aquifers, IN DENVER COUNTY. Patricia L. Wells, Michael L. Walker, Henry C. Teigen, Casey S. Funk, Mary B. Rastall, Anne E. Winans, Attorneys for Applicant, the City and County of Denver, acting by and through its Board of Water Commissioners, Address: 1600 West 12th Avenue, Denver, Colorado 80204-3412. Phone Number: 303-628-6460. Fax Number: 303-628-6478. E-mail: henry.teigen@denverwater.org

UNDERGROUND WATER RIGHTS

1. Name and address of Applicant: Denver Water Department 1600 West 12th Avenue Denver, Colorado 80204-3412 2. Well Permits: Well permits will be applied for prior to construction of the wells which are the subject of this application. 3. Legal Description of Wells and Subject Property: Each proposed well will be located on the Subject Land described in ¶ 10.b. on land included within the City and County of Denver’s municipal boundary as that boundary existed on January 1, 1985. 4. Source of Water Rights: The source of the ground water to be withdrawn is the not nontributary and nontributary Upper Arapahoe and Nontributary Lower Arapahoe and Laramie-Fox Hills aquifers underlying the subject property as described in § 37-90-103(10.5), C.R.S. This water will be developed by numerous and diverse wells within the City and County of Denver. A feasibility study to develop said water is currently being prepared. 5. Date and Manner of Appropriation and date of Application to Beneficial Use: A. Date of Appropriation: Not applicable to the nontributary ground water requested herein. If, determined applicable at any time by the Court or General Assembly, the date claimed is August 21, 2002. B. How Appropriation was Initiated: Not applicable to the nontributary ground water requested herein. If, determined applicable, the appropriation was initiated by the formation of intent to appropriate by adoption of a resolution pursuant to C.R.S. § 37-90-137(8), by geohydrologic investigation of ground water availability, by resolution of Denver Board of Water Commissioners dated August 21, 2002, and by filing this application.6. Estimated Amounts: Aquifer

Land Acreage

Minimum Thickness (ft.)

Average Thickness (ft.)

Maximum Thickness (ft.)

Specific Yield

Acre-feet

Upper

Arapahoe Not nontributary

11, 344

39.40

79.18

118.62

.17

197,218

Upper

Arapahoe Nontributary

31, 678

21.88

103.43

142.83

.17

418,667

Lower

Arapahoe Nontributary

42, 802

45.48

85.52

112.10

.17

621,322

Laramie-Fox

Hills Nontributary

54, 516

175.00

206.76

250.00

.15

1,672,262

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7. Total Amount of Water Claimed: All unappropriated not nontributary and nontributary ground water in the Upper Arapahoe and nontributary groundwater in the Lower Arapahoe and Laramie-Fox Hills Aquifers underlying the Subject Land, being the land described in Paragraph 10.B. below and mapped on Exhibit A1 through A9 attached hereto and incorporated herein by reference, all of which land was included with the City and County of Denver’s municipal boundaries as of January 1, 1985. A. Pursuant to C.R.S. § 37-90-137(4), Denver Water seeks a determination and confirmation its rights to all unappropriated not nontributary and nontributary ground water in the Upper Arapahoe underlying (#CSR) of Subject Land, and to all the nontributary ground water in the Lower Arapahoe and Laramie-Box Hills Aquifers underlying the (#CSR) of Subject Land over the statutorily described 100-year life for these aquifers. B. Denver Water has determined the amount of nontributary ground water available for appropriation from these aquifers utilizing the Denver Basin Rules of the State Engineer, 2 CCR 402-6, which presumptively establish the specific yield and the number of feet of saturated aquifer materials in each aquifer beneath the Subject Land described in ¶ 10.B. herein. To determine the acreage to which the specific yield and saturated thickness values apply, Denver Water had deducted, where applicable, other permitted and/or decreed prior appropriations of ground water. Further, Denver has omitted from the Subject Land of all “cylinders of appropriation” of wells addressed in § 37-90-137(5), C.R.S. (“pre-S.B. 213 wells”). Legal descriptions of excluded areas are listed in Exhibit B1, B2 and B3. Accordingly, Denver Water has determined that it is entitled to withdraw the following amounts of ground water from beneath the Subject Land: Not Nontributary Upper Arapahoe Aquifer: 1,972.18 acre-feet per year Nontributary Upper Arapahoe Aquifer: 4,186.67 acre-feet per year Nontributary Lower Arapahoe Aquifer: 6,213.22 acre-feet per year Nontributary Laramie-Fox Hills Aquifer: 16,722.62 acre-feet per year Although Denver Water estimated the amounts of ground water available for withdrawal from each aquifer based upon the Denver Basin Rules, different aquifer characteristics may be shown to exist and the total amount of ground water available may change as more site-specific data is obtained. Denver Water requests the right to revise these estimates based upon new data and to obtain a decree for whatever amount of ground water is shown to underlie the Subject Land without the necessity of amending this Application or of Republishing the same. C. The State Engineer has classified the ground water in the Upper Arapahoe to be not nontributary and nontributary, and the Lower Arapahoe and Laramie-Fox Hills Aquifers underlying the Subject Land described in ¶ 10.B. as nontributary ground water as that term is defined in C.R.S. § 37-90-103(10.5 and 10.7). Denver Water asserts that the withdrawal of the amount of nontributary ground water set forth in ¶7.B. from the respective aquifers underlying the Subject Land described in ¶ 10.B., under the terms and conditions stated herein, will not result in material injury to the vested water rights of others and will not, within 100 years, deplete the flow of any natural stream at an annual rate greater than one- tenth of one percent of the annual rate of withdrawal. D. Denver Water requests that this Court determine that Denver Water has the right to appropriate, withdraw and use all of the nontributary and not nontributary ground water in the Upper Arapahoe, and all the nontributary ground water in the Lower Arapahoe and Laramie-Fox Hills. Aquifers lying beneath the Subject Land Described in ¶ 10.B. based upon its resolution adopted pursuant to C.R.S. § 37-90-137(8). 8. Proposed Use of Water: The nontributary and not nontributary ground water from the Upper Arapahoe and nontributary ground water from the Lower Arapahoe and Laramie-Fox Hills Aquifers which is the subject of this application will be incorporated into Denver Water’s actual municipal service plan and will be used, reused, and successively used and otherwise disposed of for all purposes including municipal, domestic, industrial, commercial, fire protection, irrigation, stock watering, recreation, fish and wildlife, sanitary purposes, storage, augmentation or exchange as needed in order to provide municipal water supply within Denver Water’s municipal service area. The ground water may be produced presently or in the future for immediate application to beneficial use or for storage and subsequent application to beneficial use. Such use may be made through the integrated water supply system operated by the Denver Water and serving property within Denver Water’s municipal service area. The not nontributary ground water from the Upper Arapahoe aquifer will not be used until a decreed plan of augmentation has been obtained. 9. Names and addresses of owners of land upon which wells are located: The proposed wells described above are to be located on land owned by Denver Water. Denver Water Department

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1600 West 12th Avenue Denver, Colorado 80204-3412 To the extent Denver Water wishes to construct any well(s) on property owned by another, Denver Water shall obtain the consent of the landowner(s) or shall acquire the right to construct such well(s) through exercise of its power of eminent domain. 10. Remarks: A. State Engineer Determinations of Facts Prior to the issuance of a decree, Denver Water will supplement this Application with evidence that the State Engineer has issued or failed to issue, within four (4) months of the filing of this Application with this Court, a determination as to the facts of this Application. B. Description of the Subject Land The Subject Land is within the boundary of the City and County of Denver and Denver Water’s municipal boundary as it existed on January 1, 1985, is outside the boundary of any designated groundwater basin, and is more particularly described as follows: 1. The Subject Land overlying the not nontributary portion(s) of the Upper Arapahoe Aquifer comprises 11, 344 acres of land and the Subject Land overlying the nontributary portion(s) of the Upper Arapahoe Aquifer comprises 32, 678 acres of land, all of which is depicted on Exhibit C hereto. 2. The Subject Land overlying the nontributary Lower Arapahoe Aquifer comprises 42, 802 acre of land, all of which is depicted on Exhibit D hereto. 3. The Subject Land overlying the nontributary Laramie-Fox Hills Aquifer comprises 54, 516 acres of land, all of which is depicted on Exhibit E hereto. C. Wells 1. Permits Denver Water will file any necessary well permit application prior to construction of any well to withdraw the nontributary ground water decreed herein. Denver Water requests a determination that a failure to construct any well(s) within the period of time specified in the well permits shall not extinguish the underlying water right. Denver Water further requests a determination that, at such time as it is prepared to drill its wells, the State Engineer shall issue new well permits to replace any well permits which have expired and that said well permits be issued in accordance with the terms of the decree herein. 2. Alternate Points of Diversion and Pumping Rates. Denver Water requests that each well in the same aquifer as described in Paragraphs 2 and 3 be designated as a point of diversion for all of the nontributary ground water in that aquifer. 3. Well Fields Denver Water requests that each well on the Subject Land completed into the same aquifer, and all additional wells constructed into the same aquifer, including supplemental, replacement, and/or alternate point of diversion wells, be determined to constitute a “well field” as that term is defined in the Statewide Nontributary Ground Water Rules, 2 CCR 402-7, Rule 4(a)(ll). D. Water Banking Denver Water requests the right to withdraw from any well or combination of wells completed into the same aquifer, including any additional well, an amount of ground water in excess of the annual amount decreed so long as the sum of the total withdrawals from the well(s) does not exceed the product of the number of years since the date of issuance of the well permits or entry of decree herein (whichever occurs first) multiplied by the allowed average annual withdrawal volume for the aquifers as decreed herein. E. Conditional Water Rights Pursuant to § 37-92-305(ll), 15 C.R.S. (as amended), Denver requests a finding that the rights to not nontributary and nontributary ground water requested herein are vested property rights, not conditional water rights, and the requirements of § 37-92-102(6), 301(4), and 601, 15 C.R.S. (*as amended) pertaining to conditional water rights and sextennial findings of reasonable diligence are inapplicable to rights to such ground water. F. Relinquishment Pursuant to § 37-82-106, C.R.S., Denver Water requests a finding that it or its successors or assigns may use, reuse, and successively use to extinction the nontributary water decreed herein, subject only to the relinquishment of no more than the statutory percentage set forth in 37-90-137(9)(c)(I) as it pertains to not-nontributary water. G. Retained Jurisdiction Denver Water requests that the Court retain jurisdiction over this case pursuant to § 37-92-305(ll), 15 C.R.S. as necessary to provide for the adjustment of the annual amount of

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withdrawal allowed to conform to actual local aquifer characteristics, including determination of actual specific yield and saturated thickness values. H. Consent to Use By Resolution adopted on August 21, 2002, in accordance with the requirements of C.R.S. § 37-90-137(8), Denver Water has obtained the consent of landowners within its municipal boundaries as they existed on January 1, 1985, to the appropriation, withdrawal, and use by Denver Water of the nontributary ground water involved in this Application. Accordingly, Denver Water requests a finding that the notice provisions of § 37-92-302(2)(c) do not apply to this application. I. As to any portion of said water that may be classified as not-nontributary, Denver Water shall file shall file an augmentation plan prior to construction of a not-nontributary well and the use of water there from. WHEREFORE, Denver Water requests that this Court enter a decree: I. Granting the Application and awarding the water rights claimed and confirming Denver Water’s right to appropriate, withdraw, and use all of the unappropriated not nontributary and nontributary ground water in the Upper Arapahoe and nontributary ground water in the Lower Arapahoe, and Laramie-Fox Hills Aquifers underlying the Subject Land described in ¶ 10.B. herein. II. Specifically determining that the water which is the subject of this Application, excepting the not nontributary portion of the Upper Arapahoe, is “nontributary ground water” as that term is defined by § 37-90-103(10.5), C.R.S., that such water is located outside the boundaries of any designated ground water basin in existence on January 1, 1985, and that withdrawal of said water will not, within one hundred years, deplete the flow of a natural stream, including a natural stream as defined in § 37-82-101(2) and § 37-92-102(1)(b), C.R.S., at an annual rate greater than one-tenth of one percent of the annual rate of withdrawal. III. Specifically determining that Denver Water obtained consent of the overlying landowners of the Subject Land to appropriate, use and withdraw the not nontributary and nontributary water which is the subject of this Application pursuant to the provisions of § 37-90-137(8), C.R.S., and that the provisions of § 37-92-302-(2)(b), C.R.S. do not apply to this Application. IV. Specifically determining that the not nontributary and nontributary water that is the subject of this Application is not subject to statutory provisions requiring date and manner of appropriation and date of application to beneficial use. V. Specifically determining as a matter of presumed hydrologic and geologic fact by the Denver Basin Rules and Regulations that nontributary ground water in an amount not less than that described in ¶ 7 herein is available for withdrawal from the Upper Arapahoe, Lower Arapahoe and Laramie-Fox Hills Aquifers by the wells described herein and that the withdrawal of ground water in the amounts claimed will not deplete the specified aquifers beneath the Subject Land at a rate greater than that allowed by law. VI. Specifically determining as a matter of hydrologic and geologic fact that withdrawal of nontributary ground water from the Upper Arapahoe, Lower Arapahoe and Laramie-Fox Hills in an amount not less than that described in ¶ 7 will not materially injure the vested water rights of others. VII. Specifically determining the average number of acre-feet of not nontributary and nontributary ground water projected to be available for withdrawal annually by the wells requested herein, and confirming that if site-specific data causes a revision of such numbers, Denver Water shall nevertheless be entitled to withdraw the full amount of not nontributary and nontributary ground water below the Subject Land without the necessity of amending or republishing its Application. VIII. Specifically determining that Denver Water has the present and future right to use, reuse, and successively use to extinction all of the non tributary ground water withdrawals decreed herein for all beneficial purposes and that Denver Water may sell, transfer, or dispose of this nontributary ground water in any manner whosoever, subject only to the relinquishment of not greater than two (2)% of the water withdrawn. IX. Directing the State Engineer to promptly grant well permit applications for construction of the wells described herein, and new well permits in the event the original permits have expired, pursuant to the terms and conditions of the decree. X. Specifically determining that Denver Water is entitled to the grant of permits to construct additional wells, including supplemental, replacement, and alternate point of diversion wells as are necessary to allow Denver Water to maintain production levels from the aquifers and to recover the entire decreed amount of water from the aquifers. XI. Specifically determining that the ground water rights decreed herein shall not be extinguished by the expiration of well permits and further directing the State Engineer to consider the nontributary ground water decreed herein as appropriated.

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XII. Specifically determining that Denver Water’s full annual acre-foot entitlement form the Upper Arapahoe, Lower Arapahoe and Laramie-Fox Hills Aquifers underlying the Subject Land described in ¶ 10.B. herein may be produced through any combination of wells constructed in the same aquifer on that land in order to produce said full acre-foot allocation of water from the aquifers. XIII. Specifically determining that each well requested herein and all additional wells including supplemental, replacement and/or alternate point of diversion wells constructed in the same aquifer to withdraw the nontributary ground water requested herein are determined to be a “well field” as that term is defined at 2. CCR 402-7, Rule 4.A.(13). XIV. Specifically determining that, for the purposes of applying § 37-90-137(10), the original date of filing of the well permit application for the wells requested herein is the date which shall be used by the State Engineer when considering any future well permit applications for additional wells requested in exercise of the nontributary ground water rights confirmed herein by the Court. XV. Specifically determining that Denver Water may withdraw the ground water from any combination of the proposed wells in the same aquifer in excess of the annual volume decreed, so long as the total volume of water withdrawn from the aquifers does not exceed the product of the total number of years since date of entry of the decree herein or issuance to the well permit (whichever occurs first) multiplied by the allowed annual withdrawal volume for each aquifer as determined by the Court. XVI. Specifically determining that the amount of ground water found by the Court to be available beneath the Subject Land described in ¶ 10.B., and all other determinations contained in the decree, shall control the contents of the well permits to be issued by the State Engineer. XVII. Specifically determining that each of the water rights requested herein is a water right pursuant to C.R.S. § 37-90-137, and not a conditional water right and that the requirement for sextennial findings of reasonable diligence is inapplicable to the water rights requested herein. XVIII. Retaining jurisdiction over the water rights decreed herein as necessary to provide for adjustment in the allowed annual amount of withdrawal to conform to actual local aquifer characteristics. LEGAL DESCRIPTIONS FOR PLS QUARTER-QUARTER SECTIONS EXCLUDED FROM QUANTIFICATION IN THE LOWER ARAPAHOE AQUIFER NE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W

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SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W

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NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W

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SW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W

A.pril, 2003 Resume

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NW QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W

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SE QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W

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NE QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W SW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 7 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 7 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W

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SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W

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NE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W

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NE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W

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NE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 12 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 68 W

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SE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W SE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 69 W NW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W

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SW QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 69 W

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LEGAL DESCRIPTIONS FOR PLS QUARTER-QUARTER SECTIONS EXCLUDED FROM QUANTIFICATION IN THE UPPER ARAPAHOE AQUIFER NE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W

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SE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W

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NW QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W

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NE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 24 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 25 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W

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SE QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W

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SW QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W SW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 3 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W

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SE QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 7 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 7 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 7 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W

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SW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 67 W

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NW QUARTER OF NW QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 29 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 32 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W

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SE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 2 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W

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SE QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 12 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 18 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 19 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W

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NE QUARTER OF SE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 30 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W NW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W SE QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W NW QUARTER OF NE QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W

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NW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W

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NE QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 7 TOWNSHIP 5 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF NE QUARTER OF SECTION 11 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF NW QUARTER OF SECTION 12 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W LEGAL DESCRIPTIONS FOR PLS QUARTER-QUARTER SECTIONS EXCLUDED FROM QUANTIFICATION IN THE LARAMIE FOX-HILLS AQUIFER NE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W

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SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 17 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 20 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W

A.pril, 2003 Resume

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NW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W NW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SE QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF SW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 66 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 22 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 23 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W

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SE QUARTER OF SW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 28 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 29 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 32 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 33 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 34 TOWNSHIP 3 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W

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NW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 16 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SE QUARTER OF SECTION 17 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 20 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 21 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W

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SW QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SE QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 31 TOWNSHIP 4 S RANGE 67 W NE QUARTER OF NW QUARTER OF SECTION 34 TOWNSHIP 4 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 3 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 4 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 5 TOWNSHIP 4 S RANGE 68 W

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NE QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 8 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 10 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 11 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 15 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 22 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 24 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W

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NE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 27 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 28 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 33 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SE QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NE QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SE QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W SW QUARTER OF SW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 68 W NW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 25 TOWNSHIP 4 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 69 W SW QUARTER OF SE QUARTER OF SECTION 26 TOWNSHIP 4 S RANGE 69 W NE QUARTER OF NE QUARTER OF SECTION 35 TOWNSHIP 4 S RANGE 69 W NE QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 69 W NW QUARTER OF NW QUARTER OF SECTION 36 TOWNSHIP 4 S RANGE 69 W NW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 6 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SE QUARTER OF SECTION 8 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W NW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SE QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF SW QUARTER OF SECTION 9 TOWNSHIP 5 S RANGE 67 W SW QUARTER OF NE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W

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SE QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF SE QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF SW QUARTER OF SECTION 1 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 2 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 12 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 12 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF SE QUARTER OF SECTION 12 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF SE QUARTER OF SECTION 12 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 13 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W SE QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W SW QUARTER OF NW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SE QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NE QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W NW QUARTER OF SW QUARTER OF SECTION 14 TOWNSHIP 5 S RANGE 69 W 2003-CW-187 Timothy L. Haynes and Rhonda L. Haynes, 14440 County Road 35, Julesburg, Colorado 80737. Telephone: (970) 474-2290 c/o Kim R. Lawrence, Lind, Lawrence & Ottenhoff, LLP, 1011 11th Avenue, Greeley, CO, 80631, (970)356-9160. APPLICATION FOR WATER RIGHTS IN SEDGWICK COUNTY. 2. Name of Structure: Well m 1-12991-F, Enlargement. a. In the NW¼ NW¼ of Section 1, Township 11 North, Range 45 West of the 6th P.M., Sedgwick County, Colorado, at a point 670 feet South and 40 feet East of the Northwest corner of said Section 1. b. Source: Groundwater tributary to the South Platte River. c. Depth: 57 feet. d. Date of Appropriation: May 1, 1964. e. How Appropriation Was Initiated: Use of groundwater. f. Amount Claimed: 2.75 c.f.s., absolute. g. Use: Irrigation of 166 acres in the NW¼ of Section 1, Township 11 North, Range 45 West of the 6th P.M., Sedgwick County, Colorado along with Well m 1-12991-F. 3. Augmentation for the well is provided by the Lower South Platte Water Conservancy District Water Activity Enterprise pursuant to a Class D Contract. The District is filing an application for a plan for augmentation in the Water Court, Water Division m1, contemporaneously herewith, which seeks approval of a decree for augmentation of this well. 4. Name and Address of Owners of Structure: Applicant. 2003CW188 WAYNE & ELIZABETH RODGERS, 588 Oakwood Lane, Castle Rock, CO 80108. Application for Underground Water Right, IN DOUGLAS COUNTY. Rodgers Well #146461 is located in the SE1/4SW1/4, S34, T6S, R67W, 6th P.M., 925’ S and 1980’W, a/k/a Oak Hills Subdivision Filing 1, Lot 30. Source: Non-tributary Lower Dawson Aquifer Depth: 680’ Appropriation: 2/11/1987 Use: Irrigation of ¼ acre of lawns and gardens in 1 single family home. (3 pages)

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2003CW189 JEANNIE AND JERRY BESS (“Applicants”), 510 Blackhawk Drive, Eaton, Colorado 80615, (970) 454-1693. (David A. Bailey, Schwarz Semenoff McNab & Bailey, P.C., 16000 Stout Street, Suite 1700, Denver, CO 80202, (303) 893-1815. Please direct all inquiries, correspondence and pleadings regarding this matter to the counsel for Applicant.) APPLICATION FOR WATER STORAGE RIGHTS, CHANGE OF WATER RIGHTS AND APPROVAL OF A PLAN FOR AUGMENTATION, IN WELD COUNTY. Introduction. Applicants (along with their son) own and operate the Double-B Trophy Trout Farm near Eaton. To provide water to the hatchery operation, Applicants divert groundwater, which is conveyed through a series of rearing ponds, collected in a tailwater pond and transported to a recharge pond. Depending upon the time of year, water is either conveyed out of the recharge pond for irrigation purposes (which is augmented pursuant to a previously approved augmentation plan in which Applicants participate) or recharged to groundwater. Therefore, the only depletion associated with the hatchery is evaporative losses from the various ponds. Applicants intend to fully augment this depletion by this augmentation plan. Applicants have operated the Double-B Trophy Trout Farm since 1999 pursuant to approved substitute water supply plans. Description of water to be adjudicated herein: Applicants seek to adjudicate the following water storage rights in connection with its fish hatchery: A. Bess Rearing Ponds – The Bess Rearing Ponds consist of ten small ponds having a total surface acreage of 0.20 acres. Applicants seek an absolute water storage right for the Bess Rearing Ponds in the amount of 0.50 acre-feet, with an appropriation date of May 1, 1999, which is the date the Ponds were constructed. The Bess Rearing Ponds are located in the NE¼ of Section 8, Township 7 North, Range 65 West, 6th P.M., at a point approximately 1300 feet from the North Section Line and 550 feet from the East Section Line. B. Bess Tailwater Pond – The Bess Tailwater Pond is a single pond having a total surface acreage of 1.20 acres. Applicants seek an absolute water storage right for the Bess Tailwater Pond in the amount of 4.60 acre-feet, with an appropriation date of May 1, 1999, which is the date the Pond was constructed. The Bess Tailwater Pond is located in the NE¼ of Section 8, Township 7 North, Range 65 West, 6th P.M., at a point is approximately 1640 feet from the North Section Line and 180 feet from the East Section Line. C. Bess Recharge Pond – The Bess Recharge Pond is a single pond having a total surface acreage of 0.60 acres. Applicants seek an absolute water storage right for the Bess Recharge Pond in the amount of 2.20 acre-feet, with an appropriation date of May 1, 1999, which is the date the Pond was constructed. The Bess Recharge Pond is located in the SE¼ of Section 8, Township 7 North, Range 65 West, 6th P.M., at a point approximately 2000 feet from the South Section Line and 1550 feet from the East Section Line. Description of water rights to be changed: A. Tateyama Wells 1-9. The Tateyama Wells were adjudicated on December 23, 1975 in Case No. W-4378. The appropriation dates of the Tateyama Wells are as follows: Wells 1-3 - June 30, 1940; Wells 4-5 – May 30, 1955; Well 6 – June 25, 1945; and Wells 7-9 – August 30, 1950. The decreed diversion rate for Wells 1-3 is 0.222 cfs (100 gpm) and for Wells 4-9 is 0.333 cfs (150 gpm). All of the Tateyama Wells are adjudicated for irrigation purposes and Well 3 is also decreed for domestic use. Applicants acquired the Tateyama Wells on February 9, 1999. The well permit numbers and locations of the Tateyama Wells are set forth below: Tateyama Well No. 1-11545 is located in the SE¼ of the SW¼, Section 8, Township 7, North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 975 feet North and 2607 feet East of the SW Corner of said Section 8. Tateyama Well No. 2 (siphons into 11545) is located in the SE¼ of the SW¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 890 feet North and 2624 feet East of the SW Corner of said Section 8. Tateyama Well No. 3 (siphons into 11545) is located in the SE¼ of the SW¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 777 feet North and 2607 feet East of the SW Corner of said Section 8. Tateyama Well No. 4-11546 is located in the NE¼ of the SW¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 1469 feet North and 2360 feet East of the SW Corner of said Section 8. Tateyama Well No. 5-11547 is located in the SW¼ of the SW¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 988 feet North and 1178 feet East of the SW Corner of said Section 8. Tateyama Well No. 6-11548 is located in the SW¼ of the SE¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 1183 feet North and 2621 feet West of the SE Corner of said Section 8. Tateyama Well No. 7-11549 is located in the NW¼ of the SE¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 2132 feet North and 2198 feet West of the SE Corner of said Section 8. Tateyama Well No. 8-11550 is located in the NW¼ of the SE¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 1748 feet North and 2273 feet West of the SE Corner of said Section 8. Tateyama Well No. 9-11551

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is located in the NW¼ of the SE¼, Section 8, Township 7 North, Range 65 West of the 6th P.M., Weld County, Colorado, at a point 1469 feet North and 2392 feet West of the SE Corner of Said Section 8. B. The Larimer and Weld Irrigation Company. Applicants propose to change the use of 1.0 share of the Larimer and Weld Irrigation Company owned by them. The Larimer and Weld Ditch was decreed for irrigation purposes and adjudicated as set forth in the table below. The source of water is the Cache La Poudre River. Applicants divert their share interest at the farm headgate located on Applicants’ property at a point on the Larimer and Weld Ditch (a/k/a the Eaton Ditch) in the SE¼ of Section 8, T. 7 N., R. 65 W., 6th P.M., approximately 1200 feet from the South Section Line and 2560 feet from the East Section Line.

Case No. Adjudication date Appropriation date Amount (cfs)

CA320 April 11, 1882 June 1, 1864 3.00 CA320 April 11, 1882 April 1, 1867 16.67 CA320 April 11, 1882 September 20, 1871 75.00 CA320 April 11, 1882 January 15, 1875 54.33 CA320 April 11, 1882 September 18, 1878 571.00

CA2798 April 11, 1882 April 1, 1886 1.47 *

* transferred to the L&W Ditch on December 4, 1916; 13.36 cfs of original Chamberlain Private Ditch right abandoned.

C. The Larimer and Weld Reservoir Company. Applicants propose to change the use of 1.0 share of the Larimer and Weld Reservoir Company owned by them. The Larimer and Weld Reservoir was decreed for irrigation purposes and adjudicated as set forth in the table below. The source of water is the Cache La Poudre River. Applicants divert their share interest at the farm headgate located on Applicants’ property at a point on the Larimer and Weld Ditch (a/k/a the Eaton Ditch) in the SE¼ of Section 8, T. 7 N., R. 65 W., 6th P.M., approximately 1200 feet from the South Section Line and 2560 feet from the East Section Line.

Case No. Adjudication date Appropriation date Amount (ac-ft)

CA1591 December 9, 1904 June 30, 1890 5165.00 CA1591 December 9, 1904 April 1, 1895 2296.00

CA2031 April 22, 1922 September 2, 1905 2296.00 **

CA11217 September 10, 1953 April 22, 1937 633.00 ** ** supplemental decrees

Historic use of water rights to be changed: A. Applicants’ 1.0 share of the Larimer and Weld Irrigation Company and 1.0 share of the Larimer and Weld Reservoir Company were obtained by Applicants on February 9, 1999. New stock certificates were issued on July 15, 1999 as Certificates Nos. 5538 and 2046 for the Irrigation Company and the Reservoir Company, respectively. The Tateyama Family Farm was located in the SE¼ of Section 8, T. 7 N., R. 65 W., 6th P.M., in Weld County, Colorado. These shares, together with other shares from both companies and the Tateyama Wells 1-9, were historically used to irrigate 210 acres on the Tateyama Family Farm. To the extent they have been and will be used for irrigation, the Tateyama Wells are included in the augmentation plan administered by the Cache la Poudre Water Users Association, which is not impacted or amended in any manner by this Application. B. Applicants have determined that the approximate historic diversions and deliveries associated with their use of 1.0 share of the Larimer and Weld Irrigation Company and 1.0 share of the Larimer and Weld

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Reservoir Company for irrigation purposes is 34.0 acre-feet. Applicants’ use of both of their shares is intended to ensure that more than adequate augmentation water exists for its fish hatchery operation. Neither this Application, nor any decree issued herein is intended to have any precedential, estoppel or other binding effect on Applicants or any other party of the actual historic consumptive use of shares of either the Larimer and Weld Irrigation Company and the Larimer and Weld Reservoir Company. Applicants expressly reserve the right to seek a higher amount of consumptive use attributable to their share interests in a subsequent proceeding. Applicants request an express finding of fact and conclusion of law in their decree confirming the nonbinding nature of its consumptive use analysis. Description of proposed changes of water rights: A. Applicants seek to change the use of Tateyama Wells 1-9 to add new uses for fish and wildlife (including a fish hatchery) and recreation purposes in addition to continued use of the wells for their originally decree purpose of irrigation. B. Applicants seek to change the use of their 1.0 share of the Larimer and Weld Irrigation Company and 1.0 share of the Larimer and Weld Reservoir Company to augmentation, replacement of evaporation losses and lagged return flows, recharge, fish and wildlife (including a fish hatchery) and recreation purposes. C. Applicants seek to change the manner of use of its 1.0 share of the Larimer and Weld Irrigation Company and 1.0 share of the Larimer and Weld Reservoir Company from direct flow to direct flow, temporary storage and diversion into an unlined lake for augmentation by recharge as more particularly described below. Statement of plan for augmentation. A. Summary of plan. As noted previously, Applicants have operated its fish hatchery pursuant to substitute water supply plans approved by the State Engineer. Applicants will seek renewal of its substitute plan until a decree has been issued herein. The only depletion resulting from the hatchery operation is evaporative losses from various ponds used in connection therewith, which Applicants intend to fully augment through a recharge program as more particularly described below. B. Name of structures to be augmented. The Bess Rearing Ponds, the Bess Tailwater Pond and the Bess Recharge Pond will be augmented under this plan for augmentation. C. Water rights to be used for augmentation. Applicants’ 1.0 share of the Larimer and Weld Irrigation Company and 1.0 share of the Larimer and Weld Reservoir Company described above as changed pursuant to this Application. Applicants will dry-up approximately 27 acres of land historically irrigated by the augmentation water rights, which land is located in the E½NE¼ of Section 8, T. 7 N., R. 65 W., 6th P.M. as shown on the location map attached to the Application. D. Description of plan for augmentation. Groundwater will be pumped from the Tateyama Wells through an underground pipe to the ten Bess Rearing Ponds. Water will pass through the Bess Rearing Ponds and collect in the Bess Tailwater Pond. Water will then be conveyed to the Bess Recharge Pond through a concrete ditch located on Applicants’ property. The concrete ditch exists and extends on both sides of the Bess Recharge Pond. Water will thereafter be used in the following described manner depending upon the time of year. (i) During the irrigation season, water will be diverted from the concrete ditch and siphoned out for irrigation use consistent with the historic practice. Therefore, the only depletion created by the fish hatchery operation will be evaporative loss from the three storage structures. Applicants will augment this depletion by delivery of the historic consumptive use credit from Applicants’ 1.0 share of the Larimer and Weld Irrigation Company and 1.0 share of the Larimer and Weld Reservoir Company to the Recharge Pond and subsequent recharge to the alluvium of Lone Tree Creek. As noted above, use of this water for irrigation purposes is augmented pursuant to a different augmentation plan that is not part of or affected by this application. (ii) During the non-irrigation season, the plan will operate in the same manner except that none of the groundwater that is diverted and passed through the storage structure will be subsequently applied to irrigation and all such water will be retained in the Bess Recharge Pond. Since the Bess Recharge Pond is located the same distance from the Lone Tree Creek as the wells, Applicants are essentially recirculating groundwater less the evaporative losses from the three storage structures. Applicants will augment this depletion by the recharge program described above, which Applicants’ model indicates will deliver water to Lone Tree Creek in a manner that simulates the historic conditions. Name and address of the landowner of the land upon which any structure is or will be located, upon which water is or will be stored, or upon which water is or will be placed to beneficial use: Applicants. WHEREFORE, Applicants pray for a decree adjudicating the water rights described above, authorizing the changes of water rights requested herein and approving the plan for augmentation described above, together with such other and further relief as is appropriate. (EXHIBITS: Figure 1 – Vicinity Map; Figure 2 – Map Identifying Structures; copies of Applicant’s share certificates; pertinent portions of applicable decrees; state diversion records and summaries thereof prepared by Applicant’s water rights consultants).

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2003CW190 MICHAEL J. & SHERYL A. GOODMAN, 9340 S. Warhawk Road, Conifer, CO 80433. Application for Underground Water Right, IN JEFFERSON COUNTY. Goodman Ranch Well #117487 is located in the NE1/4NW!/4, S9, T6S, R71W, 6th P.M., 800’ from N and 1500’ from W. Source: Groundwater Depth: 312’ Appropriation: 12/05/1982 Amount: 3.5 gpm Use: Household use for 1 single family dwelling and domestic livestock, i.e. (4) horses. (3 pages) 2003CW191 APPLICATION FOR A FINDING OF REASONABLE DILIGENCE, IN JEFFERSON COUNTY. Applicant Missionary Sisters of the Sacred Heart (AApplicant@), by and through its undersigned counsel, respectfully submits this application seeking a finding of reasonable diligence, and as grounds therefor states as follows: 1. Name, address and telephone number of Applicant: Missionary Sisters of the Sacred Heart c/o Sr. Bernadette Casciano, M.S.C., Mother Cabrini Shrine, 20189 Cabrini Boulevard, Golden, Colorado 80401, (303) 526-0758. Direct all pleadings to: Richard A. Johnson, Johnson & Repucci LLP, 2521 Broadway, Suite A, Boulder, CO 80304, (303) 442-1900. 2. Name of structure: Mother Cabrini Spring No. 4 (a/k/a the Jackson Gulch Spring). 3. Description of conditional water rights: A. Previous decrees. Ruling and Decree of the Water Court in and for Water Division No. 1, State o Colorado (AWater Court@) in Case No. 94CW149. B. Location. This spring is located in the SW1/4 of the NE1/4 of Section 16, T.4 S., R. 70 W., of the 6th P.M., Jefferson County, Colorado, at a point approximately 1,500 feet from the East section line and 2,000 feet from the North section line of said Section 16. The spring location is depicted on the map attached hereto as Exhibit A. C. Source. The source of water for Mother Cabrini Spring No. 4 is spring water tributary to Jackson Gulch, tributary to Lena Gulch, tributary to Clear Creek, tributary to the South Platte River. D. Appropriation Date. August 15, 1950. E. Amount and Uses. The Mother Cabrini Spring No. 4 is decreed for 2.0 gpm conditional for domestic, commercial, irrigation and religious purposes. 4. Detailed description of work performed to complete the application of water to a beneficial use: During the subject diligence period (April, 1997 through April, 2003), Applicant has undertaken the following work toward applying the water to beneficial use: A. Applicant entered into an Easement Agreement with two subsidiaries of the LaFarge Corporation (ALaFarge@) on June 13, 2001 (the AEasement Agreement@). Pursuant to the Easement Agreement, Applicant was granted the right to have any of its water purchased from the City of Golden or other sources transmitted and delivered to its property through LaFarge=s existing water lines or new water lines. In addition, the Easement Agreement included the right to construct pumping and other related facilities necessary to deliver water to Applicant=s property and to allow Applicant to temporarily store its water in LaFarge=s existing water tanks. Applicant agreed to bear all costs associated with its use of LaFarge=s existing water lines and water tanks. B. Applicant negotiated and ultimately entered into a Water Service Agreement with the City of Golden on July 11, 2002 (the AAgreement@). Pursuant to the Agreement, the Applicant supplemented its existing water supply system with treated water from the City of Golden. The Agreement provided that the treated water from the City of Golden was to be supplied to the Applicant via a pipeline connecting the Applicant=s property to an existing pipeline on the LaFarge property, which had been previously annexed to the City of Golden. As a condition for receiving water from the City of Golden, Applicant must use all of its own water supply, existing and future, solely for use on its property and the water provided by the City of Golden shall only be used to supplement Applicant=s water supply system. C. Applicant has cleared the trees and brush from the area surrounding the Mother Cabrini Spring No. 4 in order to improve access to and maintenance of the spring site and allow for development of the subject water right. D. Applicant=s water rights and water supply system consists of many integrated components such that work performed on one part of the system benefits and constitutes diligence with respect to all other conditional components of the system. Wherefore, Applicant requests that the Court find that the matters stated above constitute a sufficient demonstration of reasonable diligence by Applicant in placing such water to a beneficial use, and for all such further and other relief as the Court may deem appropriate in the premises. Respectfully submitted this 28th day of April, 2003. 2003CW192 (92CW157). LAFARGE WEST, INC., AS SUCCESSOR IN INTEREST TO WESTERN MOBILE NORTHERN, INC., 1400 W. 64th Ave., P.O. Box 215001, Denver, CO 80221-0599, (303) 657-4000 (David A. Bailey, Schwarz Semenoff McNab & Bailey, P.C., 16000 Stout Street, Suite 1700, Denver, CO 80202, (303) 893-1815. Please direct all inquiries, correspondence and pleadings regarding this matter to the counsel for Applicant.) APPLICATION FOR FINDING OF REASONABLE DILIGENCE, IN LARIMER COUNTY. Decree information: A. Taft Hill Reservoir Water Right: (1) Name of reservoir: Taft Hill Reservoir. (2) Legal description: The reservoir will be located in the N½SE¼ and S½NE¼ of Section 33, T8N, R69W, 6th P.M., Larimer County. Its “center point” (to the extent such a point can be defined) will be approximately 2500 feet south of the north line and l000 feet west of the east line of said section. (3) Source of water: Water diverted from the

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Cache La Poudre River and water tributary thereto. Water will be diverted through the following structures: (a) Callahan Drain, a diversion structure which may, for the purposes of this ruling, be divided into three sections as follows: (i) The Upper Section: The Upper Section of the Callahan Drain begins in the NE¼ of Section 32, T8N, R69W, 6th P.M., and runs generally in a southeasterly direction to a point in the NW¼ of Section 33, T8N, R69W of the 6th P.M., where the waters collected in the Upper Section are discharged into the Taylor and Gill Ditch. (ii) The Middle Section: The Middle Section of the Callahan Drain is in actuality a portion of the Taylor and Gill Ditch. The Middle Section begins at that point where the Upper Section discharges into the Taylor and Gill Ditch. The Middle Section ends at the south side of the existing diversion box depicted on the Map. (iii) The Lower Section: The Lower Section of the Callahan Drain is a ditch which drains into the Cache La Poudre River. The Lower Section begins where the Middle Section ends and runs generally in a southerly direction to the Cache La Poudre River. As shown on the Map, an intermittent stream flows from the northwest into the Lower Section. Applicant intends to construct a diversion structure (the “Callahan Drain Diversion Structure”) at a point on the Lower Section dust downstream from the point where the intermittent stream flows into the Lower Section. This structure will enable the applicant to fill Taft Hill Reservoir by diverting the waters captured by the Callahan Drain under the priority decreed herein. Alternatively, this structure will allow these waters to flow to the river. The total claimed capacity of the Callahan Drain is 25 cfs, being the total of the volume of water captured by the Upper Section, the Middle Section, and the Lower Section. The amount of water which may be diverted from the Callahan Drain into Taft Hill Reservoir pursuant to the priority decreed herein is thus the sum of the waters captured and measured at the Callahan Drain Diversion Structure. (b) Taylor and Gill Ditch, with point of diversion located in the SW¼SW¼ of Section 29, Township 8 North, Range 69 West of the 6th Principal Meridian, Larimer County, Colorado, being more particularly described as follows: Commencing at the Southwest Corner of Section 29, whence the West line of the Southwest one-quarter of Section 29 bears North 00°00’ 00” East; thence North 69°30’ East 900 feet to the point of diversion. Waters diverted through the Taylor and Gill Ditch pursuant to the priority decreed herein will be transported through the Taylor and Gill Ditch to the Taft Taylor and Gill Diversion Structure located north of Taft Hill Reservoir (shown on Exhibit A) and diverted there into a lateral for delivery into Taft Hill Reservoir. Capacity of the Taylor and Gill Ditch and Taft Hill Taylor and Gill Diversion Structure 18.48 cfs. (c) Taft Hill Diversion Structure, with point of diversion located on the north bank of the Cache La Poudre River south of Taft Hill. Reservoir at a point in the SE¼ of Section 33, TBN, R69W, 6th P.M. described as follows: Commencing at the southeast corner of Section 33, whence the south line of the southeast quarter of Section 33 bears North 90° 00’ 00” West; thence North 22° 00’ 00” West 1300 feet to the point of diversion. Capacity: 300 cfs. Water diverted at Taft Hill Diversion Structure will be delivered through a ditch or pipeline to Taft Hill Reservoir located to the north. (4) Date of initiation of appropriation: December 8, 1992. (5) Amount of water claimed: 1080 acre-feet, CONDITIONAL, at a maximum cumulative diversion rate of 343.48 cfs. (6) Use of water: Augmentation and replacement in connection with evaporation from gravel pits for which Applicant or its related corporate entities are legally responsible for augmentation; also irrigation, industrial in connection with applicant’s operations, recreation, and fish and wildlife preservation and propagation. The lands proposed to be irrigated are as follows: up to 100 acres in the SW¼ and SE¼NW¼ of Section 34, T8N, R9W, 6th P.M. B.North Shores Reservoir Water Right: (1) Name of reservoir: North Shores Reservoir. (2) Legal description: The reservoir will be located in the SW¼ of Section 34, T8N, RG9W, 6th P.M., north of the Cache La Poudre River and the SE¼ NW¼ of Section 34. Its “center point” (to the extent a boot-shaped reservoir may be said to have a “center point”) will be approximately 2100 feet North of the South line and 1750 feet East of the West line of said section. (3) Source of water: Water diverted from the Cache La Poudre River and water tributary thereto. Water will be diverted through the following structures: (a) North Shores Diversion Structure, with point of’ diversion located on north bank of Cache La Poudre River south of North Shores Reservoir at a point in the SW¼ of Section 34, T8N, R69W, 6th P.M., described as follows: Commencing at the Southwest Corner of Section 34, whence the south line of the southwest quarter of Section 34 bears North 90°00’00” East; thence North 72°30’ East 2050 feet to the point of diversion. Capacity: 300 cfs. Water diverted at North Shores Diversion Structure will be delivered through a ditch or pipeline to North Shores Reservoir located to the north. (b) Taylor and Gill Ditch, with point of diversion located in the SW¼SW¼ of Section 29, Township 8 North, Range 69 West of the 6th Principal Meridian, Larimer County, Colorado, being more particularly described as follows: Commencing at the Southwest Corner of Section 29, whence the West line of the Southwest one-quarter of Section 29 bears North 00°00’00” East; thence North 69°30’ East 900 feet to the point of diversion. Waters diverted through the Taylor and Gill Ditch pursuant to the priority decreed herein will be transported through the Taylor and Gill Ditch (and a lateral ditch which extends east from the point where the Taylor and Gill Ditch ends at Taft Hill Road) to the North Shores Taylor and Gill Diversion Structure located north of North Shores Reservoir (shown on Exhibit A) and diverted there into a lateral for delivery into North Shores

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Reservoir. The capacity of the Taylor and Gill Ditch and North Shores Taylor and Gill Diversion Structures is 18.48 cfs. (c) Those diversion structures described above under the heading “Taft Hill Reservoir Water Right.” North Shores Reservoir may be filled by means of a pipeline from Taft Hill Reservoir, in which event water will be diverted into the Taft Hill Reservoir by means of the diversion structures described above under the Taft Hill Reservoir water right and passed through Taft Hill Reservoir and said pipeline into North Shores Reservoir. Capacity of pipeline from Taft Hill Reservoir: 100 cfs. (4) Date of initiation of appropriation: December 8, 1992. (5) Amount of water claimed: 1160 acre-feet, CONDITIONAL, at a maximum cumulative diversion rate of 418.48 cfs. (6) Use of water: Augmentation and replacement in connection with evaporation from gravel pits for which applicant or its related corporate entities are legally responsible for augmentation; also irrigation, industrial in connection with applicant’s operations, recreation, and fish and wildlife preservation and propagation. The lands proposed to be irrigated are as follows: up to 100 acres in the SW¼ and SE¼NW¼ of Section 34, T8N, R69W, 6th P.M. The Taft Hill Reservoir and the North Shores Reservoir are hereinafter collectively referred to as the “Reservoirs” for purposes of convenience. Detailed outline of work done toward completion of the appropriation and application of water to beneficial use by Applicant, its consultants and contractors (collectively “Applicant”): A. The Reservoirs are part of an integrated mining and development plan generally referred to as the Home Office Project. The Home Office Project is a series of sand and gravel mining operations that have been and will be developed by Lafarge over the next 10-20 years. The project is located approximately one mile south and east of Laporte. Throughout the diligence period, Applicant has actively permitted, engineered and developed the Home Office properties during the diligence period. B. Over the past several years (during the diligence period), Lafarge has mined the southern portion of the property that will become the Taft Hill Reservoir. This property presently is being reclaimed pursuant to Lafarge’s mining permits issued by the Colorado Mined Land Reclamation Board. C. Also during the diligence period, Lafarge permitted through the Larimer County Board of County Commissioners a use by special review of for the property that will be the northern portion of the Taft Hill Reservoir. Pursuant to the county permit, mining cannot commence until 2004 and Lafarge has not determined if it will begin mining at this time. D. Both the Taft Hill Reservoir and the North Shores Reservoir have been included within the scope of a comprehensive geotechnical, engineering and design project for the Home Office properties consisting of site reconnaissance, wetland delineation, a geotechnical analysis of site conditions, analysis and determination of liner types, evaluation of permitting requirements and amendments required to permit lined storage, development of the initial design of the lined reservoirs, evaluation of jurisdictional dam issues, test fill work and estimates of construction costs. E. Applicant and its water rights consultants have completed multiple engineering reports on the water rights related to the mining sites associated with the two reservoirs. These reports examined the long-term land use and use for water storage. The reports also presented a comprehensive view of Lafarge’s water rights suitable for use as water storage and long-term augmentation. The reports are as follows: Augmentation and Water Rights for Northern Colorado Mining Sites & Home Office Pit – Final Land Use Evaluation, October 1998 and Poudre River Basin - Recommendations Report on Water Rights and Storage, November 1999. F. Applicant maintains a substitute water supply plan (SSP) for the Home Office Pit mining operation. The SSP is renewed annually with the State Engineer’s Office (SEO). The SSP covers the Lafarge’s active mining operations for the upcoming year. Therefore, certain of the prior years’ SSPs have included mining of the property that will become part of the Taft Hill Reservoir. New SSPs will be submitted to the SEO when mining begins at the remainder of this site and at the North Shores Reservoir. No water has been diverted into storage during this diligence period. G. Lafarge is also completing a historic consumptive use analysis for the Taylor and Gill shares it owns that historically irrigated the property included in these two mining sites. The Taylor and Gill water rights owned by Lafarge may be diverted into future lined storage in the Taft Hill Reservoir or the North Shore Reservoir. H. Applicant has filed statements of opposition and participated in the water rights applications of others for the purpose of protecting the water rights that may be used to fill the two reservoirs including, in particular, the Taylor and Gill Ditch. WHEREFORE, Applicant requests a finding that it has exercised reasonable diligence in the development of the conditional water right and for such other and further relief as this Court deems just and proper.

2003CW193 CANNON WATER, LLP, AND CANNON LAND COMPANY, c/o Brown W. Cannon, 3575 Cherry Creek Dr. N., Denver, CO 80209, Phone: (303) 321-6900, in ADAMS AND WELD COUNTIES, William A. Paddock, Carlson, Hammond & Paddock, L.L.C., 1700 Lincoln St., # 3900, Denver, CO 80203-4539, Phone: (303) 861-9000. Application for Water Storage Rights: CLAIM NO. 1: 1. Second filling for Mose Davis Reservoir No. 1 and its Enlargement (a.k.a. Fulton Waste Reservoir). 2. A. Legal description: Located in the SW¼ of Sec. 3, SE¼ of Sec. 4, the NE¼ of Sec. 9, and the NW¼ of Sec.10, all in T2N, R66W of the 6th P.M. B. Ditch

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used to fill reservoir: The Fulton Ditch whose capacity is 205± c.f.s. and the decreed headgate location is on the South Platte River in the NE¼ NE¼ SE¼ of Sec. 17, T2S, R67W of the 6th P.M. 3. Source: South Platte River through the Fulton Ditch, surplus water from the Fulton Ditch, surface run-off, seepage water, and wastewater. 4. A. Date of appropriation: Oct. 1, 1928. B. How appropriation was initiated: By diversion and storage of water and its application to beneficial use. C. Date water applied to beneficial use: Oct. 1, 1928. 5. Amount claimed: A. 525.6 a-f absolute. B. Rate of diversion for filling reservoir: 30 c.f.s. 6. Use: A. Irrigation use: (1) Number of acres historically irrigated: approximately 645± acres. (2) Number of acres to be irrigated: the same 645± acres. Legal description of land irrigated: 645± acres located in Sections. 3, 4, 9, and 10, T2N, R66W of the 6th P.M. and illustrated on the map attached as Ex. A. B. Non-irrigation use: Livestock watering, recreation and fish and wildlife uses in the reservoirs. 7. Surface area at high water line: 65.5 acres; maximum dam height: 30 ft.; dam length: 2,000 ft. 8. Total reservoir capacity: 525.6 a-f; active capacity: 525.0 a-f; dead storage: 0 a-f. CLAIM NO. 2: 9. Second filling for Mose Davis Lake No. 2. 10. A. Legal description: The decreed point of diversion is a dam located in the SW¼ of Sec. 4, T2N, R66W of the 6th P.M. The western point of the high water line is located approximately 900 ft. east of the west quarter corner of Sec. 4. B. Ditch used to fill reservoir: The Fulton Ditch whose capacity is 205± c.f.s. and the decreed headgate location is on the South Platte River in the NE¼ NE¼ SE¼ of Sec. 17, T2S, R67W of the 6th P.M. 11. Source: South Platte River through the Fulton Ditch, surplus water from the Fulton Ditch, surface run-off, seepage water, and wastewater. 12. A. Date of appropriation: Oct. 1, 1928. B. How appropriation was initiated: By diversion and storage of water and its application to beneficial use. C. Date water applied to beneficial use: Oct. 1, 1928. 13. Amount claimed. A.153.53 a-f absolute. B. Rate of diversion for filling reservoir: 4 c.f.s. 14. Use: A. Irrigation use: (1) Number of acres historically irrigated: approximately 645± acres. (2) Number of acres to be irrigated: the same 645± acres. Legal description of land to be irrigated: 645± acres located in Sections 3, 4, 9, and 10, T2N, R66W of the 6th P.M. and illustrated on the map attached as Ex. A. B. Non-irrigation use: Livestock watering; recreation and fish and wildlife uses in the reservoirs. 15. Surface area at high water line: 22 acres; maximum dam height: 12 ft.; dam length: 1,020 ft. 16. Total reservoir capacity: 153.53 a-f; active capacity: 153.53 a-f; dead storage: 0 a-f. 17. Name and address of land on which a structure is or will be located, upon which water is and/or will be stored, or upon which water will be placed to beneficial use: A. Owners of land where points of diversion and/or storage are located: (1) Fulton Ditch, the Fulton Irrigating Ditch Co., 25 S. Fourth Ave., Brighton, CO 80601-2029. (2) Mose Davis Reservoir No. 1 and Mose Davis Lake No. 2, Cannon Land Co., c/o Brown W. Cannon, 3575 Cherry Creek Dr. N., Denver, CO 80209. B. Ownership of land where water is placed to beneficial use: Cannon Land Co., c/o Brown W. Cannon, 3575 Cherry Creek Dr. N., Denver, CO 80209. (5 pages) 2003-CW-194 Dinsdale Brothers, Inc., P. O. Box 1866, Sterling, Colorado, 80751, (970) 522-3766 C/O Kim R. Lawrence, Lind, Lawrence & Ottenhoff, LLP, 1011 11th Avenue, Greeley, CO, 80631 (970)356-9160. Application for Water Rights and Approval of Plan for Augmentation in Logan and Sedgwick Counties. Application for Water Rights 2. Name of Structure: Dinsdale Recharge Well m 3-58833-F. 2.1 Location of Structure: In the NW¼ NW¼, Section 1, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado, approximately 1037 feet south and 1284 feet east from the northwest corner of said section. 2.2 Source: Groundwater tributary to the South Platte River. 2.3 Date of appropriation: December 27, 2002. 2.4 How Appropriation Was Initiated: Issuance of well permit. 2.5 Amount Claimed: 3000 g.p.m., 3000 a.f., conditional. 2.6 Proposed Use: Recharge, augmentation, replacement and exchange. The proposed diversion from this structure will be for recharge in existing ponds or ponds to be developed in Sections 1 and 12 of Township 10 North, Range 48 West, Logan County. Applicant claims the use, reuse and successive uses of the water diverted for recharge purposes under the subject water right to extinction, either directly or by exchange. 3. Name of Structure: Dinsdale Recharge Well m 4-58834-F. 3.1 Location of Structure: In the NW¼ NW¼, Section 1, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado, approximately 1032 feet south and 684 feet east from the northwest corner of said section. 3.2 Source: Groundwater tributary to the South Platte River. 3.3 Date of appropriation: December 27, 2002. 3.4 How Appropriation Was Initiated: Issuance of well permit. 3.5 Amount Claimed: 3000 g.p.m., 3000 a.f., conditional. 3.6 Proposed Use: Recharge, augmentation, replacement and exchange. The proposed diversion from this structure will be for recharge in existing ponds or ponds to be developed in Sections 1 and 12 of Township 10 North, Range 48 West, Logan County. Applicant claims the use, reuse and successive uses of the water diverted for recharge

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purposes under the subject water right to extinction, either directly or by exchange. 4. Name of Structure: Dinsdale Augmentation Well m 1-59287-F. 4.1 Location of Structure: In the SE¼ NW¼, Section 1, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado, approximately 2040 feet south and 1490 feet east from the northwest corner of said section. 4.2 Source: Groundwater tributary to the South Platte River. 4.3 Date of appropriation: March 26, 2003. 4.4 How Appropriation Was Initiated: Issuance of well permit. 4.5 Amount Claimed: 2500 g.p.m., 2000 a.f., conditional. 4.6 Proposed Use: Augmentation, replacement and exchange. 5. Name of Structure: Dinsdale Augmentation Well m 2-59288-F. 5.1 Location of Structure: In the SE¼ NE¼, Section 12, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado, approximately 1500 feet south and 1280 feet west from the northeast corner of said section. 5.2 Source: Groundwater tributary to the South Platte River. 5.3 Date of appropriation: March 26, 2003. 5.4 How Appropriation Was Initiated: Issuance of well permit. 5.5 Amount Claimed: 2500 g.p.m., 2000 a.f., conditional. 5.6 Proposed Use: Augmentation, replacement and exchange. 6. Name of Structure: Dinsdale Augmentation Well m 3-59289-F. 6.1 Location of Structure: In the NE¼ SW¼, Section 12, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado, approximately 2180 feet north and 2100 feet east from the southwest corner of said section. 6.2 Source: Groundwater tributary to the South Platte River. 6.3 Date of appropriation: March 26, 2003. 6.4 How Appropriation Was Initiated: Issuance of well permit. 6.5 Amount Claimed: 2500 g.p.m., 2000 a.f., conditional. 6.6 Proposed Use: Augmentation, replacement and exchange. 7. Name of Structure: Dinsdale Augmentation Well m 4. 7.1 Location of Structure: In the NW¼ NW¼, Section 7, Township 10 North, Range 47 West of the 6th P.M., Sedgwick County, Colorado, approximately 920 feet south and 1010 feet east from the northwest corner of said section. 7.2 Source: Groundwater tributary to the South Platte River. 7.3 Date of appropriation: April 18, 2003. 7.4 How Appropriation Was Initiated: Inclusion in application. 7.5 Amount Claimed: 2000 g.p.m., 2000 a.f., conditional. 7.6 Proposed Use: Augmentation, replacement and exchange. 8. Name of Structure: Dinsdale Augmentation Well m 5. 8.1 Location of Structure: In the NW¼ SE¼ Section 12, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado, at a point yet to be determined. 8.2 Source: Groundwater tributary to the South Platte River. 8.3 Date of appropriation: April 18, 2003. 8.4 How Appropriation Was Initiated: Inclusion in application. 8.5 Amount Claimed: 2500 g.p.m., 2000 a.f., conditional. 8.6 Proposed Use: Augmentation, replacement and exchange. 9. Name of Structure: Dinsdale Feedlot Well m 1-38553. 9.1 Location of Structure: In the SW¼ SE¼, Section 2, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado. 9.2 Source: Groundwater tributary to the South Platte River. 9.3 Date of appropriation: July, 11, 1969. 9.4 How Appropriation Was Initiated: Issuance of well permit. Well completed and pumped July 11, 1969. 9.5 Amount Claimed: 25 g.p.m., absolute. 9.6 Proposed Use: Commercial feedlot, livestock watering, dust control. 10. Name of Structure: Dinsdale Feedlot Well m 2-38825. 10.1 Location of Structure: In the SW¼ SE¼, Section 2, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado. 10.2 Source: Groundwater tributary to the South Platte River. 10.3 Date of appropriation: July 31, 1969. 10.4 How Appropriation Was Initiated: Issuance of well permit. Well completed and pumped August 1, 1969. 10.5 Amount Claimed: 20 g.p.m., absolute. 10.6 Proposed Use: Commercial feedlot, livestock watering, dust control and domestic. 11. Name of Structure: Dinsdale Feedlot Well m 3, not registered. 11.1 Location of Structure: In the NE¼ SE¼, Section 2, Township 10 North, Range 48 West of the 6th P.M., Logan County, Colorado. 11.2 Source: Groundwater tributary to the South Platte River. 11.3 Date of appropriation: December 31, 1955. 11.4 How Appropriation Was Initiated: Beneficial use. 11.5 Amount Claimed: 20 g.p.m., absolute. 11.6 Proposed Use: Commercial feedlot, livestock watering, dust control and domestic. Application for Plan of Augmentation 12. Structures to Be Augmented: 19 wells described in the following table and the wells described in ¶’s 4-11 above. The plan is intended to augment any replacement well or alternate point of diversion well authorized in connection with one of the listed wells.

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Name/Permit m Qtr/Qtr Section Township Range Decree

E.E.Sonnenberg Well m 1-RF-317 NW SE 2 10N 48W W2289

E.E.Sonnenberg Well m 2-RF-324 SE NW 1 10N 48W W2289

E.E.Sonnenberg Well m 3-RF-314 SE SW 2 10N 48W W2289

E.E.Sonnenberg Well m 4-RF-315 SE NW 11 10N 48W W2289

E.E.Sonnenberg Well m 5-RF-316 NW NE 11 10N 48W W2289

E.E.Sonnenberg Well m 6-RF-318 SW SW 1 10N 48W W2289

E.E.Sonnenberg Well m 7-RF-319 SW SE 1 10N 48W W2289

E.E.Sonnenberg Well m 8-012933-F

NE SW 6 10N 47W W2289

E.E.Sonnenberg Well m 9-9578-F NW NW 7 10N 47W W2289

E.E.Sonnenberg Well m 10-9579-F

SE NE 12 10N 48W W2289

E.E.Sonnenberg Well m 11-10789-F

NE SW 12 10N 48W W2289

E.E.Sonnenberg Well m 12-10790-F

SE SE 11 10N 48W W2289

Well m 13-021082-F SW NE 6 10N 47W W7564

Well m 14-021081-F NW NW 5 10N 47W W7564

Well m 15-021080-F NE NW 5 10N 47W W7564

Red Lion Well-1-R8229-RF SE SW 35 11N 48W W7980

Feedlot Well m 1-38553 SW SE 2 10N 48W

Feedlot Well m2-38825 SW SE 2 10N 48W

Feedlot Well m 3-NR NE SE 2 10N 48W Are there other rights diverted from these structures? Yes. Dinsdale Augmentation Well m 1 is the same structure as E. E. Sonnenberg Well m 2-RF-324. Dinsdale Augmentation Well m 2 is the same structure as E. E. Sonnenberg Well m 10-9579-F. Dinsdale Augmentation Well m 3 is the same structure as E. E. Sonnenberg Well m 11-10789-F. Dinsdale Augmentation Well m 4 is the same structure as E. E. Sonnenberg Well m 9-9578. 13. Water Rights to be Used for Augmentation: 13.1 Wells in ¶2-8. Applicant reserves the right to add additional augmentation wells and recharge wells to this plan. If the Applicant’s recharge projects produce accretions in excess of that needed to augment the structures in ¶12, this plan includes the recapture of excess accretions from recharge by making additional diversions at the recharge wells in ¶2 and ¶3 or by leasing such water to other water users pursuant to an approved Substitute Water Supply Plan or a Water Court Decree. 13.2 Augmentation credits available from Case m 01CW061 and Case m 02CW363. Red Lion Well-1-R8229-RF is included in 02CW363. 13.3 Applicant seeks approval to add water rights it acquires by purchase or lease to be used as replacement sources for this plan of augmentation. Applicant proposes that for reservoir water 60% and for direct flow water 50% of the previous 5 years average releases be available for augmentation purposes. These percentages for reservoir and direct flow waters are subject to change based on field validation of historic practices. If the Water Court has quantified the

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historic use of the same type of shares to be used for replacement water, Applicant proposes to use the consumptive use and return flow obligations found in such a decree, unless changed circumstances indicate a different historic use should be used. 14. Plan for Augmentation. 14.1 Diversions from the wells listed in ¶12 cause depletions to the South Platte River. To the extent that those depletions are out of priority, the purpose of this plan is to provide for replacement of such out of priority depletions in time, location and amount to the extent necessary to prevent injury to senior water rights. 14.2 Method for Determination of Well Depletions. Applicant’s current method of determining well depletions is based on well pumping data. Applicant collects actual well pumping data each year based on power records or flow meter readings and determines the amount pumped. The amount of water projected for next year’s pumping is based on a rolling average of the last five years of pumping. Based on approval by the State Engineer the consumptive use of the total pumping is estimated to be 40%-50% for well water applied by flood irrigation and 75% applied by sprinkler irrigation, 100% for feedlot wells and augmentation wells. The consumptive use of the well water is lagged using the SDF method to determine the cumulative depletion for each well. Applicant reserves the right to utilize a consumptive use model instead. In such a model, the historic consumptive use for each field is estimated for the period 1982 – 2002 and future years are added. This history is necessary to determine the long term resulting depletion attributed to the 19 wells after consideration of alluvial lagging effects. The modified Blaney-Criddle crop evapotranspiration method is used to estimate monthly crop potential consumptive use for the crops historically grown over the period. The consumptive use model is a water budget that includes surface water inputs, effective precipitation and soil moisture storage. A monthly water budget is simulated for each field for every month of the applicable period. This budget includes the distinction between flood and sprinkler acres. After credit of any applicable surface water sources, effective precipitation and soil moisture the model estimates the amount of alluvial water to fulfill the net crop water irrigation requirement not met by the surface water supplies. Using the current method, and given the data and information currently available, monthly river depletions for the 2003 water year for the 19 wells, in acre feet, are estimated as follows:

Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Total

312.97

246.35

201.02

156.83

151.71

137.16

143.38

203.55

415.72

589.5

567.56

458.43

3584.6

These estimates are not fixed but will vary year to year and change based on changes in annual and monthly data, based on changed assumptions and methodology during the pendency of this application. 14.3 Replacement of Out of Priority Depletions. Applicant will make replacement of out-of-priority depletions that cause material injury to senior vested water rights from the sources identified in ¶13. 14.4 Accounting and Reporting. Applicant will provide reports and accountings to the State and Division Engineers. 15. Applicant reserves the right to operate pursuant to the 2002 Amended Rules and Regulations, Case m 02CW108, or terms contained therein, until a decree is entered in this case, to the extent such Rules are approved by the Water Court or are otherwise legally effective. Applicant reserves the right to operate pursuant to §37-92-308 C.R.S. or any amendments thereto. 16. Name and Address of Owner of the Structures: Applicant owns the structures. 2003-CW-195 Lower Logan Well Users, Inc., 30608 Road 385, Iliff, Colorado 80736, (970) 521-1028. C/O Kim R. Lawrence of Lind, Lawrence & Ottenhoff, LLP, 1011 11th Avenue, Greeley, CO, 80631, 970-356-9160. Application for Water Rights, Change of Water Rights and Approval of Plan for Augmentation in Logan, Morgan, Washington and Sedgwick Counties. Application for Water Rights 2. Name of Structure: Iliff and Platte Valley Ditch Recharge Project (IPV). 2.1 Legal Description of Diversion Points: 2.1.1. Ditch Headgate: In the NE¼ SW¼ of Section 25, Township 9 North, Range 52 West of the 6th P.M., Logan County, Colorado at the diversion works of

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the Iliff and Platte Valley Ditch. 2.1.2. Sevenmile Creek: In the SE¼ SW¼ of Section 18, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado where Sevenmile Creek is intercepted by the ditch. 2.1.3. Trap Draw: In the NW¼ NE¼ of Section 18, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado where Trap Draw is intercepted by the ditch. 2.1.4 Korrey Draw: In the NE¼ NE¼ of Section 8, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado where Korrey Draw is intercepted by the ditch. 2.1.5. Lewis Creek: In the SW¼ NE¼ of Section 35, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado where Lewis Creek is intercepted by the ditch. 2.1.6. Schuppe Draw: In the SW¼ NE¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Schuppe Draw is intercepted by the ditch. 2.1.7. Simpson Draw: In the SE¼ NE¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Simpson Draw is intercepted by the ditch. 2.2. Source of Water: The South Platte River and its tributaries. 2.3. Date of Initiation of Appropriation: 2.3.1. Ditch Headgate: Started recharge December 23, 2002; maximum rate of 4.4 c.f.s. on March 24, 2003. 2.3.2. Sevenmile Creek: Started recharge March 12, 2002.; maximum rate of 1.2 c.f.s. on March 18, 2002. 2.3.3. Trap Draw: Started recharge March 12, 2002.; maximum rate of 1.9 c.f.s. on March 18, 2002. 2.3.4. Korrey Draw: Started recharge March 12, 2002.; maximum rate of 2.2 c.f.s. on March 18, 2002. 2.3.5. Lewis Creek: Started recharge March 12, 2002.; maximum rate of 0.8 c.f.s. on March 18, 2002. 2.3.6. Schuppe Creek: March 12, 2002. 2.3.7. Simpson Draw: March 12, 2002. 2.3.8. How Appropriations Were Initiated: Diversion and beneficial use. 2.4. Description of Recharge: Water is diverted at the points described in ¶2.1 and is allowed to percolate from the ditch into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The water so diverted may also be delivered either above or below the ditch to facilities proximate to the ditch for the same purposes. The following initial sites have been identified. These sites may be modified and other sites added. 2.4.1. IPV Recharge/Reservoir Site m 1 (Schuppe m 1): In the SW¼ NE¼ of Section 29, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 2.4.2. IPV Recharge/Reservoir Site m 2 (Kielian m 1): In the SW¼ SW¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 12 a.f. with 0 dead storage. 2.4.3. IPV Recharge/Reservoir Site m 3 (Kielian m 2): In the SW¼ SE¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 12 a.f. with 0 dead storage. 2.4.4. IPV Recharge/Reservoir Site m 4 (Stieb m 1): In the SW¼ NW¼ of Section 34, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 40 a.f. with 0 dead storage. 2.4.5. IPV Recharge/Reservoir Site m 5 (Stieb m 2): In the SW¼ SE¼ of Section 33, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 40 a.f. with 0 dead storage. 2.4.6. IPV Recharge/Reservoir Site m 6 (Stieb m 3): In the SE¼ SE¼ of Section 33, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2 acres. Total active capacity in acre feet: 20 a.f. with 0 dead storage. 2.5. Amount Claimed: 2.5.1. Ditch Headgate: 4.4 c.f.s., absolute and 145.6 c.f.s., conditional. 2.5.2. Sevenmile Creek: 1.2 c.f.s., absolute and 3.8 c.f.s., conditional. 2.5.3. Trap Draw: 1.9 c.f.s., absolute and 3.1 c.f.s., conditional. 2.5.4. Korrey Draw: 2.2 c.f.s., absolute and 2.8 c.f.s., conditional. 2.5.5. Lewis Creek: 0.8 c.f.s., absolute and 4.2 c.f.s., conditional. 2.5.6. Schuppe Draw: 5.0 c.f.s., conditional. 2.5.7. Simpson Draw: 5.0 c.f.s. conditional. 2.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 3. Name of Structure: Upper Harmony Ditch Recharge Project (UHD). 3.1. Legal Description of Diversion Point: 3.1.1. Ditch Headgate: In the SE¼ NE¼ of Section 1, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado at the diversion works of the Harmony m 2 Ditch. 3.1.2. Corral Creek m 1: In the SW¼ NE¼ of Section 15, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado at the site in ¶3.4.7. 3.1.3. Corral Creek m 2: In the NE¼ SW¼ of Section 10, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado at the site in ¶3.4.8. 3.1.4. Corral Creek m 3: In the SW¼ SW¼ of Section 14, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Corral Creek is intercepted by the Harmony m 2 Ditch. 3.1.5. Spring Canyon Draw m 1: In the NE¼ SE¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado at the site in ¶3.4.9. 3.1.6. Spring Canyon Draw m 2: In the SE¼ SE¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado where Spring Canyon Draw is intercepted by the Harmony m 2 Ditch. 3.1.7. Ramsey Draw m 1: In the SE¼ NW¼ of Section 12, Township 10 North, Range 50 West of the 6th P.M., Logan

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County, Colorado at the site in ¶3.4.10. 3.1.8. Ramsey Draw m 2: In the NE¼ NE¼ of Section 13, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Ramsey Draw is intercepted by the Harmony m 2 Ditch. 3.2. Source of Water: The South Platte River and its tributaries. 3.3. Date of Initiation of Appropriation: April 23, 2003. 3.3.1. How Appropriation Was Initiated: Board Resolution. 3.4. Description of Recharge: Water is diverted at the points described in ¶3.1 and is allowed to percolate from the ditch or ponds into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The water so diverted may also be delivered either above or below the ditch to facilities proximate to the ditch for the same purposes. The following initial sites have been identified. These sites may be modified and other sites added. 3.4.1. UHD Recharge/Reservoir Site m 1 (Monheiser m 1): In the S½ NE¼ of Section 13, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 0.5 acres. Total active capacity in acre feet: 2 a.f. with 0 dead storage. 3.4.2. UHD Recharge/Reservoir Site m 2 (Monheiser m 2): In the NE¼ SE¼ of Section 13, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.5 acres. Total active capacity in acre feet: 10 a.f. with 0 dead storage. 3.4.3. UHD Recharge/Reservoir Site m 3 (Mowery m 1): In the SW¼ NE¼ of Section 18, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 6.5 acres. Total active capacity in acre feet: 26 a.f. with 0 dead storage. 3.4.4. UHD Recharge/Reservoir Site m 4 (George m 1): In the SW¼ SW¼ of Section 8, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 3.4.5. UHD Recharge/Reservoir Site m 5 (George m 2): In the NSW¼ NE¼ of Section 8, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 3.4.6. UHD Recharge/Reservoir Site m 6 (Coy m 1): In the NE¼ SW¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4.2 acres. Total active capacity in acre feet: 8.4 a.f. with 0 dead storage. 3.4.7. UHD Recharge/Reservoir Site m 7 (Rudy m 1): In the SW¼ NE¼ of Section 15, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 3.4.8. UHD Recharge/Reservoir Site m 8 (Rudy m 2): In the NE¼ SW¼ of Section 10, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.3 acres. Total active capacity in acre feet: 9.2 a.f. with 0 dead storage. 3.4.9. UHD Recharge/Reservoir Site m 9 (Coy m 2): In the NE¼ SE¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 6 a.f. with 0 dead storage. 3.4.10. UHD Recharge/Reservoir Site m 10 (Coy m 3): In the SE¼ NW¼ of Section 12, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 6 a.f. with 0 dead storage. 3.5. Amount Claimed: 3.5.1. Headgate Diversion: 90 c.f.s., conditional. 3.5.2. At each point of diversion in ¶3.1.2.-3.1.8.: 5 c.f.s., conditional. 3.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 4. Name of Structure: Proctor Water Company Recharge Project (PWC). 4.1. Legal Description of Diversion Points: 4.1.1. In the SE¼ NE¼ of Section 1, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado at the diversion works of the Powell and Blair Ditch. 4.1.2. Corral Creek: In the SW¼ SW ¼ of Section 14, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. 4.1.3. Unnamed Draw: In the SW¼ SE¼ of Section 15, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. 4.1.4. Skinner Draw: In the SE¼ SW¼ of Section 21, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. 4.2. Source of Water: The South Platte River and its tributaries. 4.3. Date of Initiation of Appropriation: April 23, 2003. 4.3.1. How Appropriation Was Initiated: Board Resolution. 4.4. Description of Recharge: Water is diverted at the existing headgate of the ditch and is allowed to percolate from the ditch into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The water so diverted may also be delivered either above or below the ditch to facilities proximate to the ditch for the same purposes. The following initial sites have been identified. These sites may be modified and other sites added. 4.4.1. PWC Recharge/Reservoir Site m 1 (Parker m 1): In the NW¼ NW¼ of Section 32, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 5 acres. Total active capacity in acre feet: 15 a.f. with 0 dead storage. 4.4.2. PWC Recharge/Reservoir Site m 2 (Parker m 2): In the SW/4SW/4 Section 14, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.3. PWC Recharge/Reservoir Site m 3

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(Parker m 3): In the SE/4SW/4 Section 21, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.4. PWC Recharge/Reservoir Site m 4 (Parker m 4): In the SW/4SE/4 Section 21, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.5. PWC Recharge/Reservoir Site m 5 (Parker m 5): In the NE/4SE/4 Section 22, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.6. PWC Recharge/Reservoir Site m 6 (Parker m 6): In the NW/4SW/4 Section 23, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.7. PWC Recharge/Reservoir Site m 7 (Parker m 7): In the NW/4NW/4 Section 26, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.8. PWC Recharge/Reservoir Site m 8 (Parker m 8): In the NW/4NE/4 Section 27, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.9. PWC Recharge/Reservoir Site m 9 (Parker m 9): In the NE/4NW/4 Section 28, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.10. PWC Recharge/Reservoir Site m10 (Parker m 10): In the NE/4NE/4 Section 11, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.11. PWC Recharge/Reservoir Site m 11 (Schuppe m 1): In the SE/4NE/4 Section 29, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.12. PWC Recharge/Reservoir Site m 12 (Schuppe m 2): In the SW/4NE/4 Section 29, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.13. PWC Recharge/Reservoir Site m 13 (Lueck m 1): In the NW/4NE/4 Section 22, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.5. Amounts Claimed: 4.5.1. Headgate Diversion, 90 c.f.s, conditional. 4.5.2. Corral Creek, Unnamed Draw and Skinner Draw; each 20 c.f.s. conditional. 4.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 5. Name of Structure: Stromberger Land and Cattle LLC Recharge Project (SLC). 5.1. Legal Description of Diversion Points: Recharge Wells 6-13 set out in ¶10. 5.2. Source of Water: The South Platte River and its tributaries. 5.3. Date of Initiation of Appropriation: See ¶10. 5.3.1. How Appropriation Was Initiated: Issuance of Permits. 5.4. Description of Recharge: Water is diverted at Recharge Wells 6-13 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 5.4.1. SLC Recharge/Reservoir Site m 1: In the SE¼ NW¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.1 acres. Total active capacity in acre feet: 6.3 a.f. with 0 dead storage. 5.4.2. SLC Recharge/Reservoir Site m 2: In the N½ SE¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.8 acres. Total active capacity in acre feet: 14 a.f. with 0 dead storage. 5.4.3. SLC Recharge/Reservoir Site m 3: In the NW¼ SE¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3.3 acres. Total active capacity in acre feet: 13.2 a.f. with 0 dead storage. 5.4.4. SLC Recharge/Reservoir Site m 4: In the NE¼ SE¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.8 acres. Total active capacity in acre feet: 22.4 a.f. with 0 dead storage. 5.4.5. SLC Recharge/Reservoir Site m 5: In the NW¼ NW¼ of Section 19, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4.7 acres. Total active capacity in acre feet: 14.1 a.f. with 0 dead storage. 5.4.6. SLC Recharge/Reservoir Site m 6: In the NW¼ NW¼ of Section 24, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3.2 acres. Total active capacity in acre feet: 9.6 a.f. with 0 dead storage. 5.4.7. SLC Recharge/Reservoir Site m 7: In the NW¼ SW¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.2 acres. Total active capacity in acre feet: 4.4 a.f. with 0 dead storage. 5.5. Amount Claimed: 5.5.1. Wells m 6-8, 12, 13 in ¶10, each 6.68 c.f.s. conditional. 5.5.2. Well 9 (58703-F) 3.0 c.f.s., absolute and 3.68 c.f.s., conditional. 5.5.3. Well 10 (58704-F) 4.4 c.f.s., absolute and 4.52 c.f.s., conditional. Well 11 (58705-F) 4.4 c.f.s., absolute and 4.52 c.f.s., conditional. 5.6. Use: Augmentation, recharge, replacement,

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irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 6. Name of Structure: Svoboda/Stromberger Land and Cattle LLC Recharge Project (SSLC). 6.1. Legal Description of Diversion Points: Recharge Wells 14 & 15 set out in ¶10. 6.2. Source of Water: The South Platte River and its tributaries. 6.3. Date of Initiation of Appropriation: See ¶10. 6.3.1. How Appropriation Was Initiated: Issuance of Permits. 6.4. Description of Recharge: Water is diverted at Recharge Wells 14 & 15 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 6.4.1. SSLC Recharge/Reservoir Site m 1: In the SE¼ NE¼ of Section 4, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.1 acres. Total active capacity in acre feet: 21 a.f. with 0 dead storage. 6.4.2. SSLC Recharge/Reservoir Site m 2: In the SW¼ SE¼ of Section 3, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 5.2 acres. Total active capacity in acre feet: 20.8 a.f. with 0 dead storage. 6.4.3. SSLC Recharge/Reservoir Site m 3: In the NW¼ NE¼ of Section 10, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 1.3 acres. Total active capacity in acre feet: 5.2 a.f. with 0 dead storage. 6.5. Amount Claimed: 6.5.1. Well 14 (58835-F) 4.5 c.f.s., absolute and 1.07 c.f.s., conditional. 6.5.2. Well 15 (58836-F) 4.5 c.f.s., absolute and 1.07 c.f.s., conditional. 6.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 7. Name of Structure: Stieb Land Company Recharge Project (StLC). 7.1. Legal Description of Diversion Points: Recharge Wells 4 & 5 set out in ¶10. 7.2. Source of Water: The South Platte River and its tributaries. 7.3. Date of Initiation of Appropriation: See ¶10. 7.3.1. How Appropriation Was Initiated: Issuance of Permits. 7.4. Description of Recharge: Water is diverted at Recharge Wells 4 & 5 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 7.4.1. StLC Recharge/Reservoir Site m 1: In the SW¼ SW¼ of Section 28, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 5.8 acres. Total active capacity in acre feet: 23.2 a.f. with 0 dead storage. 7.4.2. StLC Recharge/Reservoir Site m 2: In the NE¼ NW¼ of Section 33, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 1.4 acres. Total active capacity in acre feet: 5.6 a.f. with 0 dead storage. 7.5. Amount Claimed: 7.5.1. Well 4 (58771-F) 6.05 c.f.s., absolute and 0.63 c.f.s., conditional. 7.5.2. Well 5 (59187-F) 6.68 c.f.s., conditional. 7.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 8. Name of Structure: Liberal Colorado LLC Recharge Project (LC). 8.1. Legal Description of Diversion Points: Recharge Wells 2 & 3 set out in ¶10. 8.2. Source of Water: The South Platte River and its tributaries. 8.3. Date of Initiation of Appropriation: See ¶10. 8.3.1. How Appropriation Was Initiated: Filing Application. 8.4. Description of Recharge: Water is diverted at Recharge Wells 2 & 3 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 8.4.1. LC Recharge/Reservoir Site m 1: In the SE¼ NW¼, NE¼ SW¼, NW¼ SE¼ of Section 9, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 56 acres. Total active capacity in acre feet: 168 a.f. with 0 dead storage. 8.4.2. LC Recharge/Reservoir Site m 2: In the SE¼ NE¼ of Section 9, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 7.9 acres. Total active capacity in acre feet: 23.7 a.f. with 0 dead storage. 8.4.3. LC Recharge/Reservoir Site m 3: In the SE¼ SE¼ of Section 4, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 8.7 acres. Total active capacity in acre feet: 26.1 a.f. with 0 dead storage. 8.4.4. LC Recharge/Reservoir Site m 4: In the SE¼ NE¼, NE¼ SE¼ of Section 4, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 19.3 acres. Total active capacity in acre feet: 57.9 a.f. with 0 dead storage. 8.4.5. LC Recharge/Reservoir Site m 5: In the SE¼ NW¼, NE¼ SW¼, NW¼ SE¼, SW¼ NE¼ of Section 4, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 7.4 acres. Total active capacity in acre feet: 22.2 a.f. with 0 dead storage. 8.5. Amount Claimed: Well 2, 11.14 c.f.s. and Well 3, 6.69 c.f.s., each conditional. 8.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are

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by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 9. Name of Structure: Ken Freeman Recharge Project (KF). 9.1. Legal Description of Diversion Points: Recharge Well 1 set out in ¶10. 9.2. Source of Water: The South Platte River and its tributaries. 9.3. Date of Initiation of Appropriation: See ¶10. 9.3.1. How Appropriation Was Initiated: Issuance of Permit. 9.4. Description of Recharge: Water is diverted at Recharge Well 1 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial site has been identified. This site may be modified and other sites added. 9.4.1. KF Recharge/Reservoir Site m 1: In the SE¼ SE¼ of Section 21, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 9 a.f. with 0 dead storage. 9.5. Amount Claimed: Well 1 (59194-F) 2.77 c.f.s., absolute and 1.69 c.f.s., conditional. 9.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. Application for Recharge Wells 10. Applicant seeks a water right for each of the structures in the following table. Each location is in Logan County within the 6th P.M. The source of each is groundwater tributary to the South Platte River and each well permit is conditioned on it or other wells being within 100 feet of the river. The appropriation date is based on the application for or issuance of the well permit. Applicant claims each amount for each well as stated in the table, conditional, unless indicated absolute in ¶2-9. The use of each well is augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. The proposed diversions from these structures will be recharged in the ponds described in ¶2-9 or ponds to be developed. Applicant claims the use, reuse and successive uses of the water diverted for recharge purposes under the subject water rights to extinction, either directly or by exchange.

No. Name Permit No. App Date GPM Qtr/Qtr Sec Tnp Rng 1 Freeman 59194-F 3/4/2003 2000 SW NE 21 9N 51W 2 Liberal Colorado pending 4/30/2003 5000 NE NW 4 9N 50W 3 Liberal Colorado pending 4/30/2003 3000 SE SE 33 10N 50W 4 Stieb Land 58771-F 12/10/2002 3000 SE SE 20 9N 51W 5 Stieb Land 59187-F 3/3/2003 3000 SE SE 20 9N 51W 6 Stromberger 58700-F 11/22/2002 3000 NE SE 6 9N 50W 7 Stromberger 58701-F 11/22/2002 3000 NW SE 6 9N 50W 8 Stromberger 58702-F 11/22/2002 3000 NW SE 6 9N 50W 9 Stromberger 58703-F 11/22/2002 3000 NW SW 12 9N 51W

10 Stromberger 58704-F 11/22/2002 4000 NE SE 11 9N 51W 11 Stromberger 58705-F 11/22/2002 4000 SE SE 11 9N 51W 12 Stromberger 58832-F 12/24/2002 3000 NW SE 11 9N 51W 13 Stromberger 58837-F 12/27/2003 3000 NW SE 11 9N 51W 14 Svoboda 58835-F 12/27/2002 2500 SE SE 33 10N 50W 15 Svoboda 58836-F 12/27/2002 2500 SE SE 33 10N 50W

Application for Augmentation Wells. 11. Applicant seeks a water right for each of the structures in the following table. Each location is in Logan County within the 6th P.M. The source of each is groundwater tributary to the South Platte River. The appropriation date is based on the application for or issuance of the well permit. Applicant claims a portion of Wells m 1, 2, 6, 7, 8, 9, 14 and 15, absolute based on actual diversion and beneficial use and the remaining amount, and each of the other wells, conditional. The use of each well is augmentation, replacement and exchange, for all beneficial uses Applicant claims the use, reuse and successive uses of the water diverted for augmentation purposes under the subject water rights to extinction, either directly or by exchange.

No. Name Permit/Receipt No. App Date GPM Qtr/Qtr Sec Tnp Rng 1 Debus 58027-F 8/16/2002 1500 NW NE 10 9N 51W 2 Debus 58028-F 8/16/2002 1500 NW NE 10 9N 51W 3 Hernandez 4346F pending 4/30/2003 1500 SW SW 8 10N 49W 4 Liberal Colorado 49 pending 4/30/2003 2000 SW NE 8 9N 50W

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5 Liberal Colorado 50 pending 4/30/2003 2000 SW NW 8 9N 50W 6 Manuello Brothers 58031-F 8/16/2002 3000 SW NW 29 9N 51W 7 Manuello Brothers 58032-F 8/16/2002 3000 NW NW 31 9N 51W 8 Manuello Brothers 58033-F 8/16/2002 2500 SE NW 32 9N 51W 9 Manuello Brothers 58034-F 8/16/2002 3000 SE SE 31 9N 51W

10 Six D Farms 59285-F 3//26/2003 2500 SW SW 8 9N 50W 11 Six D Farms 59286-F 3/26/2003 2500 NE SW 3 9N 50W 12 Six D Farms 59297-F 3/26/2003 2500 NE SW 8 9N 50W 13 Six D Farms 59298-F 3/26/2003 2500 NW SW 18 9N 50W 14 Stieb, J. 58030-F 8/16/2002 1500 NW NW 1 9N 51W 15 Stieb Land Co. 58029-F 8/16/2002 2000 SW SW 10 9N 51W 16 Stieb Land Co. 506591A 2/26/2003 3000 NW SW 28 9N 51W 17 Stieb Land Co. 506591B 2/26/2003 3000 SW SW 10 9N 51W 18 Stromberger Land 59294-F 3/26/2003 2500 NW SE 13 9N 51W 19 Stromberger Land 59295-F 3/26/2003 2500 NE SW 8 9N 50W 20 Stromberger Land 59296-F 3/26/2003 2500 SE SW 13 9N 51W 21 P&B1 21085-F pending 4/30/2003 2000 NW NW 32 10N 50W 22 Svoboda 501639C 11/12/2002 3000 NE SE 35 10N 50W 23 Parker 21079-F pending 4/30/2003 2500 NE SW 10 9N 51W 24 Parker 13930 pending 4/30/2003 2500 SWSW 2 9N 51W

Application for Change of Water Rights 12. Decreed Name of Structure: Prewitt Inlet Canal. Iliff Irrigation District (7,701.7 acre-rights). 12.1. Decrees: Prewitt Inlet Canal was decreed in Case m 2142 on January 15, 1914 for 32,300 a.f. with an appropriation date of May 25, 1910 and in Case m 16704 on October 18, 1965 for 34,960 a.f. with an appropriation date of December 31, 1929. The Prewitt inlet canal is located in Section 24, Township 5 North, Range 55 West of the 6th P.M., Morgan County, Colorado and the Prewitt Reservoir is located in Section 2, Township 5 North, Range 54 West of the 6th P.M., Washington and Logan Counties, Colorado. 12.2. Historic Use: The 7,701.7 acre-rights of the Iliff-Prewitt have and are used to irrigate 7,701.7 acres, along with other water supplies. 12.3. Proposed Change: Applicant seeks to change the use of the acre rights to include augmentation, replacement, exchange and recharge into the structures described in ¶2-9, as well as the decreed irrigation use, with the right to totally consume the consumable portion of the water, either by first use, successive use, or disposition. Applicant also proposes to release the rights from Prewitt Reservoir and leave the water in the river to provide augmentation rather than divert them at down stream ditches for irrigation. Such augmentation use will replace historic return flows including ditch seepage losses from the use of such surface water rights in the time, location and amount in which they occurred and prevent expanded use of such surface water rights so that other water rights will not be injured. Application for Plan of Augmentation. 13. Structures to Be Augmented: 144 wells described in the following table and the wells described in ¶11 above. The plan is intended to augment any replacement well or alternate point of diversion well authorized in connection with one of the listed wells.

Well Location

Name Well m Court Case No. QuarterQuarter Sec Twp Rng

1 Stromberger 14706F W2289 NE1/4NW1/4 18 09N 50W

2 Stromberger 14707F W2289 NW1/4SE1/4 7 09N 50W

3 Stromberger 6676 W201 SW1/4SW1/4 36 10N 50W

4 Stromberger 6677 W201 SW1/4SE1/4 36 10N 50W

5 Stromberger 6682F W2289 SW1/4SE1/4 34 10N 50W

6 Stromberger 6831F W2289 NW1/4NW1/4 3 09N 50W

7 Stromberger 6834 F W2289 SW1/4SW1/4 35 10N 50W

8 Stromberger 9066F W2799 NW1/4NW1/4 8 09N 50W

9 Stromberger 14711F W2289 SE1/4SE1/4 13 09N 51W

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10 Stromberger 14712F W2289 SE1/4SW1/4 13 09N 51W

11 Stromberger 14713F W2289 NE1/4NE1/4 13 09N 51W

12 Stromberger 14714RF W2289 NW1/4NW1/4 24 09N 51W

13 Stieb Land 6674 W201 NW1/4SE1/4 2 09N 50W

14 Stieb Land 6675 W201 NE1/4NE1/4 2 09N 50W

15 Stieb Land 14708F W2289 NE1/4SE1/4 23 09N 51W

16 Stieb Land 14715F W2289 SE1/4SW1/4 23 09N 51W

17 Stieb Land 14934F W2289 NW1/4SE1/4 23 09N 51W

18 Home Ranch 5872 W1423 SE1/4NE1/4 28 09N 51W

19 Famm Farms 6509F W763 SE1/4SE1/4 31 09N 51W

20 Famm Farms R221 W763 SW1/4NW1/4 32 09N 51W

21 Gary Fanning 1499 W4129 NW1/4NE1/4 32 09N 51W

22 Famm Farms P15699 W20631 SE1/4NW1/4 28 09N 51W

23 Freeman Farm 15115 W856 NW1/4 SE1/4 21 09N 51W

24 Home Ranch 10716F W1232 NE1/4NW1/4 27 09N 51W

25 Home Ranch 10830F W1232 NW1/4 33 09N 51W

26 Florence Muhar 10838 W1154 NW1/4SE1/4 29 09N 51W

27 Veeman Dairy 0704 W1249 SE1/4NE1/4 6 08N 51W

28 Veeman Dairy 10563 F W1249 NE1/4NW1/4 7 08N 51W

29 Veeman Dairy 10564 F W1249 NE1/4SW1/4 6 08N 51W

30 Veeman Dairy 5656F W1249 SW1/4NE1/4 6 08N 51W

31 Veeman Dairy 9323 F W1249 NW1/4NW1/4 5 08N 51W

32 Veeman Dairy 9324 F W1249 NW1/4SW1/4 5 08N 51W

33 Julia Cullip 0100 W2233 SE1/4SE1/4 36 09N 52W

34 J. Allen Marin RF 338 W5761 SE1/4SW1/4 31 09N 51W

35 Famm Farms 6510F W763 SW1/4NW1/4 29 09N 51W

36 Famm Farms 9322F W763 NW1/4NW1/4 31 09N 51W

37 Angelina DeSoto 6572F W1560 SE1/4SE1/4 25 09N 52W

38 Kevin Karg R00142 W691 NE1/4SE1/4 36 09N 52W

39 Kevin Karg 1212 W656 NE1/4SE1/4 36 09N 52W

40 Melvin Fritzler R14166 W1560 SW1/4SW1/4 30 09N 51W

41 Stieb Brothers, Inc. 5316F W1565 SW1/4SW1/4 10 09N 51W

42 Stieb Brothers, Inc. NR W1565 NW1/4NW1/4 10 09N 51W

43 Golden Eagle Ranch 6951 W2154 SE1/4NE1/4 1 09N 51W

44 Golden Eagle Ranch NG-6168/643 W2289 NW1/4NW1/4 5 09N 50W

45 John Stieb 13599F W877 NW1/4NW1/4 1 09N 51W

46 John Stieb 13600F W877 NW1/4NW1/4 1 09N 51W

47 John Stieb 9612F W877 NW1/4NW1/4 1 09N 51W

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48 Fred Kautz 7372 W4048 NW1/4NE1/4 2 09N 51W

49 Fred Kautz 7373 W4048 NW1/4NE1/4 2 09N 51W

50 Fred Kautz 9044F W4048 NE1/4SE1/4 2 09N 51W

51 Hoogland Living Trust 1095 W632 SW1/4NW14 20 09N 51W

52 Hoogland Living Trust 6035F W632 SE1/4NE1/4 19 09N 51W

53 Monroe GT 5986 W859 NE1/4NW1/4 2 09N 51W

54 Edward Stieb 015592F W849 NW1/4NW1/4 20 09N 51W

55 Edward Stieb 015592F(alt) W849 NW1/4NW1/4 20 09N 51W

56 Breidenbach Bros. 6886F W2013 SW1/4SW1/4 36 10N 51W

57 Breidenbach Bros. 6905F W2013 SW1/4SW1/4 36 10N 51W

58 Breidenbach Bros. Not Reg W2013 SW1/4SW1/4 36 10N 51W

59 Herman Gerk 6016 F W866 W1/2NW1/4 16 09N 51W

60 Sylvester Stieb 6036-F W858 SE1/4NW1/4 16 09N 51W

61 Ralph Freeman 5912 W2678 NW1/4 NE1/4 16 09N 51W

62 Monroe GT 5987 W859 NE1/4NW1/4 2 09N 51W

63 Freeman Farm 7148 W856 SE1/4NE1/4 16 09N 51W

64 Julia Cullip 02931F W2233 NW1/4SW1/4 19 09N 51W

65 Julia Cullip 7045 W2233 SW1/4SW1/4 19 09N 51W

66 Julia Cullip 7046 W2233 NW1/4SW1/4 19 09N 51W

67 Julia Cullip RF113-7047 W2233 SW1/4NW1/4 19 09N 51W

68 Dennis Wagner 10011 W863 SW1/4NW1/4 17 09N 51W

69 Dennis Wagner 23051-F W-8509 NE1/4 NW1/4 17 09N 51W

70 Dennis Wagner 9451F W860 SW1/4NW1/4 17 09N 51W

71 Marjorie Vant 13930 W857 SW1/4 SW1/4 2 09N 51W

72 Parker Water & SD 13078F W455 SW1/4NE1/4 23 10N 50W

73 Parker Water & SD 14301 W3175 NW1/4NW1/4 6 09N 50W

74 Parker Water & SD 6169F W2289 NE1/4NW1/4 32 10N 50W

75 Parker Water & SD PO 6511 W1935 SW1/4NW1/4 31 10N 50W

76 Parker Water & SD PO 6512 W1935 SW1/4NW1/4 31 10N 50W

77 Parker Water & SD 6528-F W455 NW1/4 NE1/4 23 10N 50W

78 Parker Water & SD 21079F W7564B NW1/4SE1/4 10 09N 51W

79 Parker Water & SD 6170F W2289 SW1/4NW1/4 15 09N 51W

80 6/D Farms 016693F W7441 SW1/4SW1/4 8 09N 50W

81 6/D Farms 10425F W225 NE1/4SE1/4 8 09N 50W

82 6/D Farms 10426F W123 NW1/4NW1/4 9 09N 50W

83 6/D Farms 14710F W2289 SW1/4NE1/4 18 09N 50W

84 6/D Farms 6672 W201 NE1/4SW1/4 3 09N 50W

85 6/D Farms 6673 W201 SW1/4NE1/4 3 09N 50W

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86 6/D Farms 14709F W2289 NW1/4SW1/4 18 09N 50W

87 D & D Feedlot West 41111 FR W3528 SE1/4 NE1/4 22 10N 50W

88 Bob Monheiser 019808F W7258 NW1/4 SE1/4 13 10N 50W

89 Bob Monheiser 11126RF W 1172 NW1/4SW1/4 13 10N 50W

90 Anthony Kippes 3145 F W1117 SE1/4NW1/4 17 10N 49W

91 George Hernandez 1519 W1118 NE1/4SE1/4 8 10N 49W

92 George Hernandez 1520 RF287 W1118 SW1/4SW1/4 8 10N 49W

93 George Hernandez 4346 F W1118 SW1/4SW1/4 8 10N 49W

94 Coy Marick PO4088 W1116 NE1/4SE1/4 7 10N 49W

95 Coy Marick RO1436 W1116 NE1/4SE1/4 7 10N 49W

96 Pauline Carwin 19046F W3852 SE1/4SE1/4 28 10N 50W

97 School Dist Re 1 17764R W5712 NW1/4SW1/4 21 10N 50W

98 School Dist Re 1 18340-F W5712 NW1/4SW1/4 21 10N 50W

99 School Dist Re 1 19884-RF W5712 NW1/4SW1/4 21 10N 50W

100 Town of Iliff Not Reg W5280 SE1/4NW1/4 16 09N 51W

101 Larry Harris 1498 R W1117 NW1/4NW1/4 22 09N 51W

102 James Rothe 10684 W201 SW1/4NE1/4 23 09N 51W

103 Vern Koester Not Reg 83CW168 SE1/4NE1/4 19 10N 52W

104 Vern Koester RF 340 W3096 NW1/4NE1/4 19 10N 52W

105 Marty Dallegge 11034F W1198 SW1/4NE1/4 8 10N 52W

106 Liberal Colorado LLC 10148F W2799 NW1/4SE1/4 4 09N 50W

107 Liberal Colorado LLC 16554F NW1/4SE1/4 5 09N 50W

108 Liberal Colorado LLC 16555F SE1/4SE1/4 33 10N 50W

109 Liberal Colorado LLC 17768F W7441 SW1/4NW1/4 8 09N 50W

110 Liberal Colorado LLC 17769F W7441 SE1/4SE1/4 5 09N 50W

111 Liberal Colorado LLC 17770F W7441 SW1/4NE1/4 8 09N 50W

112 Liberal Colorado LLC 9067F W2799 NE1/4SW1/4 4 09N 50W

113 Parker Water & San 9546-F W3175 NW1/4SW1/4 31 10N 50W

114 Famm Farms 373 W763 SW1/4SE1/4 31 09N 51W

115 Famm Farms 375 W763 NE1/4NW1/4 31 09N 51W

116 Famm Farms 6999F W749 NE1/4SE1/4 29 09N 51W

117 Famm Farms 20452F W7944 NW1/4NW1/4 28 09N 51W

118 State Land Board 499 W1005 SE1/4NW1/4 6 08N 51W

119 Melvin Fritzler 20451F W7943 Center NE1/4 30 09N 51W

120 Herman Gerk 9462F W977 NW1/4SE1/4 16 09N 51W

121 Arthur Debus 13077F W892 NW1/4NE1/4 10 09N 51W

122 Arthur Debus 5147F W892 NW1/4NE1/4 10 09N 51W

123 Larry Mowery R06622 W1115 SE1/4NE1/4 18 10N 49W

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124 Larry Mowery R01193 W1115 NE1/4NE1/4 18 10N 49W

125 Anthony Kippes 20538F W7812 NW1/4NW1/4 17 10N 49W

126 Rudy Hernandez 13132F W3417 NE1/4NE/4 15 10N 50W

127 John Sieck 7370 W1252 NW1/4NE1/4 7 10N 49W

128 John Sieck 3020F W1252 NW1/4NE1/4 7 10N 49W

129 John Sieck 7371 W1252 NW1/4NE1/4 7 10N 49W

130 Veeman Dairy 3711F W3227 NE1/4SW1/4 27 10N 50W

131 Veeman Dairy 6801F W3227 SE1/4NE1/4 26 10N 50W

132 Veeman Dairy 6802F W3227 SE1/4NE1/4 27 10N 50W

133 Veeman Dairy pending SW1/4SE1/4 6 8N 51W

134 Tom Svoboda34 6678 F W2289 NW1/4NE1/4 36 10N 50W

135 Tom Svoboda35 6679 F W2289 SW1/4NW1/4 36 10N 50W

136 Tom Svoboda36 6680 F W2289 NW1/4SE1/4 35 10N 50W

137 Tom Svoboda37 6681 F W2289 NW1/4SW1/4 35 10N 50W

138 Tom Svoboda42 6683 F W2289 SE1/4SE1/4 33 10N 50W

139 Tom Svoboda43 6684 F W2289 SE1/4SE1/4 33 10N 50W

140 Tom Svoboda44 6685RF372 W8531 NW1/4NE1/4 35 10N 50W

141 Tom Svoboda41 6832 F W2289 SE1/4SW1/4 3 09N 50W

142 Tom Svoboda33 6833 F W2289 SE1/4NE1/4 36 10N 50W

143 Liberal Colorado LLC 21244F SE1/4NE1/4 4 9N 50W

144 Gordon Schuppe Not Reg W2264 NW1/4NE1/4 19 10N 50W

These wells deplete the South Platte River in the reach from about the west line of Section 23, T8N, R52W downstream to the east line of Section 15, T10N, R49W. Other wells in the reach may qualify to be part of this application but may have been unintentionally omitted and will be included later. Are there other rights diverted from these structures? Yes, augmentation water is diverted from some of these wells, which are described in ¶11. 14. Water Rights to be Used for Augmentation: 14.1. Water rights described in ¶2-12. Applicant reserves the right to add additional augmentation wells, recharge wells, shares and rights to this plan. If the Applicant’s recharge projects produce accretions in excess of that needed to augment the structures in ¶13, this plan includes the recapture of excess accretions from recharge by making additional diversions at the ditches in ¶2-9 or the recharge wells in ¶10 or by leasing such water to other water users pursuant to an approved Substitute Water Supply Plan or a Water Court Decree. 14.2. Augmentation credits are available and may be utilized from Bravo Ditch, 96CW657; Hurst Construction Co., 90CW204; Larry Harris 00CW181; Svoboda 96CW120; CDOW Tamarack,96CW1063 and 98CW463; LSPWAE 02CW320; Low Line Ditch 03CW094; leased accretions and/or owners prorata accretions from North Sterling Irrigation District 96CW1034; and others including W7971, W8647and the forthcoming Applications of the Logan Well Users, Inc., Sedgwick County Well Users Inc., and Veeman Dairy (Ramsey Ditch). 14.3. Applicant seeks approval to add water rights it acquires by purchase or lease to be used as replacement sources for this plan of augmentation. Applicant proposes that for reservoir water 60% and for direct flow water 50% of the previous 5 years average releases be available for augmentation purposes. These percentages for reservoir and direct flow water are subject to change based upon field validation of historic irrigation practices including consumptive use and return flows. If the Water Court has quantified the historic use of the same type of shares to be used for replacement water, Applicant proposes to use the consumptive use and return flow obligations found in such a decree, unless changed circumstances indicate a different historic use should be used. 15. Plan for Augmentation. 15.1. Diversions from the wells listed in ¶13 cause depletions to the South Platte River. To the extent that those depletions are out of priority, the purpose of this plan is to provide for replacement of such out of priority depletions in time, location and amount to the extent necessary to prevent injury to senior water rights. 15.2.

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Method for Determination of Well Depletions. Applicant’s current method of determining well depletions is based on well pumping data. Applicant collects actual well pumping data each year based on power records or flow meter readings and determines the amount pumped. The amount of water projected for next year’s pumping is based on a rolling average of the last five years of pumping. Based on approval by the State Engineer the consumptive use of the total pumping is estimated to be 40%-50% for well water applied by flood irrigation, 75% applied by sprinkler irrigation and 100% for feedlot wells and augmentation wells. The applicant will undertake some field validation for historic irrigation practices to determine what consumptive use factors are appropriate. The consumptive use of the well water is lagged using the SDF method to determine the cumulative depletion for each well. Applicant reserves the right to utilize a consumptive use model instead. In such a model, the historic consumptive use for each field is estimated for the period 1974 – 2002 and future years are added. This history is necessary to determine the long term resulting depletion attributed to the wells after consideration of alluvial lagging effects. The modified Blaney-Criddle crop evapotranspiration method or more current scientifically based method is used to estimate monthly crop potential consumptive use for the crops historically grown over the period. The consumptive use model is a water budget that includes surface water inputs, effective precipitation and soil moisture storage. A monthly water budget is simulated for each field for every month of the applicable period. This budget includes the distinction between flood and sprinkler acres. After credit of any applicable surface water sources, effective precipitation and soil moisture the model estimates the amount of alluvial water to fulfill the net crop water irrigation requirement not met by the surface water supplies. The calculations provided by the model are not fixed but will vary year to year and change based on changes in annual and monthly data, based on changed assumptions and methodology during the pendency of this application. 15.3. Replacement of Out of Priority Depletions. Applicant will make replacement of out-of-priority depletions that cause material injury to senior vested water rights from the sources identified in ¶14. 15.4. Accounting and Reporting. Applicant will provide reports and accountings to the State and Division Engineers. 16. Applicant reserves the right to operate pursuant to §37-92-308 C.R.S. or any amendments thereto. Applicant also reserves the right to add any additional recharge/reservoir sites, recharge wells, augmentation wells and Prewitt acre-rights, which Applicant subsequently acquires the right to use, which may be diverted and used by Applicant for the purposes described herein, and used to further augment the wells identified in ¶13; further, additional wells to be augmented may be added in the reach set forth in ¶13, all subject to such conditions as may be provided in any decree entered herein, upon filing a notice of the acquisition of such additional augmentation or recharge sources, or additions to list of wells to be augmented, with the Division Engineer's office and without further judicial proceedings. Applicant also reserves the right to remove any recharge/reservoir sites, recharge wells, augmentation wells and Prewitt acre-rights. 17. Name and Address of Owner of the Structures: Applicants members own the structures and they consent to the application. 2003CW196. TeSodCo, LTD., c/o Stephen F. Cooper, 2004 North Wharton Street, P.O. Box 1616, El Campo, TX 77437, (979) 543-6051. (Wendy S. Rudnik, Esq., Bernard, Lyons, Gaddis & Kahn, P.C., P.O. Box 978, Longmont, CO 80502-0978, (303) 776-9900). APPLICATION TO ADD ADDITIONAL WELLS TO WITHDRAW DENVER BASIN WATER in ADAMS COUNTY. 2. Background: Nontributary and not nontributary water from the Denver Basin aquifers underlying over 20,000 acres of property in Adams County, including property owned by Applicant described in this application, was quantified by decrees entered in 1989 in Case Nos. 86CW230, 86CW231, and 86CW213 in District Court, Water Division 1 (“Original Decrees”). The Original Decrees were amended on April 24, 1998, in Case Nos. 86CW230(D), (F), and (V); Case Nos. 86CW231(D), (F), and (V); and Case Nos. 86CW213(D), (F), and (V) (together referred to as the “Amended Decrees”). The Amended Decrees were in response to a partition of the underlying property between L.C. Fulenwider, Inc. and Van Schaack Holdings, Inc. and a condemnation of a portion of the underlying property by the City and County of Denver. The Amended Decrees confirmed the parties’ respective rights to withdraw and use the nontributary and not nontributary ground water underlying their respective parcels of property and approved the location of additional wells to withdraw the water. Applicant purchased property along with the appurtenant water rights located in the SE¼, Section 23, Township 1 South, Range 65 West of the 6th P.M., Adams County, Colorado (“Applicant’s Property”). Copies of the deeds to the property are attached as EXHIBIT A. Applicant seeks the right to add additional wells on Applicant’s Property to withdraw the nontributary and not nontributary ground water previously quantified under Applicant’s Property. 3. Decreed Name of Structures for Which Change is Sought: a) Denver Aquifer: Not nontributary ground water decreed from the Denver aquifer under SE¼, Section 23, Township 1 South, Range 65 West of the 6th P.M., Adams County, Colorado. i) Description of the Subject Water Right: (1) Decrees: Case No. 86CW231, dated November 22, 1989, District Court, Water Division 1, amended in Case No. 86CW231(V), dated April 24, 1998. (2) Decreed Point of Diversion: Well No. BE D-4, located in the SE¼, SE¼, Section 23, Township

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1 South, Range 65 West of the 6th P.M., at a point 660 feet north of the south section line and 660 feet west of the east section line. No well or well permit currently exists for this well. (3) Amount: 24 acre-feet annually at a pumping rate of 150 gpm (0.33 cfs). (4) Decreed Use: All beneficial uses, including municipal, domestic, industrial, commercial, irrigation, agricultural, stock watering, fire protection, recreation, fish and wildlife preservation and propagation, exchange, replacement and augmentation, including storage and subsequent application to said uses, and the right of reuse, successive use, and disposition by sale, exchange or otherwise to the extinction of all such water. b) Upper Arapahoe Aquifer: Nontributary ground water decreed from the Upper Arapahoe aquifer under SE¼, Section 23, Township 1 South, Range 65 West of the 6th P.M., Adams County, Colorado. i) Description of the Subject Water Right: (1) Decrees: Case No. 86CW230, dated September 28, 1989, District Court, Water Division 1, amended in Case No. 86CW230(V), dated April 24, 1998. (2) Decreed Point of Diversion: Well No. BE AU-4, located in the SE¼, SE¼, Section 23, Township 1 South, Range 65 West of the 6th P.M., at a point 660 feet north of the south section line and 660 feet west of the east section line. No well or well permit currently exists for this well. (3) Amount: 31 acre-feet annually at a pumping rate of 150 gpm (0.33 cfs). (4) Decreed Use: All beneficial uses, including municipal, domestic, industrial, commercial, irrigation, agricultural, stock watering, fire protection, recreation, fish and wildlife preservation and propagation, exchange, replacement and augmentation, including storage and subsequent application to said uses, and the right of reuse, successive use, and disposition by sale, exchange or otherwise to the extinction of all such water. c) Lower Arapahoe Aquifer: Nontributary ground water decreed from the Lower Arapahoe aquifer under SE¼, Section 23, Township 1 South, Range 65 West of the 6th P.M., Adams County, Colorado. i) Description of the Subject Water Right: (1) Decrees: Case No. 86CW230, dated September 28, 1989, District Court, Water Division 1, amended in Case No. 86CW230(V), dated April 24, 1998. (2) Decreed Point of Diversion: Well No. BE AL-4, located in the SE¼, SE¼ Section 23, Township 1 South, Range 65 West of the 6th P.M., at a point 660 feet north of the south section line and 660 feet west of the east section line. No well or well permit currently exists for this well. (3) Amount: 32 acre-feet annually at a pumping rate of 150 gpm (0.33 cfs). (4) Decreed Use: All beneficial uses, including municipal, domestic, industrial, commercial, irrigation, agricultural, stock watering, fire protection, recreation, fish and wildlife preservation and propagation, exchange, replacement and augmentation, including storage and subsequent application to said uses, and the right of reuse, successive use, and disposition by sale, exchange or otherwise to the extinction of all such water. d) Laramie-Fox Hills Aquifer: Nontributary ground water decreed from the Laramie-Fox Hills aquifer under SE¼, Section 23, Township 1 South, Range 65 West of the 6th P.M., Adams County, Colorado. i) Description of the Subject Water Right: (1) Original Decree: Case No. 86CW213, dated September 28, 1989, District Court, Water Division 1, amended in Case No. 86CW213(V), dated April 24, 1998. (2) Decreed Point of Diversion: Well No. BE LFH-5, located in the SE¼, SE¼, Section 23, Township 1 South, Range 65 West of the 6th P.M., at a point 660 feet north of the south section line and 660 feet west of the east section line. No well or well permit currently exists for this well. (3) Amount: 31 acre-feet annually at a pumping rate of 150 gpm (0.33 cfs). (4) Decreed Use: All beneficial uses, including municipal, domestic, industrial, commercial, irrigation, agricultural, stock watering, fire protection, recreation, fish and wildlife preservation and propagation, exchange, replacement and augmentation, including storage and subsequent application to said uses, and the right of reuse, successive use, and disposition by sale, exchange or otherwise to the extinction of all such water. 4. Proposed Change: Applicant requests the right to construct and use additional wells and to withdraw the nontributary and not nontributary ground water decreed to Applicant’s Property in Case Nos. 86CW230(V), 86CW231(V), and 86CW213(V) anywhere on Applicant’s Property. a) Changes in Points of Diversion: No wells or well permits currently exist for the not nontributary ground water from the Denver aquifer and the nontributary ground water from the Upper Arapahoe, Lower Arapahoe, and Laramie-Fox Hills aquifers on the Applicant’s Property. Well permits for the wells to be constructed shall be applied for at such time as Applicant or its successors or assigns are prepared to construct the wells pursuant to the terms of this decree and applicable Colorado law. i) Applicant requests the right to complete such additional wells anywhere on Applicant’s Property to recover and use all physically and legally available water from the Denver, Upper Arapahoe, Lower Arapahoe, and Laramie-Fox Hills aquifers underlying Applicant’s Property. ii) Applicant requests that this Court determine that Applicant has the right to withdraw all of the legally available ground water lying below Applicant’s Property through any wells which may be completed in the future in any one aquifer, as Applicant’s well field in that aquifer. Applicant will file an application with the State Engineer pursuant to Section 37-90-137(10), C.R.S. prior to construction of any wells. b) Applicant will continue to comply with all other terms and conditions in Case Nos. 86CW230, 86CW231, and 86CW213; and Case Nos. 86CW230(V), 86CW231(V), and 86CW213(V). 5. Determination Sought Herein: a) Applicant requests a change in point of diversion so ground water decreed in the Denver, Upper Arapahoe, Lower Arapahoe, and Laramie-Fox Hills aquifers can be diverted through wells located

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anywhere on Applicant’s Property. Applicant requests the initial wells adjudicated on Applicant’s Property along with any additional wells decreed herein shall be treated as a well field. b) Applicant requests that each well may withdraw water at the rate necessary to withdraw the full allowed annual amount of ground water from the Denver, Upper Arapahoe, Lower Arapahoe, and Laramie-Fox Hills aquifers under Applicant’s Property. c) Applicant claims the right to withdraw more than the average annual amount decreed from the Applicant’s Property pursuant to Rule 8.A of the Statewide Nontributary Ground Water Rules, 2 C.C.R. 402-7. 2003CW197(95CW188) Northern Colorado Water Conservancy District, (Trout, Witwer & Freeman, P.C.) Robert V. Trout , Esq., Douglas M. Sinor, Esq., 1120 Lincoln Street, Suite 1600, Denver, Colorado 80903. Telephone: 303-861-1963. Fax: 303-832-4465. E-Mail: rtrout@troutlaw.com. dsinor@troutlaw.com.) Central Colorado Water Conservancy District, Lower South Platte Water Conservancy District (Lind, Lawrence & Ottenhoff LLP, P. Andrew Jones, 1011 11th Avenue, Greeley, Colorado 80631. Telephone: 970-356-9160. Fax: 970-356-1111. E-mail: paj@llolaw.com.) APPLICATION FOR FINDING OF REASONABLE DILIGENCE, IN WELD COUNTY.

1. Name and Address of Applicants:

Northern Colorado Water Conservancy District (ANorthern District@) P.O. Box 679 Loveland, Colorado 80539 (970) 667-2437

Central Colorado Water Conservancy District (ACentral@)3209 West 28th Street Greeley, Colorado 80631 (970) 330-4540

Lower South Platte Water Conservancy District 100 Broadway Plaza, Suite 12 Sterling, Colorado 80751 (970) 522-1378

2. Name of structure: Hardin Dam and Reservoir 3. Description of conditional water right:

A. Original decree:

Case No. 81CW406, Water Division No. 1, decree entered on June 26, 1984.

B. Legal description of location of dam:

The center line of the axis of the dam is described as follows: commencing at a point in Section 21, Township 4 North, Range 62 West, 6th P.M., from whence the Southwest corner of said Section 21 bears South 39Ε20' West 4000 feet and at elevation 4590 feet above sea level, from U.S.G.S. 7-1/2 Minute Series Quad Map, thence North 18Ε 00' East, 21,600 feet across Sections 21, 16, 9, 10 and 3 Township 4 North, Range 62 West, 6th P.M., and Section 34, Township 5 North, Range 62 West, 6th P.M., to a point, elevation 4590 U.S.G.S. Datum.

C. Source: South Platte River.

D. Appropriation date: December 2, 1981.

E. Amount: 841,500 acre-feet, conditional.

F. Use of water:

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Irrigation, municipal, power, industrial, flood control, fish, wildlife, recreation, augmentation, exchange and temporary storage.

4. Reduction in amount of conditional water right:

Based upon yield analyses performed by the Applicants, the Applicants have determined that they now need a storage right for Hardin Reservoir in the amount of 671,000 acre-feet of water per year. Therefore, Applicants abandoned 170,500 acre-feet per year of the Hardin Reservoir conditional decree in Case No. 95CW188, and seek a diligence finding herein only as to the remaining 671,000 acre-feet per year.

5. Outline of what has been done toward completion of the appropriation:

A. Hydrologic Analyses Prior to 1996 (previous diligence period), the Northern District developed a computer based Point Flow Analysis Tool that can be used to better determine the quantity of water that would be available for storage in Hardin Reservoir. The Point Flow Analysis Tool relies upon historical daily 1) flow values at various river gages, 2) diversion values, 3) tributary inflows, and 4) observed drying points to compute the gains occurring between predefined nodes. Ultimately the Point Flow Analysis Tool computes the river flows above and below each node. The sum of the computed daily minimum flow rate occurring downstream of Hardin Dam for those historical days having no river call is presumed to be storable water under the Hardin appropriation date. The prior analysis encompassed the historical period of record from water year 1950 through 1993. During this diligence period additional historical data was collected and tabulated to extend the point flow study period and better ascertain the volume of water storable in Hardin Reservoir. The hydrologic study period now spans from water year 1950 through 2001. To that end, the Northern District has determined that the average annual (n = 52 years) amount that could be potentially captured in Hardin Reservoir is 293,600 acre feet.

B. Endangered Species Activities To receive federal permitting for the construction and operation of Hardin Dam and Reservoir, it is necessary to address issues related to threatened and endangered species. Since the last diligence finding, the applicants have continued to participate in the development of a basin-wide program to address such issues associated with four species listed as threatened and endangered in the Platte River Basin. In June of 1994, Colorado, Wyoming, Nebraska, the U.S. Department of Interior, and environmental interests signed a Memorandum of Agreement (MOA) to develop a basin-wide program that would provide habitat improvements for the species, and that would allow existing and new water projects in the Platte River basin to be permitted. After three years of negotiations to develop the framework for a basin-wide program, the same entities in 1997 entered into a Cooperative Agreement to complete the unfinished components of the proposed program. At this time the final makeup of a program remains unfinished and negotiations are ongoing. As a means to coordinate water users within Colorado=s South Platte River Basin with respect to a proposed Platte River Recovery Program, Applicants have also contributed to the Platte River Project, a sub-group of Colorado Water Congress. During the diligence period work performed by the Platte River Project has been instrumental in assisting the State of Colorado and South Platte water users in advancing a multi-state threatened and endangered recovery program.

Applicants= direct monetary contributions to the Platte River Project and in-kind contributions toward developing a basin-wide Platte River recovery program totals $432,116.

C. Water Quality Sampling Beginning in 1999, Northern District initiated an intensive surface water quality monitoring program near the proposed Reservoir location. To best document current water quality conditions automated water quality samplers

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and recorders have been installed on the South Platte River near Kersey, Colorado and near Weldona, Colorado. Grab samples have also been collected at these same sampling sites biweekly. Parameters sampled include conductivity (EC), pH, water temperature, and percent saturated oxygen. Over 770 samples have been collected since program implementation. Total equipment expenditures for this water quality sampling effort are $8,000.

D. Development of South Platte Mapping and Analysis Tools Yield from Hardin Reservoir may be used to augment certain South Platte tributary groundwater wells located upstream and/or downstream of Hardin Reservoir. Potential augmentation demands are largely a factor of pumping schedule, well location, aquifer characteristics, use of water, and associated primary or supplementary water supplies. During the diligence period Applicants and other Division One water users, in coordination with the Integrated Decision Support (IDS) Group of Colorado State University, have developed several Geographic Information System (GIS) based tools to better assess the augmentation requirements of certain tributary groundwater wells. The development of this suite of computer tools is an attempt to better understand and account for the conjunctive use of surface water and ground water resources in the South Platte Basin. In total, four modules were developed:

SPMAP GIS B South Platte Mapping and Analysis Program, GIS Component. GIS themes and spatial analysis features of SPMAP GIS can be used to create input files for SPCU (South Platte Consumptive Use) Model and SDF (Stream Depletion Factor) View, or as a stand-alone tool. The development of GIS themes for well locations and stream depletion factors (SDFs) have been combined with other useful map themes to provide a comprehensive tool for mapping and analysis.

SDF View B Stream Depletion Factor Model for the South Platte. Stream Depletion Factors (SDF) are used to determine the lag time from when tributary groundwater is pumped and consumed from, or water is recharged to, an alluvial unconfined river aquifer and when an associated depletion or accretion occurs in the river. The SDF View module offers a user-friendly and interactive computer environment to store and process the related data for each groundwater well or groundwater recharge facility.

SPCU B South Platte Consumptive Use (CU) Model. The SPCU model can compute monthly CU using the Blaney-Criddle or Kimberly-Penman techniques. The daily Penman-Monteith method is also available. The CU Model applies crop coefficients to determine the water use of various crops during the growing season based on the available water supply and weather data. SPCU can access weather and surface water supply data from Colorado's HYDROBASE in addition to data available in the GIS component. Groundwater pumping and surface supply data can be selected from SPMAP GIS or entered directly by the user.

Well Tool B This is a set of tools to assist in locating wells and comparing well locations using different mechanisms. Users can locate wells from legal descriptions or from footing calls. The Well Tool will also compute the distance between a given well and a point of interest and determine the footing calls for a given well location.

Total expenditures during the diligence period for Applicants= contribution towards the development of the South Platte Mapping and Analysis Tools have been $70,000.

E. Landownership Determination and Mapping During the diligence period Northern District obtained by agreement with Weld County, the current

Weld County Assessor=s GIS dataset pertaining to the ownership of tracts located within and adjacent to the proposed Hardin Reservoir inundation area. The dataset was used to obtain an updated list of land parcels and land owners that would be affected by inundation of the proposed reservoir. The area of inundation, or high water line, was determined to be 4,572.5 feet above mean sea level and corresponds to a maximum storage volume equal to 671,000 acre-feet. The National Elevation Dataset (NED, 2002), which has a grid cell size of 27 meters per side, was employed to better determine the stage-area-capacity relationship.

F. Renewal of Water Allotment Contract Commitments

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Central has initiated an effort to contact individuals and entities that previously petitioned for water allotment contracts in order to obtain renewed commitments for water allotment contracts.

G. Total Expenditures Applicants= total expenditures for development of Hardin Dam and Reservoir during the diligence period have been $510,116.

6. Names and addresses of owners of land upon which structure will be located:

To the best of Applicants’ knowledge, the following individuals and entities own land which may be inundated by the proposed Hardin Dam and Reservoir: Adams Kathryn M, 312 19 Ave Ct, Greeley, CO 80631 Alles Arthur E, 30824 Weld Co Rd 52, Kersey, CO 80644 Anderson Andrew J, 30523 Weld Co Rd 388, Kersey, CO 80644 Anderson Matthew P & Kimberly A, 0916 Road #388, Kersey, CO 80644 Bijou Irrigation District, 229 Prospect St., Ft Morgan, CO 80701 Campbell Gary a & Dorothy A, 24700 Weld Co Rd 63, Kersey, CO 80644 Carey Harvey Dean & Donna J, C/o Teresa Valverde, P O Box 322, Milliken, CO 80543 Carpenter Clair David, 33150 County Rd 380, Kersey, CO 80644 Centennial Valley Ranch LLc, 1225 17 St #2900, Denver, CO 80202 Cervi Mike, P O Box 1930, Greeley, CO 80632 Cockroft Dairy Farm LLLp, 27906 Weld Co Rd 388, Kersey, CO 80644 Corliss Christopher D, 31872 County Rd, Kersey, CO 80644 Doughman Robert E, 27995 Weld Co Rd 56, Kersey, CO 80644 Douma Paul E & Patricia A, 31993 Wcr 52, Kersey, CO 80644 Eagles Nest Gun Club Inc C/o Jack Cox 5601 W 18 St Unit #10 Greeley, CO 80634 Equus Farms Inc, 555 17 St Ste 2400, Denver, CO 80202 Ferguson John a III, 1299 Green Oaks Dr, Greenwood Village, CO 80121 Flaherty Matthew D, 1201 48 Ave, Greeley, CO 80634 Ford Bruce, 29584 Weld Co Rd 388, Kersey, CO 80644 Giggy Bryan C, 33216 Weld Co Rd 380, Kersey, CO 80644 Gkd Llc, C/o Marla Dejohn, P O Box 5218, Greeley, CO 80632 Glover La Vern & Athlyn K, P O Box 44, Kersey, CO 80644 Hanson Charlotte, 33222 WCR 380, Kersey, CO 80644 Hergenreder Carl & Anna Lou, 31539 County Road 50, Kersey, CO 80644 Hergenreder Carl Lee & Katherine M, 32385 WCR 50, Kersey, CO 80644 Holman James & Elizabeth M Co-trustees, 28333 Weld Co Rd 388, Kersey, CO 80644 Huck Dae G, C/o James Harlan, 700 N Bentsen Palm Dr #79, Mission, TX 78572 Huenink Ronald J & Earlene K, &, 24335 Wcr 67, Kersey, C0 80644 Kielian Mildred L & Louis M, 2002 E 20th St, Greeley, CO 80631 Korgan Helen, 33188 Weld Co Rd 380, Kersey, CO 80644 Korgan Johnny Ray Ii & Lawrence Kim, Conservator, 1011 11th Avenue, Greeley, CO 80631 Krautschun Iris a (3/4 Int), P O Box 157, Spearfish, SD 57783 Krautschun Rodger D & Kathryn M, 32511 Weld Co Rd 380, Kersey, CO 80644 Lohr Ralph, 29333 Weld Co Rd 388, Kersey, CO 80644 Loloff Dolly Jean, Po Box 518, Kersey, CO 80644 Madson James L, 818 8 St, Greeley, CO 80631 Mallard Land and Cattle, Terry Nicholson at Anglers All, 5211 S Santa Fe Drive, Littleton, CO 80120 Miller Danny York & Willard & Viola, 33044 County Road 380, Hardin, CO 80644 Miller Norma L, 33040 Rd 380, Kersey, CO 80644 Monfort Finance Co Inc, One Conagra Dr Cc-237, Omaha, NE 68102 Nakagawa Mary T Trustee, 29945 Weld Co Rd 388, Kersey, CO 80644

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National Hog Farms Inc, 25000 WCR 69, Kersey, CO 80644 New Norway LLC, Po Box 239, Loveland, CO 80539 Nomina Thomas A, 731 N Cr 19E, Loveland, CO 80537 Ochsner Kevin Kenneth & Julie Dawn, 30300 County Rd 388, Kersey, CO 80644 Park James W &, 32730 Weld Co Rd 50, Kersey, CO 80644 Perkins P David,1514 Main St, Unionville, MO 63565 Peters Allen a & Juanita E, 32057 Weld Co Rd 380, Kersey, CO 80644 Peterson Arthur R & Judith T (Trust), 27602 Rd 388, Kersey, CO 80644 Peterson Herman & Dorothy, 30584 Weld Co Rd 380, Kersey, CO 80644 Peterson Randy & Bonnie, 32037 WCR 52, Kersey, CO 80644 Platte Enterprises Inc, C/o Charles Husted, 580 Humboldt St, Denver, CO 80218 Pritchard Valerie S, 1051 6 St Apt#134, Greeley, C0 80631 Ranson Linda J, 31954 County Rd 50, Kersey, CO 80644 Reynolds Scot A, 29436 Weld Co Rd 388, Kersey, CO 80644 Riverside Irrigation Dist, 217 E Kiowa, Fort Morgan, CO 80701 Rothe Roy W, 24334 Weld Co Rd 61, Kersey, CO 80644 S L W Ranch Company, C/o Stow Witwer, 822 7th St #760, Greeley, CO 80631 Siebring Neeland B Trust, 31752 Weld Co Rd 52, Kersey, CO 80644 Siebring Norma A, 31752 Weld Co Rd 52, Kersey, CO 80644 Slw Ranch Co, C/o Stow Witwer, 822 7th St #760, Greeley, CO 80631 State of Colorado, Division of Wildlife, 6060 Broadway, Denver, CO 80216 State of Colorado, Land Board, 1313 Sherman St., #621, Denver, CO 80203 Stransky Jerome Richard &, 31497 County Rd 50, Kersey, CO 80644 Van Wyke Jerrald J & Norma Jean, 12649 Dunrobin Ave, Downey, CA 90242 Viefhaus Roger Allen & Dorothy D, 31997 WCR 380, Kersey, CO 80644 Warner Patrick & Teresa A, 31422 County Road 50, Kersey, CO 80644-9538 Weld County, 915 10 St, Greeley, CO 80631 Western Sugar Co, C/o a E Staley Mfg Co Attn: Linda Martin, 2200 E Eldorado St, Decatur, IL 62525 Wetco Farms Inc, 2055 1 Ave, Greeley, CO 80631 Winpegler Lorraine C., 26890 Weld Co Rd. 61, Kersey, CO 80644 2003CW198, CONCERNING THE APPLICATION FOR WATER RIGHTS OF THE ESTATE OF ESME H. WILLIAMS, THE ESTATE OF CATHERINE H. ROCKAFELLOW, POLLY WILLIAMS COX, CATHERINE LOUISE ROCKAFELLOW A/K/A CATHERINE LOUISE FORKNER, ANNE LOUISE COX, AND THOMAS DANIELS COX, APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NOT NONTRIBUTARY AND NONTRIBUTARY SOURCES AND APPROVAL OF AUGMENTATION PLAN, IN THE NONTRIBUTARY LARAMIE-FOX HILLS AND THE NOT NONTRIBUTARY DENVER AND ARAPAHOE AQUIFERS, IN DOUGLAS COUNTY. 1. Name, address, and telephone number of Applicants: Estate of Esme H. Williams, Estate of Catherine H. Rockafellow, Polly Williams Cox, Catherine Louise Rockafellow a/k/a Catherine Louise Forkner, Anne Louise Cox, and Thomas Daniels Cox, as their interests may appear, c/o 1559 Logan Street, Denver, Colorado 80203 (303) 861-8282 (Carmen S. Hall, Esq., Petrock & Fendel, P.C., 700 17th Street, #1800, Denver, Colorado 80202 (303) 534-0702). 2. Well Permits: Well permits will be applied for prior to construction of the wells. 3. Legal Description of Wells and Subject Property: The wells which will withdraw groundwater from the not nontributary Denver and Arapahoe and nontributary Laramie-Fox Hills aquifers will be located at any location on approximately 595 acres of land, located in the E1/2 of Section 34 and part of the E1/2 of Section 27, T7S, R68W of the 6th P.M., as more particularly described and shown on Attachment A hereto ("Subject Property"). 4. Source of Water Rights: The source of the groundwater to be withdrawn from the Denver and Arapahoe aquifers is not nontributary as described in 37-90-103(10.7) and 37-90-137(9)(c), C.R.S. The groundwater to be withdrawn from the Laramie-Fox Hills aquifers is nontributary groundwater as described in 37-90-103(10.5), C.R.S. 5. Estimated Amounts and Rates of Withdrawal: The wells will withdraw the subject amounts of groundwater at rates of flow necessary to efficiently withdraw the entire decreed amounts. Applicants will withdraw the subject groundwater through wells to be located at any location on the Subject Property. Applicants waive any 600 foot spacing rule as described in Section 37-90-137(2), C.R.S. for wells located on the Subject Property. The estimated average annual amounts of withdrawal available from the subject aquifers as indicated below, are based upon the Denver Basin Rules, 2 C.C.R. 402-6. Applicants estimate the following annual amounts are representative of the Denver, Arapahoe and Laramie-Fox Hills aquifers underlying the Subject Property:

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Saturated Annual Aquifer Thickness Amount Denver 450 feet 450 acre-feet Arapahoe 300 feet 300 acre-feet Laramie-Fox Hills 175 feet 156 acre-feet The average annual amounts available for withdrawal from the subject aquifers will depend on the hydrogeology and the legal entitlement of the Applicants' and represents a claim to all Denver, Arapahoe and Laramie-Fox Hills aquifers’ groundwater underlying the Subject Property. Part of the Denver and Arapahoe aquifer groundwater may be reserved for use through exempt wells. 6. Well Fields: Applicants request that this Court determine that Applicants have the right to withdraw all of the legally available groundwater lying below the Subject Property, through the wells requested herein, which may be located anywhere on the Subject Property, and any additional wells which may be completed in the future as Applicants' well fields. As additional wells are constructed, applications will be filed in accordance with 37-90-137(10), C.R.S. 7. Proposed Use: Applicants will use all water withdrawn from the subject aquifers in a water system to be used, reused, successively used, leased, sold, or otherwise disposed of for the following beneficial purposes: municipal, domestic, industrial, commercial, irrigation, livestock watering, recreational, fish and wildlife, and fire protection uses. Said water will be produced for immediate application to said uses, both on and off the property, for storage and subsequent application to said uses, for exchange purposes, for replacement of depletions resulting from the use of water from other sources, and for augmentation purposes. 8. Jurisdiction: The Water Court has jurisdiction over the subject matter of this application pursuant to 37-92-302(2), and 37-90-137(6), C.R.S. 9. Description of plan for augmentation: A. Groundwater to be augmented: Part of the Denver and Arapahoe aquifer groundwater as requested herein as described in paragraph 5 above. B. Water rights to be used for augmentation: Return flows from the use of not nontributary and nontributary groundwater and direct discharge of nontributary ground water. C. Statement of plan for augmentation: Applicants will use Denver and Arapahoe aquifer groundwater to provide inhouse use, stockwatering, and irrigation use, including storage, on the Subject Property. The water will be withdrawn at rates of flow which may be necessary to withdraw the entire decreed amounts. For purposes of this application, it is estimated that inhouse use may require approximately 0.5 acre-feet per year per residence, stockwatering will require 0.05 acre-feet per year for every 4 large domestic animals watered, and irrigation will require 2 acre-feet per year for irrigation of each acre of pasture and 2.5 acre-feet per year for irrigation of each acre of grass and garden. Applicants reserve the right to amend these uses and values without amending this application or republishing the same. Sewage treatment for the in-house use will be provided by non-evaporative septic systems. Consumptive use associated with in-house use will be approximately 10% of water used and it is estimated that approximately 10% of water used for irrigation will be returned to the stream system. Stockwatering uses will be considered to be 100% consumptively used. Before any other type of sewage treatment is proposed in the future, including incorporation of the lots into a central sewage collection and treatment system, Applicants, or successors and assigns, will amend this decree prior to such change and thereby provide notice of the proposed change to other water users by publication procedures required by then existing law. During pumping Applicants will replace and amount equal to 4% of the annual amount withdrawn for use of both the Denver and Arapahoe aquifer groundwater pursuant to 37-90-137(9)(c), C.R.S. Applicants estimate that depletions

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occur to the Plum Creek stream system. Return flows from use of the subject water rights via that stream system will accrue to the South Platte river stream system, and those return flows are sufficient to replace actual depletions while the subject groundwater is being pumped. Applicants will reserve an adequate amount of nontributary groundwater underlying the Subject Property to meet post-pumping augmentation requirements. 10. Remarks: A. Applicants claim the right to withdraw more than the average annual amounts estimated in paragraph 5B above pursuant to Rule 8A of the Statewide Rules, 2 C.C.R. 402-7. B. Although Applicants have estimated the amounts of water available for withdrawal from the subject aquifers based on estimates of relative values for specific yield and saturated thickness, Applicants request the right to revise the estimates upward or downward, based on better or revised data, without the necessity of amending this application or republishing the same. C. Applicants will withdraw parts of the not nontributary Denver and Arapahoe aquifer groundwater requested herein under the plan of augmentation requested herein pursuant to 37-90-137(9)(c), C.R.S. WHEREFORE, Applicants pray that this Court enter a Decree: 11. Granting the application herein and awarding the water rights claimed herein as final water rights, except as to those issues for which jurisdiction of the Court will be specifically retained; 12. Specifically determining that: A. Applicants have complied with 37-90-137(4), C.R.S., and water is legally available for withdrawal by the wells proposed herein, but that jurisdiction will be retained with respect to the average annual amounts of withdrawal specified herein to provide for the adjustment of such amounts to conform to actual local aquifer characteristics from adequate information obtained from wells or test holes drilled on or near Applicants' property, pursuant to 37-92-305(11), C.R.S. and Denver Basin Rule 9.A.; B. The groundwater in the Denver and Arapahoe aquifers is not nontributary and groundwater in the Laramie-Fox Hills aquifers is nontributary groundwater; C. Vested or conditionally decreed water rights of others will not be materially injured by the withdrawals of groundwater and the plan for augmentation proposed herein; D. No findings of diligence are required to maintain these water rights. FURTHER, Applicants pray that this Court grant such other relief as seems proper in the premises.

2003CW199 COLORADO SEMINARY, c/o Jeff Bemelen, Director-Facilities Management, 2400 Race Street, Denver, CO, 303-871-3256. APPLICATION FOR APPROVAL OF PLAN FOR AUGMENTATION IN THE CITY AND COUNTY OF DENVER, IN DENVER COUNTY. Please direct all pleadings to Anne J. Castle, Esq. Holland & Hart, P.O. Box 8749, Denver, CO 80201-8749. Colorado Seminary is a Colorado corporation organized and existing pursuant to a charter approved by the Council and House of Representatives of the Territory of Colorado on March 5, 1864, and which owns and operates the University of Denver. 1. Structures And Ground Water To Be Augmented: In the application in Case No. 03CW146 filed on March 28, 2003, Applicant requested confirmation of its rights to an estimated 43.8 acre-feet of Denver aquifer not nontributary ground water. This ground water underlies property owned by Applicant and the Iliff School of Theology (“Iliff”). Applicant is the owner of approximately 150.58 acres of land located in Sections 23, 24, 25, and 26, all in Township 4 South, Range 68 West of the 6th P.M., City and County of Denver, State of Colorado, more specifically described in Exhibit A herein. Applicant has the consent of Iliff to appropriate and withdraw the ground water in the Denver aquifer underlying an additional and adjacent 10.51 acres of land owned by Iliff in Sections 25 and 26, Township 4 South, Range 68 West of the 6th P.M., City and County of Denver, also more specifically described in Exhibit A herein. The lands described in Exhibit A are collectively referred to herein as the “Property.” A map showing the location of the Property is attached hereto as Exhibit B. Applicant seeks herein approval of a plan for augmentation to augment withdrawals of this Denver aquifer not nontributary ground water from the wells described in the application in Case No. 03CW146. Wells may be constructed at any location on the Property, but no closer than 600 feet from an existing well in the same aquifer owned by a person or entity other than Applicant, unless specifically approved by the Colorado State Engineer. All wells proposed to be drilled into the Denver aquifer will be located more than one mile from the point of contact with the nearest surface stream. There are no other water rights that

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will be diverted through these well structures. 2. Water Rights to be Used for Augmentation: Return flows from the use of nontributary and not nontributary ground water and direct discharge of nontributary ground water. 3. Statement of Plan for Augmentation: In the application in Case No 03CW146 (“Application”), Applicant requested court approval adjudicating the estimated 43.8 acre-feet of Denver aquifer not nontributary ground water underlying the Property (“Subject Ground Water”). In the Application, Applicant also requested adjudication of nontributary ground water underlying the Property in the Upper Arapahoe, Lower Arapahoe, and Laramie-Fox Hills aquifers. The Subject Ground Water will be withdrawn over a 100 year pumping period from wells described in the Application. In order to assure that no vested water rights are injuriously affected by withdrawals of the Subject Ground Water, Applicant seeks to obtain approval of this augmentation plan providing for the replacement of at least 4% of the annual withdrawals of the Subject Ground Water, as required by Colo. Rev. Stat. § 37-90-137(9)(c). The Subject Ground Water withdrawn will be used for all existing and future beneficial purposes including, without limitation, domestic, irrigation, commercial, industrial, fire protection, recreation, livestock watering, dust control, wetland and water feature establishment and maintenance, fish and wildlife, and any and all uses associated with the educational and religious facilities located on the Property. Return flows from Applicant’s use of the Subject Ground Water and ground water from the Upper Arapahoe, Lower Arapahoe, and Laramie-Fox Hills aquifers as described above (the “Nontributary Ground Water”) will exceed the depletions caused by Applicant’s withdrawal of the Subject Ground Water. Applicant will use a sufficient portion of withdrawals of the Subject Ground Water and the Nontributary Ground Water for the irrigation of portions of the Property, to generate return flows in an amount no less than 4% of the annual withdrawal of the Subject Ground Water. Depletions from withdrawals of the Subject Ground Water are believed to affect the Cherry Creek and South Platte River systems. Return flows from irrigation use of the Subject Ground Water and the Nontributary Ground Water will accrue to the Cherry Creek and South Platte River systems. After Applicant has withdrawn the entire amount of the Subject Ground Water allowed pursuant to the decree entered in Case No. 03CW146, or after pumping of the Subject Ground Water ceases, Applicant will demonstrate that any depletions which may occur to the stream system are non-injurious and need not be replaced. However, if the Court finds that such depletions must be replaced, Applicant will reserve an adequate amount of nontributary ground water in the Laramie-Fox Hills aquifer requested in Case No. 03CW146 underlying the Property to meet augmentation requirements. 4. Name and Address of Owners of Land On Which Structures Will Be Located and Upon Which Water Will Be Placed to Beneficial Use: Applicant (see paragraph 1 above) and Iliff School of Theology, 2201 South University Boulevard, Denver, Colorado 80208, Telephone: (303) 744-1287. WHEREFORE, Applicant requests that this Court enter a judgment and decree: A. Granting the application herein and awarding a judgment and decree approving the proposed plan for augmentation; B. Specifically determining that the requested plan for augmentation will not injuriously affect the owner of or persons entitled to use water under a vested water right or decreed conditional water right; C. Specifically determining that sufficient replacement water is available from the return flows described herein to meet Applicant’s obligation to replace at least 4% of Applicant’s Denver aquifer withdrawals. D. Directing the State Engineer to issue well permits in conformance with the provisions in this plan for augmentation for the wells necessary to withdraw the Subject Ground Water. (5 pages, plus two exhibits) 2003CW200 EAST CHERRY CREEK VALLEY WATER AND SANITATION DISTRICT. APPLICATION FOR APPROVAL OF PLAN FOR AUGMENTATION AND APPROPRIATIVE RIGHT OF EXCHANGE, IN ARAPAHOE COUNTY. Name, address and telephone number of Applicant: East Cherry Creek Valley Water and Sanitation District, 4343 Buckley Road, Suite 300, Aurora, Colorado 80015, (303) 693-3800. Direct all correspondence or inquiries to: William B. Tourtillott, Esq., Carolyn F. Burr, Esq., Friedlob Sanderson Paulson & Tourtillott, LLC, 1775 Sherman Street, Twenty-First Floor, Denver, Colorado 80203, Tel: (303) 571-1400; 1. Background East Cherry Creek Valley Water and Sanitation District (hereinafter “ECCV or “District”) is a quasi-municipal corporation and political subdivision of the State of Colorado. By this Application, the District seeks to quantify the amount and timing of irrigation return flows attributable to use of the District’s nontributary ground water rights in the West Toll Gate Creek and East Toll Gate Creek basins and their tributaries. The District proposes to use these irrigation return flow rights by (1) direct diversion and reuse; and (2) augmentation, and in some cases exchange, of District wells that divert from Piney Creek and Cherry Creek. Source of Irrigation Return Flows The water that is the subject of this application includes return flows from irrigation of lawns, parks, open spaces, school grounds, golf courses, and spillage from Denver Basin non-tributary ground water rights owned, controlled, or claimed by the District pursuant to the following Water Court decrees. All such water may be fully

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consumed by Applicant by use, reuse, and successive use pursuant to the applicable decrees and § 37-82-106, except in those instances in which 2% is required to be relinquished to the stream.

WATER COURT CASE NUMBER

AVERAGE ANNUAL WITHDRAWAL (AF) DAWSON DENVER ARAPAHOE L-F HILLS

85CW054 (79CW177) 374

84CW397 (79CW179) 134

83CW083 (W-7683)* 2402 1747

81CW427 319 253 500 190

85CW196 (79CW260) 85CW196(A)*

62 54 127 70

84CW153 (W-9420) 290 325.9

83CW329 (W-9211 & W-9212)

129 132

80CW330(A)* 237 167

85CW171* 96

83CW330 4000

86CW058* 883 444

84CW290* 74 46

85CW172(A)* 41 33

88CW016* 31 18

86CW314 (79CW041) 22 35.18

84CW616 (79CW041) 70 120

89CW166 (W-9433) 196 290

84CW186 (79CW176) 160

84CW275 (79CW253) 59 95 287 64.5

85CW053 (79CW178) 180

94CW007 128.3 93.6

99CW161* 453 10.6** 273.1

99CW163 1700

99CW164† 132 1490 617 * DECREE REQUIRES 2% OF WITHDRAWALS TO BE RELINQUISHED TO THE STREAM

SYSTEM ** LOWER ARAPAHOE AQUIFER † 2% RELINQUISHMENT REQUIRED ON 121 A.F. OF ARAPAHOE AQUIFER WATER

DECREED IN CASE NO. 85CW111

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i. Description of Structures to Divert and Recapture Non-Tributary Irrigation Return Flows: Foxhill Park Diversion: Legal Description: The Foxhill Park diversion structure will be located on West Toll Gate Creek approximately 1,550 feet from the South section line and 100 feet from the West section line in the Northwest ¼ of the Southwest ¼ of Section 11, Township 5 South, Range 66 West of the 6th Principal Meridian. Diversion Rate: 2.0 c.f.s. Pioneer Park Diversion: Legal Description: The Pioneer Park diversion structure will be located on West Toll Gate Creek approximately 2,750 feet from the South section line and 1,450 feet from the East section line in the Southwest ¼ of the Northeast ¼ of Section 14, Township 5 South, Range 66 West of the 6th Principal Meridian. Diversion Rate: 1.2 c.f.s. Spring Creek Park Diversion: Legal Description: The Spring Creek Park diversion structure will be located on a tributary to West Toll Gate Creek approximately 100 feet from the North section line and 1,250 feet from the West section line in the Northwest ¼ of the Northwest ¼ of Section 11, Township 5 South, Range 66 West of the 6th Principal Meridian. Diversion Rate: 2.6 c.f.s. Open Space Park Diversion: Legal Description: The Open Space Park diversion structure will be located on a tributary of West Toll Gate Creek approximately 150 feet from the North {.softlinesection line and 500 feet from the West section line in the Northwest ¼ of the Northwest ¼ of Section 2, Township 5 South, Range 66 West of the 6th Principal Meridian. Diversion Rate: 3.2 c.f.s. East Toll Gate Creek Diversion: Legal Description: The East Toll Gate Creek diversion structure will be located approximately 100 feet from the North section line and 1,000 feet from the East section line in the Northeast ¼ of the Northeast ¼ of Section 12, Township 5 South, Range 66 West of the 6th Principal Meridian. Diversion Rate: 0.8 c.f.s. A map depicting the structures described above is attached as Exhibit A. Description of Structures to be Augmented: District Alluvial Well CC-10: Legal Description: Located in the NW1/4 of the NE1/4 of Section 19, Township 5 South, Range 66 West of the 6th P.M., at a point approximately 1,125 feet from the North Section line and 2,305 feet from the East Section line of said Section 19. Diversion Rate: 1,000 gpm Decree Information: Decreed by the Division No. 1 Water Court on February 26, 1999 in Case No. 86CW380, with an appropriation date of November 13, 1986. District Alluvial Well CC-12: Legal Description: Located in the NW1/4 of the NE1/4 of Section 19, Township 5 South, Range 66 West of the 6th P.M., at a point approximately 725 feet from the North Section line and 2,020 feet from the East Section. line of said Section 19. Diversion Rate: 1,000 gpm Decree Information: Decreed by the Division No. 1 Water Court on February 26, 1999 in Case No. 86CW380, with an appropriation date of November 13, 1986. District Alluvial Well CC-15: Legal Description: Located in the NW1/4 of the NE1/4 of Section 19, Township 5 South, Range 66 West of the 6th P.M., at a point approximately 45 feet from the North Section line and 2,350 feet from the East Section line of said Section 19. Diversion Rate: 1,000 gpm Decree Information: Decreed by the Division No. 1 Water Court on February 26, 1999 in Case No. 86CW380, with an appropriation date of November 13, 1986. Piney Creek Well No. 1 Legal Description: Located in the SE1/4 of the SW1/4 of Section 17, Township 5 South, Range 66 West of the 6th P.M., at a point 400 feet from the South section line and 1,500 feet from the West section line of said Section 17. Diversion Rate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No. 88CW054(A), with an appropriation date of March 31, 1988. Piney Creek Well No. 2 Legal Description: Located in the SW1/4 of the SW1/4 of Section 16, Township 5 South, Range 66 West of the 6th P.M., at a point 150 feet from the South section line and 400 fee from the West section line of said Section 16. Diversion Rate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No. 88CW054(A), with an appropriation date of March 31, 1988. Piney Creek Well No. 3 Legal Description: Located in the SW1/4 of the NW1/4 of Section 22, Township 5 South, Range 66 West of the 6th P.M., at a point 2,350 feet from the North section line and 300 feet from the West section line of said Section 22. Diversion Rate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No.

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88CW054(A), with an appropriation date of March 31, 1988. Piney Creek Well No. 4 Legal Description: Located in the SW1/4 of the SE1/4 of Section 23, Township 5 South, Range 66 West of the 6th P.M., at a point 100 feet from the South section line and 2,500 feet from the East section line of said Section 23. Diversion Rate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No. 88CW054(A), with an appropriation date of March 31, 1988. Piney Creek Well No. 5 Legal Description: Located in the NE1/4 of the NW1/4 of Section 25, Township 5 South, Range 66 West of the 6th P.M., at a point 1,300 feet from the North section line and 1,400 feet from the West section line of said Section 25. Diversion .tlineRate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No. 88CW054(A), with an appropriation date of March 31, 1988. Piney Creek Well No. 6 Legal Description: Located in the SE1/4 of the SW1/4 of Section 17, Township 5 South, Range 66 West of the 6th P.M., at a point 2,530 feet from the West section line and 200 feet from the South section line of said Section 17. Diversion Rate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No. 88CW054(A), with an appropriation date of March 31, 1988. Piney Creek Well No. 7 Legal Description: Located in the SW1/4 of the SW1/4 of Section 23, Township 5 South, Range 66 West of the 6th P.M., at a point 700 feet from the West section line and 1,025 feet from the South section line of said Section 23. Diversion Rate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No. 88CW054(A), with an appropriation date of March 31, 1988. Piney Creek Well No. 8 Legal Description: Located in the NE1/4 of the NE1/4 of Section 26, Township 5 South, Range 66 West of the 6th P.M., at a point 300 feet from the East section line and 625 feet from the North section line of said Section 26. Diversion Rate: 500 gpm Decree Information: Decreed by the Division No. 1 Water Court on April 13, 1992 in Case No. 88CW054(A), with an appropriation date of March 31, 1988. A map depicting the Piney Creek and Cherry Creek Wells is attached as Exhibit B. Description of Augmentation Plan: Initial Irrigation with Nontributary Sources. ECCV estimates that approximately 900 acres of land within the District in the East and West Toll Gate Creek Basins and their tributaries will be irrigated with nontributary ground water sources listed in paragraph 3, above. Because there are almost no alluvial sand deposits in the stream channels of East and West Toll Gate Creeks within the District boundaries, irrigation return flows from the District’s nontributary sources accrue to East and West Toll Gate Creeks as surface flows within the reaches of those streams located within the District boundaries. Quantities of Reusable Return Flow. Existing Resuable Return Flows. Beginning in November, 2000, the District has taken monthly measurements of stream flow on West Toll Gate Creek to establish a baseline for existing lawn irrigation return flows. Based on these measurements, the District estimates that the existing average annual amount of lawn irrigation return flows is 700 acre-feet in the West Toll Gate Creek basin. Estimated Return Flows at Build Out. The District estimates that when the East and West Toll Gate Creek basins are fully built-out, there will be approximately 12,000 single-family equivalent taps (“SFE’s”). Based on the District’s lawn irrigation return flow data in Piney Creek, ECCV estimates that future lawn irrigation return flows in the Toll Gate Creek basin from 12,000 SFE’s will be approximately 1,200 acre-feet per year. Operation of Augmentation Plan. The District will recapture and divert an amount of water equal to the amount of nontributary ground water irrigation return flow accruing to East and West Toll Gate Creeks and their tributaries. ECCV shall use the Cottonwood Curve methodology to quantify those irrigation return flows. Diversion of said return flows shall be limited to times when there are surface flows attributable to nontributary irrigation return flows in East and/or West Toll

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Gate Creeks. The timing and rate of these diversions shall be such that no material injury will be experienced by holders or users of vested or decreed conditional water rights. Irrigation return flows accruing to West Toll Gate Creek as surface flows may be diverted and measured through one or more of the structures described above in paragraphs 4(a) - (d). The District will then use the recaptured nontributary irrigation return flows to irrigate lands located within the District in the Toll Gate Creek basin. Alternatively, the District may transport the Toll Gate Creek basin recaptured return flows into Piney Creek via a pipeline where they will be used to as a replacement source to augment diversions on Cherry Creek and Piney Creek through the structures listed above in paragraph 5. Toll Gate Creek is a tributary to Sand Creek, which is a tributary to the South Platte River. When there is a live stream along the entire length of the stream from the District to the South Platte River, the District may elect to leave its East and West Toll Gate Creek reusable return flows in the stream and deliver them to the South Platte River for direct diversion and reuse. The District may beneficially use its reusable nontributary irrigation return flows in East and West Toll Gate Creeks for all municipal purposes including irrigation, storage, augmentation and exchange. Claims for Conditional Rights of Exchange Description of Facilities Involved in Exchanges. The facilities involved in the South Platte and Piney Creek Exchanges are as follows: Foxhill Park Diversion Structure, described in paragraph 4(a), above. Pioneer Park Diversion Structure, described in paragraph 4(b), above. Spring Creek Park Diversion Structure, described in paragraph 4(c), above. Open Space Park Diversion Structure, described in paragraph 4(d), above. East Toll Gate Creek Diversion Structure, described in paragraph 4(e), above. District Alluvial Well CC-10, described in paragraph 5(a), above. District Alluvial Well CC-12, described in paragraph 5(b), above. District Alluvial Well CC-15, described in paragraph 5(c), above. Piney Creek Well No. 4, described in paragraph 5(g), above. Piney Creek Well No. 5, described in paragraph 5(h), above. Piney Creek Well No. 7, described in paragraph 5(j), above. Piney Creek Well No. 8, described in paragraph 5(k), above. Toll Gate Pipeline Outlet. The Toll Gate Pipeline Outlet will be located in the SW1/4 of the SW1/4 of Section 23, Township 5 South, Range 66 West of the 6th P.M. at a point where Piney Creek intersects the extension of Himalaya Street. Description of Piney Creek Exchange. The Piney Creek Exchange is a conditional appropriative right of exchange that will maximize the use of water owned by the District by enabling ECCV to use nontributary irrigation return flows accruing in East and West Toll Gate Creeks and a source of substitute supply in exchange for diversions made through certain of the District’s Piney Creek alluvial wells. Exchange Reach. The Piney Creek Exchange reach will be from the Toll Gate Creek Pipeline Outlet, the proposed location of which is the intersection of Himalaya Street and Piney Creek, upstream to Piney Creek Well No. 4, Piney Creek Well No. 5, Piney Creek Well No. 7 and Piney Creek Well No. 8. See Exhibit B. As described in the District’s claim for an augmentation plan, nontributary irrigation return flow accruing to East and West Toll Gate Creeks will be diverted through one or more of the structures described in paragraphs 4(a) through (e). From there, the District will transport the return flows to Piney Creek via a pipeline which the District anticipates will be constructed within the Himalaya Street right of way (the “Toll Gate Creek Pipeline”). Return flows delivered to Piney Creek through the Toll Gate Creek Pipeline will be used to either augment diversions through the District’s wells located downstream of Himalaya Street, or as source of substitute supply in exchange for diversions made through Piney Creek Well Nos. 4, 5, 7 or 8, which are located upstream of Himalaya Street. Rate of Exchange. The maximum rate of exchange for the Piney Creek Exchange is 4.0 cfs. Source of Substitute Supply. The source of substitute supply for the

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South Platte Exchange will be nontributary irrigation return flows attributable to ECCV’s water rights described in paragraph 3, above, that accrue to East and West Toll Gate Creeks. Use of Exchanged Water. The District may use water diverted by exchange through Piney Creek Well Nos. 4, 5, 7, and 8 for all municipal purposes. Appropriation Date. The appropriation date for the Piney Creek Exchange is April 22, 2003. Owners of Land upon which Structures are Located District Alluvial Wells CC-10, CC-12, and CC-15 are located on land owned by ECCV. All other structures, including Foxhill Park Diversion, Pioneer Park Diversion, Spring Creek Park Diversion, Open Space Park Diversion, East Toll Gate Creek Diversion, Piney Creek Well No. 1, Piney Creek Well No. 2, Piney Creek Well No. 3, Piney Creek Well No. 4, Piney Creek Well No. 5, Piney Creek Well No. 6, Piney Creek Well No. 7, Piney Creek Well No. 8, and Toll Gate Creek Pipeline Outlet, are located on land that is jointly owned by ECCV and the Arapahoe Park and Recreation District. The address for the Arapahoe Park and Recreation District is: Arapahoe Park and Recreation District Attn: Doug Rockne P.O. Box 3354, Centennial, CO 80161. WHEREFORE, Applicant requests that this Court enter a decree granting the application herein and awarding the requested augmentation plan and appropriative rights of exchange, and specifically finding that : A. The District’s application is approved to divert, reuse, and successively use for all municipal purposes, including without limitation, irrigation, storage, augmentation and exchange, the irrigation return flows accruing in the East and West Toll Gate Creek basins attributable to the District’s nontributary sources. B. The District’s application for a plan to use nontributary irrigation return flows as a replacement source to augment out-of-priority depletions on Piney Creek and Cherry Creek, tributaries to the South Platte River, is approved. C. The District’s application is approved for a conditional appropriative right of exchange on Piney Creek as requested herein. D. For such other and further relief this Court deems just and proper. 2003CW201 (96CW044) ROCKY MOUNTAIN YEARLY MEETING OF THE FRIENDS CHURCH, c/o Quaker Ridge Camp & Stables, 30150 North Highway 67, Woodland Park, CO 80863 (Veronica A. Sperling, Richard J. Mehren, Moses, Wittemyer, Harrison and Woodruff, P.C., P.O. Box 1440, Boulder, CO 80306-1440, 303-443-8782). APPLICATION FOR FINDING OF DILIGENCE AND TO MAKE ABSOLUTE, IN TELLER, PARK, DOUGLAS AND JEFFERSON COUNTIES. 2. Names of structures: A. Quaker Ridge Camp Well No. 1. B. Springlake Reservoir First Enlargement. C. Quaker Ridge Camp Exchange. 3. Describe conditional water right (as to each structure) giving the following from the Referee’s Ruling and Judgment and Decree: A. Quaker Ridge Camp Well No. 1: Date of Original Decree: April 2, 1977. Case No.: 96CW044. Court: District Court, Water Division No. 1. Legal description: The well will be located in the NW1/4 SE1/4 of Section 25, Township 11 South, Range 69 West of the 6th P.M., Teller County, Colorado, at a point approximately 2250 feet from the east section line and 1800 feet from the south section line of said Section 25. Source: Groundwater tributary to Rupp Gulch, a tributary of Long Gulch, which is tributary to Trout Creek, which in turn is tributary to Horse Creek and the South Platte River. Date of appropriation: February 26, 1996. Amount: 0.058 cfs (26 gpm), CONDITIONAL. Uses: Domestic, commercial, stockwatering, irrigation, recreation, fire protection and all beneficial purposes at Quaker Ridge Camp. Depth (if well): 100 feet. B. Springlake Reservoir First Enlargement: Date of Original Decree: April 2, 1977. Case No.: 96CW044. Court: District Court, Water Division No. 1. Legal description of location of dam: Springlake Reservoir is located in the NW/14 SE1/4 of Section 25, Township 11 South, Range 69 West of the 6th P.M., Teller County, Colorado, at a point 1600 feet from the east section line and 2100 feet from the south section line of said Section 25. Springlake Reservoir is an onstream reservoir. Source: Springs and other surface flows in and along Rupp Gulch, a tributary of Long Gulch, which is tributary to Trout Creek, which in turn is tributary to Horse Creek and the South Platte River. Date of appropriation: February 26, 1996. Amount: 2 acre-feet, CONDITIONAL, with right to fill and refill when in priority. Uses: Domestic, commercial, stockwatering, irrigation, fire protection, piscatorial and wildlife propagation, augmentation, replacement and all beneficial purposes at Quaker Ridge Camp. C. Quaker Ridge Camp Exchange: Date of Original Decree: April 2, 1977. Case No.: 96CW044. Court: District Court,

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Water Division No. 1. Legal description of exchange reach: The reach of the exchange extends from the confluence of the North Fork and the mainstem of the South Platte River in the SE1/4 of Section 25, Township 7 South, Range 70 West, up the South Platte River to its confluence with Horse Creek in the NE1/4 of Section 21, Township 9 South, Range 70 West of the 6th P.M.; thence up Horse Creek to its confluence with Trout Creek in the SW1/4 of Section 36, Township 9 South, Range 70 West of the 6th P.M.; thence up Trout Creek to its confluence with Long Gulch in the NE1/4 of Section 27, Township 11 South, Range 69 West of the 6th P.M.; and then up Rupp Gulch to Quaker Ridge Camp Spring and Pipeline located in the NE1/4 SE1/4 of Section 25, Township 11 South, Range 69 West of the 6th P.M., at a point 350 feet from the east section line and 2550 feet from the south section line of said Section 25, and to Quaker Ridge Camp Well No. 1, described in paragraph 3.A. above, and to Springlake Reservoir First Enlargement, described in paragraph 3.B. above, and for any wells constructed under the decree in Case No. 96CW044 that are not within 100 feet of the stream, to the location on Rupp Gulch where the depletions resulting from pumping the wells impact Rupp Gulch. Source: The source of water to be diverted by exchange is Rupp Gulch, a tributary of Long Gulch, which is tributary to Trout Creek, which in turn is tributary to Horse Creek and the South Platte River. Date of appropriation: February 26, 1996. Amount: 0.036 cfs, CONDITIONAL. Uses: Domestic, commercial, stockwatering, irrigation, fire protection, piscatorial and wildlife propagation, augmentation, replacement and all beneficial purposes at Quaker Ridge Camp. 4. 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: The subject conditional water rights are components of applicant’s water supply system for Quaker Ridge Camp. During the diligence period, applicant has operated the subject exchange to replace depletions resulting from diversions at the Quaker Ridge Camp Spring and Pipeline, for use at Quaker Ridge Camp. The maximum rate of exchange during the diligence period was 0.036 cfs. During the diligence period, applicant also completed 12 hotel-style rooms and a conference room in its conference center (Clark Lodge), increased the number of guests from 1200 per year to 2300 per year, had discussions with the United States Forest Service concerning need for and construction of Quaker Ridge Camp Well No. 1 (see paragraph 45 of decree in Case No. 96CW044), investigated potential improvements to its water system to meet more stringent drinking water quality requirements, and expended approximately $16,464.00 to install a storage tank and pump system and a bag filter, all of which are necessary to use the subject conditional water rights. 5. If claim to make absolute – Water applied to beneficial use: A. Date: May 1, 1997 and subsequently. Amount: Quaker Ridge Camp Exchange, 0.036 cfs. Use: All decreed uses at Quaker Ridge Camp. Description of place of use where water is applied to beneficial use: Quaker Ridge Camp located in the SW1/4 NE1/4, S1/2 NW1/4, NW1/4 SE1/4, and SW1/4 of Section 25; SE1/4 NE1/4 and E1/2 SE1/4 of Section 26, all in Township 11 South, Range 69 West of the 6th P.M., Teller County, Colorado. 6. Names and addresses of owners of land upon which structure is or will be located, upon which water is or will be stored, or upon which water is or will be placed to beneficial use: Applicant. (6 pages) 2003CW202 (W-8651-77) CITY OF BOULDER, P. O. Box 791, Boulder, CO 80306-0791 (Veronica A. Sperling, Richard J. Mehren, Moses, Wittemyer, Harrison and Woodruff, P.C., P.O. Box 1440, Boulder, CO 80306-1440, 303-443-8782). APPLICATION FOR FINDING OF DILIGENCE AND TO MAKE PARTIALLY ABSOLUTE, IN BOULDER COUNTY. 2. Name of structure: Ute Well (Well Permit No. 042385-F, issued on May 25, 1993 by the Office of the State Engineer, replaced original Well Permit No. 995). 3. Describe conditional water right (as to each structure) giving the following from the Referee’s Ruling and Judgment and Decree: Date of Original Decree: November 6, 1978. Case No.: W-8651-77. Court: District Court, Water Division No. 1. Legal description: In the SE1/4 NW1/4, Section 25, Township 1 North, Range 70 West of the 6th P.M., at a point which bears South 8Ε54'45" West, 659.2 feet from the NE corner of the SE1/4 of the NW1/4 of said Section 25, Boulder County, Colorado. Source: Groundwater. Appropriation Date: March 26, 1958. Amount: 0.045 cfs (20 gpm). Uses: Stockwater and irrigation, ABSOLUTE; domestic, municipal, commercial and fire protection, CONDITIONAL. Depth (if well): 145 feet. 4. 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: Boulder acquired the Ute Park property and its water rights, including the Ute Well, in 1995. The Ute Park property is approximately 80 acres located in the SW1/4 NW1/4 and the SE1/4 NW1/4 of Section 25, and the SE1/4 NE1/4 of Section 26, Township 1 North, Range 70 West of the 6th P.M. The Ute Well is part of an overall water supply system for the Ute Park property and is included in a plan for augmentation decreed in Case No. W-8652-77. During the diligence period, Boulder’s Open Space and Mountain Parks Department began conducting administrative, operations and maintenance activities from existing commercial facilities at the Ute Park property and has used the Ute Well as an indoor water supply for municipal, commercial

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and fire protection purposes in connection with those facilities. In addition, during the diligence period, Boulder filed an application in Case No. 2000CW095, to amend the plan for augmentation decreed in Case No. W-8652-77, to make it consistent with current and planned future City uses at the Ute Park property. Boulder expended in excess of $15,000 in connection with these activities. 5. If claim to make absolute – Water applied to beneficial use: Date: March 1, 1998, and subsequently. Amount: 0.0045 cfs (2 gpm). Use: Municipal, commercial and fire protection. Description of place of use where water is applied to beneficial use: Ute Park property. 6. Names and addresses of owners of land upon which structure is or will be located, upon which water is or will be stored, or upon which water is or will be placed to beneficial use: Applicant. 7. Additional information: Applicant, City of Boulder, does not intend to develop the conditional water storage right for the A.R.F. Reservoir originally decreed in Case No. W-8651-77, and requests the Court to cancel that conditional water storage right. (4 pages) Case No. 2003CW203, CONCERNING THE APPLICATION FOR WATER RIGHTS OF GARY AND TERRI BRYNING, AND MOUNTAIN MUTUAL RESERVOIR COMPANY, APPLICATION FOR APPROVAL OF AUGMENTATION PLAN AND EXCHANGE, IN PARK AND JEFFERSON COUNTIES. 1. Name, address, and telephone number of Applicants: Gary and Terri Bryning (Brynings), 3156 Nova Road, Pine, Colorado 80470 (303) 838-0441, and Mountain Mutual Reservoir Company (MMRC), 2525 South Wadsworth Blvd., #306, Denver, Colorado 80227 (303) 989-6932. (Frederick A. Fendel, III, Petrock & Fendel,.P.C., 700 17th Street, #1800, Denver, Colorado 80202 (303) 534-0702). 2. Name of structures to be augmented: Wells 1 and 2, to be located on approximately 33 acres of land which are generally located in part of the SE1/4 of Section 2 and the NE1/4 of Section 11, T7S, R72W of the 6th P.M., as described and shown on Attachment A hereto (Subject Property). One of the wells is an existing well as permitted in Well Permit No. 211588. The source of the wells is Wisp Creek, tributary to Roland Gulch, tributary to the North Fork of the South Platte River. 3. Water rights to be used for augmentation: A. Brynings have entered into a contract with North Fork Associates, LLC to purchase 32.2 shares of the capital stock of the MMRC . The 32.2 shares represents the right to receive 1.010 acre-feet of augmentation water per year from the water rights and storage facilities MMRC holds for the benefit of its shareholders. B. MMRC owns water rights decreed to the Nickerson Ditch No. 2, Parmalee Ditch No. 1, Carruthers Ditch No. 2 (“Nickerson water rights”), portions of which will be used to replace the out-of-priority depletions from the wells described above. The Nickerson water rights have a priority date of May 1, 1867 and were decreed in the original adjudication for former Water District No. 23 by the Park County District Court on May 22, 1913 in Civil Action No. 1678. Historically, the Nickerson water rights were diverted from Deer Creek at the headgate of the Nickerson Ditch No. 2 in the NW1/4SE1/4 of Section 9, T7S, R72W of the 6th P.M., as shown on Attachment A. The terms and conditions under which the Nickerson water rights are used for augmentation, replacement and storage purposes are described in the Decree entered by the District Court for Water Division 1 in Case No. 2000CW174, dated October 11, 2002. Said water includes a maximum diversion rate of 0.8 cfs associated with the Nickerson Ditch rights, which are limited to the May 1, 1867, priorities decreed to the Parmalee Ditch No. 1 and the Carruthers Ditch No. 2. Diversions to storage and/or assignment for instream augmentation credit are limited to the period April 23 through October 31 of each year, and are further limited to those times when water is physically and legally available for diversion at the historic Nickerson Kitch No. 2 headgate on Deer Creek. If the May 1, 1867, priority is not fully satisfied to the extent of 0.8 cfs, the diversion rate is reduced to the flow, which is then physically and legally available. Maximum monthly diversion under the Nickerson Ditch Rights are limited to 2 acre-feet in April, 16 acre-feet in May; 19 acre-feet in June; 16 acre-feet in July; 10 acre-feet in August; 7 acre-feet in September; and 4 acre-feet in October. Maximum monthly diversions are limited to 62 acre-feet per year. During any consecutive 10 year period, total diversions are further limited to 486 acre-feet. The 1.014 acre-feet of replacement water is part of the annual yield of 48.6 acre-feet or 0.0166 cfs of the Nickerson Ditch rights. C. Consumptive use water stored in Maddox Reservoir and/or the Lower Sacramento Creek Reservoir No. 1 will be released to the stream system when the Nickerson water rights are out of priority. The Lower Sacramento Creek Reservoir No. 1 is located in the NE1/4NW1/4 of Section 32 and the SE1/4 of Section 29, T9S, R77W of the 6th P.M., Park County. It was originally decreed in Case No. W-7741-74, for domestic, municipal, commercial, industrial, irrigation, fish and wildlife propagation, recreational and all other beneficial purposes, including exchange to compensate for depletions in the South Platte River or its tributaries. Maddox Reservoir is located in the NE1/4SW1/4 of Section 22, T7S, R73W of the 6th P.M., Park County. 4. Description of plan for augmentation: The Brynings propose to use water through Wells 1 and 2, for a commercial development of the Subject Property. Under this plan for augmentation and exchange, Applicants will divert the water rights subject to this plan when out of priority year-round. Said water will be used on the Subject Property for in-building commercial use, light industrial use, including car and truck

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washing and concrete mixing, and limited irrigation use, and off the Subject Property for well drilling. Applicants reserve the right to amend these uses without amending this application or republishing the same, provided depletions shall not increase. Consumptive use is generally estimated to be 10% of commercial in-building use if using nonevaporative septic systems and 5% if that water is mechanically treated; 80% for irrigation use; and 44% for car and truck washing. Concrete mixing and well drilling use is 100% consumed. Applicant will only divert an annual amount of water through the wells which will not exceed 1 acre-foot of consumption based on these values. To allow continued diversion of the water when not in priority, Applicant will return 1 acre-foot per year of augmentation water as follows: A. The required volume of augmentation water will be provided from the sources described in Paragraph No. 3 above. Due to the small volume of annual stream depletions projected to occur under this plan, instantaneous stream depletions may be aggregated and replaced by one or more releases from storage of short duration. B. Replacement water will be provided to the stream system during the period April 23 through October 31, by leaving Nickerson water rights in the stream at the headgate of the Nickerson Ditch No. 2 as described above. During times when the Nickerson water rights are not in priority and during the non-irrigation season, depletions will be augmented by releasing water from the Maddox Reservoir or the Lower Sacramento Creek Reservoir No. 1. C. Transportation charges will be computed on the basis of 0.13 percent per mile. 5. For operation of this plan Brynings request two appropriative rights of substitute supply and exchange pursuant to Sections 37-80-120 and 37-92-302(1)(a), C.R.S.: A. From the Maddox Reservoir outlet in the NE1/4SW1/4 of Section 22, T7S, R73W and the headgate of the Nickerson No. 2 Ditch in the SE1/4 of Section 9, T7S, R72W, down Deer Creek and the North Fork of the South Platte River to its confluence with Roland Gulch in the NE1/4SE1/4 of Section 30, T7S, R71W, thence up Roland Gulch to the confluence with Wisp Creek in the SE1/4NE1/4 of Section 14, T7S, R72W, thence up Wisp Creek to the point of depletion. B. From the confluence of the North Fork of the South Platte River and the South Platte River in the SW1/4SE1/4 of Section 25, T7S, R70W of the 6th P.M.; thence up the North Fork of the South Platte River to the confluence with Roland Gulch in the NE1/4SE1/4 of Section 30, T7S, R71 W, thence up Roland Gulch to the confluence with Wisp Creek in the SE1/4NE1/4 of Section 14, T7S, R72W, thence up Wisp Creek to the point of depletion. C. The exchanges will be administered with a priority date of April 30, 2003, at a maximum rate of flow of 0.01 cfs. 6. Name of owner of land on which the points of diversion are located: Lower Sacramento Creek Reservoir: Lower Sacramento Creek Reservoir Company, 2525 South Wadsworth Blvd., 306, Denver, Colorado 80227, and Maddox Reservoir: Susan Hickel, P.O. Box 135, Shawnee, Colorado 80475. WHEREFORE, Applicants pray that this Court enter a decree granting the application requested herein and finding that out of priority diversion and use of Applicants’ wells under the plan for augmentation and exchange requested herein will prevent injury to owners and users of vested and conditional water rights, and for such other and further relief as this Court deems just and proper in the premises. 2003CW204, CONCERNING THE APPLICATION FOR WATER RIGHTS OF JOHN AND MARGUERITE DELVA, APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NOT NONTRIBUTARY AND NONTRIBUTARY SOURCES AND APPROVAL OF AUGMENTATION PLAN, IN THE NONTRIBUTARY ARAPAHOE AND LARAMIE-FOX HILLS AND THE NOT NONTRIBUTARY DENVER AQUIFERS, IN DOUGLAS COUNTY. 1. Name, address, and telephone number of Applicants: John and Marguerite Delva, 6420 Meadowbrook Lane, Sedalia, CO 80135. (303) 688-6342. (Carmen S. Hall, Petrock & Fendel, P.C., 700 17th Street, #1800, Denver, Colorado 80202 (303) 534-0702). 2. Well Permits: Well permits will be applied for prior to construction of the wells. 3. Legal Description of Wells and Subject Property: The wells which will withdraw groundwater from the not nontributary Denver and nontributary Arapahoe and Laramie-Fox Hills aquifers will be located at any location on approximately 37 acres of land, located in part of Section 14, T7S, R68W of the 6th P.M., as more particularly described and shown on Attachment A hereto ("Subject Property"). 4. Source of Water Rights: The source of the groundwater to be withdrawn from the Denver aquifer is not nontributary as described in 37-90-103(10.7) and 37-90-137(9)(c), C.R.S. The groundwater to be withdrawn from the Arapahoe and Laramie-Fox Hills aquifers is nontributary groundwater as described in 37-90-103(10.5), C.R.S. 5. Estimated Amounts and Rates of Withdrawal: The wells will withdraw the subject amounts of groundwater at rates of flow necessary to efficiently withdraw the entire decreed amounts. Applicants will withdraw the subject groundwater through wells to be located at any location on the Subject Property. Applicants waive any 600 foot spacing rule as described in Section 37-90-137(2), C.R.S. for wells located on the Subject Property. The estimated average annual amounts of withdrawal available from the subject aquifers as indicated below, are based upon the Denver Basin Rules, 2 C.C.R. 402-6. Applicants estimate the following annual amounts are representative of the Denver, Arapahoe and Laramie-Fox Hills aquifers underlying the Subject Property: Saturated Annual

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Aquifer Thickness Amount Denver 281 feet 18 acre-feet Arapahoe 300 feet 19 acre-feet Laramie-Fox Hills 170 feet 10 acre-feet The average annual amounts available for withdrawal from the subject aquifers will depend on the hydrogeology and the legal entitlement of the Applicants' and represents a claim to all Denver, Arapahoe and Laramie-Fox Hills aquifers’ groundwater underlying the Subject Property. Part of the Denver aquifer groundwater may be reserved for use through an exempt well. 6. Well Fields: Applicants request that this Court determine that Applicants have the right to withdraw all of the legally available groundwater lying below the Subject Property, through the wells requested herein, which may be located anywhere on the Subject Property, and any additional wells which may be completed in the future as Applicants' well fields. As additional wells are constructed, applications will be filed in accordance with 37-90-137(10), C.R.S. 7. Proposed Use: Applicants will use all water withdrawn from the subject aquifers in a water system to be used, reused, successively used, leased, sold, or otherwise disposed of for the following beneficial purposes: municipal, domestic, industrial, commercial, irrigation, livestock watering, recreational, fish and wildlife, and fire protection uses. Said water will be produced for immediate application to said uses, both on and off the property, for storage and subsequent application to said uses, for exchange purposes, for replacement of depletions resulting from the use of water from other sources, and for augmentation purposes. 8. Jurisdiction: The Water Court has jurisdiction over the subject matter of this application pursuant to 37-92-302(2), and 37-90-137(6), C.R.S. 9. Description of plan for augmentation: A. Groundwater to be augmented: All of the Denver aquifer groundwater as requested herein as described in paragraph 5 above. B. Water rights to be used for augmentation: Return flows from the use of not nontributary and nontributary groundwater and direct discharge of nontributary ground water. C. Statement of plan for augmentation: Applicants will use Denver aquifer groundwater to supply the Subject Property for light industrial, commercial, and limited irrigation use. The water will be withdrawn at rates of flow which may be necessary to withdraw the entire decreed amount. It is estimated that there may be seventeen commercial buildings requiring 1 acre-foot per building for in-building commercial use. Applicants reserve the right to amend this uses and values without amending this application or republishing the same. Consumptive use associated with commercial use in buildings will be approximately 10% of the amount used and consumptive use for irrigation will be approximately 90% of the amount used. A small amount of the water will be used for light industrial purposes which is considered to be 100% consumed. Before any other type of sewage treatment is proposed in the future, including incorporation of the lots into a central sewage collection and treatment system, Applicants, or successors and assigns, will amend this decree prior to such change and thereby provide notice of the proposed change to other water users by publication procedures required by then existing law. During pumping Applicants will replace an amount equal to 4% of the annual amount withdrawn to the affected stream system pursuant to 37-90-137(9)(c), C.R.S. Applicants estimate that depletions may occur to the Plum Creek stream system. Return flows from use of the subject water rights via that stream system will accrue to the South Platte river stream system, and those return flows are sufficient to replace the required amount of depletion while the subject groundwater is being pumped. Applicants will reserve an adequate amount of nontributary groundwater underlying the Subject Property to meet post-pumping augmentation requirements. 10. Remarks: A. Applicants claim the right to withdraw more than the average annual amounts estimated in paragraph 5B above pursuant to Rule 8A of the Statewide Rules, 2 C.C.R. 402-7. B. Although Applicants have estimated the amounts of water available for withdrawal from the subject aquifers based on estimates of relative values for specific yield and saturated thickness, Applicants request the right to revise the estimates upward or downward, based on better or revised data, without the necessity of amending this application or republishing the same. C. Applicants will withdraw the not nontributary Denver aquifer groundwater requested herein under the plan of augmentation requested herein pursuant to 37-90-137(9)(c), C.R.S. WHEREFORE, Applicants pray that this Court enter a Decree: 11. Granting the application herein and awarding the water rights claimed herein as final water rights, except as to those issues for which jurisdiction of the Court will be specifically retained; 12. Specifically determining that: A. Applicants have complied with 37-90-137(4), C.R.S., and water is legally available for withdrawal by the wells proposed herein, but that jurisdiction will be retained with respect to the average annual amounts of withdrawal specified herein to provide for the adjustment of such amounts to conform to actual local aquifer characteristics from adequate information obtained from wells or test holes drilled on or near Applicants' property, pursuant to 37-92-305(11), C.R.S. and Denver Basin Rule 9.A.; B. The groundwater in the Denver aquifer is not nontributary and groundwater in the Arapahoe and Laramie-Fox Hills aquifers is nontributary groundwater; C. Vested or conditionally decreed water rights of others will not be materially injured by the withdrawals of groundwater and the plan for augmentation proposed herein; D. No findings of

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diligence are required to maintain these water rights. FURTHER, Applicants pray that this Court grant such other relief as seems proper in the premises. 2003CW205, CONCERNING THE APPLICATION FOR WATER RIGHTS OF KHK PROPERTIES, LLC, TARA J. GANDOMCAR, AND BRANDON D. HIEB, APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NOT NONTRIBUTARY AND NONTRIBUTARY SOURCES AND APPROVAL OF AUGMENTATION PLAN, IN THE NONTRIBUTARY ARAPAHOE AND LARAMIE-FOX HILLS AND THE NOT NONTRIBUTARY DENVER AQUIFERS, IN DOUGLAS COUNTY. 1.Name, address, and telephone number of Applicants: KHK Properties, LLC, Tara J. Gandomcar, and Brandon D. Hieb, 10415 Roxborough Park Road, Littleton, CO 80125 (303) 791-7656. (Carmen S. Hall, Petrock & Fendel, P.C., 700 17th Street, #1800, Denver, Colorado 80202 (303) 534-0702). 2. Well Permits: Well permits will be applied for prior to construction of the wells. 3. Legal Description of Wells and Subject Property: The wells which will withdraw groundwater from the not nontributary Denver and nontributary Arapahoe and Laramie-Fox Hills aquifers will be located at any location on approximately 170 acres of land, located in the NW1/4 and part of the SW1/4NE1/4 of Section 10, T7S, R68W of the 6th P.M., as more particularly described and shown on Attachment A hereto ("Subject Property"). 4. Source of Water Rights: The source of the groundwater to be withdrawn from the Denver aquifer is not nontributary as described in 37-90-103(10.7) and 37-90-137(9)(c), C.R.S. The groundwater to be withdrawn from the Arapahoe and Laramie-Fox Hills aquifers is nontributary groundwater as described in 37-90-103(10.5), C.R.S. 5. Estimated Amounts and Rates of Withdrawal: The wells will withdraw the subject amounts of groundwater at rates of flow necessary to efficiently withdraw the entire decreed amounts. Applicants will withdraw the subject groundwater through wells to be located at any location on the Subject Property. Applicants waive any 600 foot spacing rule as described in Section 37-90-137(2), C.R.S. for wells located on the Subject Property. The estimated average annual amounts of withdrawal available from the subject aquifers as indicated below, are based upon the Denver Basin Rules, 2 C.C.R. 402-6. Applicants estimate the following annual amounts are representative of the Denver, Arapahoe and Laramie-Fox Hills aquifers underlying the Subject Property: Saturated Annual Aquifer Thickness Amount Denver 216 feet 62 acre-feet Arapahoe 358 feet 103 acre-feet Laramie-Fox Hills 173 feet 44 acre-feet The average annual amounts available for withdrawal from the subject aquifers will depend on the hydrogeology and the legal entitlement of the Applicants' and represents a claim to all Denver, Arapahoe and Laramie-Fox Hills aquifers’ groundwater underlying the Subject Property. Part of the Denver aquifer groundwater may be reserved for use through exempt wells. 6. Well Fields: Applicants request that this Court determine that Applicants have the right to withdraw all of the legally available groundwater lying below the Subject Property, through the wells requested herein, which may be located anywhere on the Subject Property, and any additional wells which may be completed in the future as Applicants' well fields. As additional wells are constructed, applications will be filed in accordance with 37-90-137(10), C.R.S. 7. Proposed Use: Applicants will use all water withdrawn from the subject aquifers in a water system to be used, reused, successively used, leased, sold, or otherwise disposed of for the following beneficial purposes: municipal, domestic, industrial, commercial, irrigation, livestock watering, recreational, fish and wildlife, and fire protection uses. Said water will be produced for immediate application to said uses, both on and off the property, for storage and subsequent application to said uses, for exchange purposes, for replacement of depletions resulting from the use of water from other sources, and for augmentation purposes. 8. Jurisdiction: The Water Court has jurisdiction over the subject matter of this application pursuant to 37-92-302(2), and 37-90-137(6), C.R.S. 9. Description of plan for augmentation: A.Groundwater to be augmented: All or part of the Denver aquifer groundwater as requested herein as described in paragraph 5 above. B. Water rights to be used for augmentation: Return flows from the use of not nontributary and nontributary groundwater and direct discharge of nontributary ground water. C. Statement of plan for augmentation: Applicants will use Denver aquifer groundwater to supply residential lots and an equestrian center, and for irrigation use on the Subject Property at rates of flow which may be necessary to withdraw the entire decreed amount. For purposes of this application, it is estimated that residential lots may require approximately 1 acre-foot per year, the equestrian center may require 5 acre-feet per year, including stockwatering, and irrigation will require 2 acre-feet per year for irrigation of each acre of pasture and 2.5 acre-feet per year for irrigation of each acre of grass. Applicants reserve the right to amend these uses and values without amending this application or republishing the same. Sewage treatment for the in-house use and the equestrian center will be provided by non-evaporative septic systems. Consumptive use associated with in-

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house use and in the equestrian center will be approximately 10% of water used and it is estimated that approximately 10% of water used for irrigation will be returned to the stream system. Stockwatering uses will be considered to be 100% consumptively used. Before any other type of sewage treatment is proposed in the future, including incorporation of the lots into a central sewage collection and treatment system, Applicants, or successors and assigns, will amend this decree prior to such change and thereby provide notice of the proposed change to other water users by publication procedures required by then existing law. During pumping Applicants will replace actual depletions to the affected stream system pursuant to 37-90-137(9)(c), C.R.S. Applicants estimate that depletions may occur to the Plum Creek stream system. Return flows from use of the subject water rights via that stream system will accrue to the South Platte river stream system, and those return flows are sufficient to replace actual depletions while the subject groundwater is being pumped. Applicants will reserve an adequate amount of nontributary groundwater underlying the Subject Property to meet post-pumping augmentation requirements. 10. Remarks: A. Applicants claim the right to withdraw more than the average annual amounts estimated in paragraph 5B above pursuant to Rule 8A of the Statewide Rules, 2 C.C.R. 402-7. B. Although Applicants have estimated the amounts of water available for withdrawal from the subject aquifers based on estimates of relative values for specific yield and saturated thickness, Applicants request the right to revise the estimates upward or downward, based on better or revised data, without the necessity of amending this application or republishing the same. C. Applicants will withdraw part or all of the not nontributary Denver aquifer groundwater requested herein under the plan of augmentation requested herein pursuant to 37-90-137(9)(c), C.R.S. WHEREFORE, Applicants pray that this Court enter a Decree: 11. Granting the application herein and awarding the water rights claimed herein as final water rights, except as to those issues for which jurisdiction of the Court will be specifically retained; 12. Specifically determining that: A. Applicants have complied with 37-90-137(4), C.R.S., and water is legally available for withdrawal by the wells proposed herein, but that jurisdiction will be retained with respect to the average annual amounts of withdrawal specified herein to provide for the adjustment of such amounts to conform to actual local aquifer characteristics from adequate information obtained from wells or test holes drilled on or near Applicants' property, pursuant to 37-92-305(11), C.R.S. and Denver Basin Rule 9.A.; B. The groundwater in the Denver aquifer is not nontributary and groundwater in the Arapahoe, and Laramie-Fox Hills aquifers is nontributary groundwater; C. Vested or conditionally decreed water rights of others will not be materially injured by the withdrawals of groundwater and the plan for augmentation proposed herein; D. No findings of diligence are required to maintain these water rights. FURTHER, Applicants pray that this Court grant such other relief as seems proper in the premises. 2003CW207 Hessler Farms, Inc., a Colorado corporation. (Stephen T. Williamson, Matthew Machado, P.O. Box 850, 813 Main Street Louisville, Colorado 80027. Phone:303-666-4060 Fax: 303-666-4426. APPLICATION TO MAKE CONDITIONAL WATER RIGHTS ABSOLUTE IN PART AND FOR FINDINGS OF REASONABLE DILIGENCE, In Logan County

1. Name and address of applicant: Smart Brothers, Inc., a Colorado corporation c/o Carson Wade Smart, Secretary 3252 County Road 31 Atwood, CO 80722 Telephone: (970) 521-0857

2. Names of structures: Smart Recharge System 3. Description of conditional water rights:

A. The name of the system for which conditional water rights were awarded in Case No. W-8686-77 by decree dated April 29, 1987 is the Smart Recharge System.

B. The Smart Recharge System presently consists of a ditch (the South Platte Ditch) and four recharge ponds. The system is used to divert water from the South Platte River for recharge into the underlying alluvial aquifer. Ponds are located in the NW 1/4 of the NE 1/4 of Section 21, the SE 1/4 of the NW 1/4 of Section 15, and the NW 1/4 of the SE 1/4 of Section 15, all in Township 6 North, Range 53 West of the 6th P.M., Logan County, Colorado. Water is diverted for recharge at the headgate of the South Platte Ditch located on the South bank of the South Platte River in the SW 1/4 of Section 8, Township 5 North, Range 54 West of the 6th P.M. The

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Smart Recharge System has an appropriation date of July 23, 1977. It was originally awarded a conditional priority for 15 cubic feet per second, limited to 950 acre feet per year, and a conditional appropriative right of substitution and exchange, in Case No. W-8686-77, Water Division No. 1. The water is used for augmentation and recharge purposes.

C. Applicant has constructed and utilized major components of the Smart Recharge System. All four recharge ponds have been completed, are operational and have been utilized for the recharge of water in the alluvial aquifer underlying applicant’s property which is hydraulically connected to the South Platte River.

4. Prior diligence proceeding: A. In Case No. 93CW039, by decree dated April 30, 1997, the Water Court decreed that significant portions of the conditional water rights decreed in Case No. W-8686-77 had been made absolute, as follows:

(1). Underground storage right: Amount (AF/yr.) Flow Rate (cfs) Status

395.88 9.65 Absolute 554.12 5.35 Conditional

TOTALS 950.00 15.00

(2). Appropriative right of substitution and exchange pursuant to C.R.S. §37-80-120(4):

Amount (AF/yr.) Flow Rate (cfs) Status 395.88 9.65 Absolute 554.12 5.35 Conditional

TOTALS 950.00 15.00 B. The Court further found that no portion of the conditional

water rights decreed in Case No. W-8686-77 had been abandoned and continued the conditional decrees for the statutory diligence period.

5. Provide a detailed outline of what has been done toward completion or for completion of the appropriations and application of water to a beneficial use as conditionally decreed:

A. Applicant recharged and exchanged various amounts of water during each of the six Water Years in the current diligence period, as follows:

2002 197.55 acre feet 2001 409.70 2000 298.70 1999 454.23 1998 340.30 1997 350.61

After adjusting for pond evaporation losses in accordance with the methodology approved in Case No. W-8686-77, a volume of 423.43 acre feet in Water Year 1999 and a flow rate of 11.3 cubic feet per second on April 13, 2000 is claimed as absolute at this time.

B. During the diligence period, applicant enlarged the ditch lateral leading to the recharge ponds in order to increase carriage capacity.

C. On June 1, 2001, applicant entered into a new Smart Recharge Program Agreement with the South Platte Ditch Company to provide for the continued diversion and carriage of the recharge water from the South Platte River. Said Agreement has a term of years five (5) years and is renewable.

D. On December 31, 2001, applicant filed Case No. 01CW303, Water Division No. 1, an application for changes of water rights involving the Smart Recharge System and the Hessler Farms Recharge System. Hessler Farms is an adjacent farm with a decreed recharge system which applicant has purchased and proposes to manage in conjunction with the Smart Recharge System, as described in said Case No. 01CW303.

WHEREFORE, applicant requests that the Court enter a decree increasing the recharge decree and exchange decree to an absolute volume of 423.43 acre feet and the flow rate to 11.3 cubic feet per second, and further finding

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diligence in applicant’s development of the Smart Recharge System and continuing the conditional decrees for said system for the statutory period. (4 pages) 2003CW208 Lower Logan Well Users, Inc., 30608 Road 385, Iliff, Colorado 80736, (970) 521-1028. C/O Kim R. Lawrence of Lind, Lawrence & Ottenhoff, LLP, 1011 11th Avenue, Greeley, CO, 80631, 970-356-9160. Application for Water Rights, Change of Water Rights and Approval of Plan for Augmentation in Logan, Morgan, Washington and Sedgwick Counties. Application for Water Rights 2. Name of Structure: Iliff and Platte Valley Ditch Recharge Project (IPV). 2.1 Legal Description of Diversion Points: 2.1.1. Ditch Headgate: In the NE¼ SW¼ of Section 25, Township 9 North, Range 52 West of the 6th P.M., Logan County, Colorado at the diversion works of the Iliff and Platte Valley Ditch. 2.1.2. Sevenmile Creek: In the SE¼ SW¼ of Section 18, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado where Sevenmile Creek is intercepted by the ditch. 2.1.3. Trap Draw: In the NW¼ NE¼ of Section 18, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado where Trap Draw is intercepted by the ditch. 2.1.4 Korrey Draw: In the NE¼ NE¼ of Section 8, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado where Korrey Draw is intercepted by the ditch. 2.1.5. Lewis Creek: In the SW¼ NE¼ of Section 35, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado where Lewis Creek is intercepted by the ditch. 2.1.6. Schuppe Draw: In the SW¼ NE¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Schuppe Draw is intercepted by the ditch. 2.1.7. Simpson Draw: In the SE¼ NE¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Simpson Draw is intercepted by the ditch. 2.2. Source of Water: The South Platte River and its tributaries. 2.3. Date of Initiation of Appropriation: 2.3.1. Ditch Headgate: Started recharge December 23, 2002; maximum rate of 4.4 c.f.s. on March 24, 2003. 2.3.2. Sevenmile Creek: Started recharge March 12, 2002.; maximum rate of 1.2 c.f.s. on March 18, 2002. 2.3.3. Trap Draw: Started recharge March 12, 2002.; maximum rate of 1.9 c.f.s. on March 18, 2002. 2.3.4. Korrey Draw: Started recharge March 12, 2002.; maximum rate of 2.2 c.f.s. on March 18, 2002. 2.3.5. Lewis Creek: Started recharge March 12, 2002.; maximum rate of 0.8 c.f.s. on March 18, 2002. 2.3.6. Schuppe Creek: March 12, 2002. 2.3.7. Simpson Draw: March 12, 2002. 2.3.8. How Appropriations Were Initiated: Diversion and beneficial use. 2.4. Description of Recharge: Water is diverted at the points described in ¶2.1 and is allowed to percolate from the ditch into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The water so diverted may also be delivered either above or below the ditch to facilities proximate to the ditch for the same purposes. The following initial sites have been identified. These sites may be modified and other sites added. 2.4.1. IPV Recharge/Reservoir Site m 1 (Schuppe m 1): In the SW¼ NE¼ of Section 29, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 2.4.2. IPV Recharge/Reservoir Site m 2 (Kielian m 1): In the SW¼ SW¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 12 a.f. with 0 dead storage. 2.4.3. IPV Recharge/Reservoir Site m 3 (Kielian m 2): In the SW¼ SE¼ of Section 30, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 12 a.f. with 0 dead storage. 2.4.4. IPV Recharge/Reservoir Site m 4 (Stieb m 1): In the SW¼ NW¼ of Section 34, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 40 a.f. with 0 dead storage. 2.4.5. IPV Recharge/Reservoir Site m 5 (Stieb m 2): In the SW¼ SE¼ of Section 33, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 40 a.f. with 0 dead storage. 2.4.6. IPV Recharge/Reservoir Site m 6 (Stieb m 3): In the SE¼ SE¼ of Section 33, Township 10 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2 acres. Total active capacity in acre feet: 20 a.f. with 0 dead storage. 2.5. Amount Claimed: 2.5.1. Ditch Headgate: 4.4 c.f.s., absolute and 145.6 c.f.s., conditional. 2.5.2. Sevenmile Creek: 1.2 c.f.s., absolute and 3.8 c.f.s., conditional. 2.5.3. Trap Draw: 1.9 c.f.s., absolute and 3.1 c.f.s., conditional. 2.5.4. Korrey Draw: 2.2 c.f.s., absolute and 2.8 c.f.s., conditional. 2.5.5. Lewis Creek: 0.8 c.f.s., absolute and 4.2 c.f.s., conditional. 2.5.6. Schuppe Draw: 5.0 c.f.s., conditional. 2.5.7. Simpson Draw: 5.0 c.f.s. conditional. 2.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 3. Name of Structure: Upper Harmony Ditch Recharge Project (UHD). 3.1. Legal Description of Diversion Point: 3.1.1. Ditch Headgate: In the SE¼ NE¼ of Section 1, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado at the diversion works of the Harmony

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m 2 Ditch. 3.1.2. Corral Creek m 1: In the SW¼ NE¼ of Section 15, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado at the site in ¶3.4.7. 3.1.3. Corral Creek m 2: In the NE¼ SW¼ of Section 10, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado at the site in ¶3.4.8. 3.1.4. Corral Creek m 3: In the SW¼ SW¼ of Section 14, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Corral Creek is intercepted by the Harmony m 2 Ditch. 3.1.5. Spring Canyon Draw m 1: In the NE¼ SE¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado at the site in ¶3.4.9. 3.1.6. Spring Canyon Draw m 2: In the SE¼ SE¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado where Spring Canyon Draw is intercepted by the Harmony m 2 Ditch. 3.1.7. Ramsey Draw m 1: In the SE¼ NW¼ of Section 12, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado at the site in ¶3.4.10. 3.1.8. Ramsey Draw m 2: In the NE¼ NE¼ of Section 13, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado where Ramsey Draw is intercepted by the Harmony m 2 Ditch. 3.2. Source of Water: The South Platte River and its tributaries. 3.3. Date of Initiation of Appropriation: April 23, 2003. 3.3.1. How Appropriation Was Initiated: Board Resolution. 3.4. Description of Recharge: Water is diverted at the points described in ¶3.1 and is allowed to percolate from the ditch or ponds into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The water so diverted may also be delivered either above or below the ditch to facilities proximate to the ditch for the same purposes. The following initial sites have been identified. These sites may be modified and other sites added. 3.4.1. UHD Recharge/Reservoir Site m 1 (Monheiser m 1): In the S½ NE¼ of Section 13, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 0.5 acres. Total active capacity in acre feet: 2 a.f. with 0 dead storage. 3.4.2. UHD Recharge/Reservoir Site m 2 (Monheiser m 2): In the NE¼ SE¼ of Section 13, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.5 acres. Total active capacity in acre feet: 10 a.f. with 0 dead storage. 3.4.3. UHD Recharge/Reservoir Site m 3 (Mowery m 1): In the SW¼ NE¼ of Section 18, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 6.5 acres. Total active capacity in acre feet: 26 a.f. with 0 dead storage. 3.4.4. UHD Recharge/Reservoir Site m 4 (George m 1): In the SW¼ SW¼ of Section 8, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 3.4.5. UHD Recharge/Reservoir Site m 5 (George m 2): In the NSW¼ NE¼ of Section 8, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 3.4.6. UHD Recharge/Reservoir Site m 6 (Coy m 1): In the NE¼ SW¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4.2 acres. Total active capacity in acre feet: 8.4 a.f. with 0 dead storage. 3.4.7. UHD Recharge/Reservoir Site m 7 (Rudy m 1): In the SW¼ NE¼ of Section 15, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4 acres. Total active capacity in acre feet: 16 a.f. with 0 dead storage. 3.4.8. UHD Recharge/Reservoir Site m 8 (Rudy m 2): In the NE¼ SW¼ of Section 10, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.3 acres. Total active capacity in acre feet: 9.2 a.f. with 0 dead storage. 3.4.9. UHD Recharge/Reservoir Site m 9 (Coy m 2): In the NE¼ SE¼ of Section 7, Township 10 North, Range 49 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 6 a.f. with 0 dead storage. 3.4.10. UHD Recharge/Reservoir Site m 10 (Coy m 3): In the SE¼ NW¼ of Section 12, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 6 a.f. with 0 dead storage. 3.5. Amount Claimed: 3.5.1. Headgate Diversion: 90 c.f.s., conditional. 3.5.2. At each point of diversion in ¶3.1.2.-3.1.8.: 5 c.f.s., conditional. 3.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 4. Name of Structure: Proctor Water Company Recharge Project (PWC). 4.1. Legal Description of Diversion Points: 4.1.1. In the SE¼ NE¼ of Section 1, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado at the diversion works of the Powell and Blair Ditch. 4.1.2. Corral Creek: In the SW¼ SW ¼ of Section 14, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. 4.1.3. Unnamed Draw: In the SW¼ SE¼ of Section 15, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. 4.1.4. Skinner Draw: In the SE¼ SW¼ of Section 21, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. 4.2. Source of Water: The South Platte River and its tributaries. 4.3. Date of Initiation of Appropriation: April 23, 2003. 4.3.1. How Appropriation Was Initiated: Board Resolution. 4.4. Description of Recharge: Water is diverted at the existing headgate of the ditch and is allowed to percolate from the ditch into the

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underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The water so diverted may also be delivered either above or below the ditch to facilities proximate to the ditch for the same purposes. The following initial sites have been identified. These sites may be modified and other sites added. 4.4.1. PWC Recharge/Reservoir Site m 1 (Parker m 1): In the NW¼ NW¼ of Section 32, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 5 acres. Total active capacity in acre feet: 15 a.f. with 0 dead storage. 4.4.2. PWC Recharge/Reservoir Site m 2 (Parker m 2): In the SW/4SW/4 Section 14, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.3. PWC Recharge/Reservoir Site m 3 (Parker m 3): In the SE/4SW/4 Section 21, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.4. PWC Recharge/Reservoir Site m 4 (Parker m 4): In the SW/4SE/4 Section 21, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.5. PWC Recharge/Reservoir Site m 5 (Parker m 5): In the NE/4SE/4 Section 22, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.6. PWC Recharge/Reservoir Site m 6 (Parker m 6): In the NW/4SW/4 Section 23, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.7. PWC Recharge/Reservoir Site m 7 (Parker m 7): In the NW/4NW/4 Section 26, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.8. PWC Recharge/Reservoir Site m 8 (Parker m 8): In the NW/4NE/4 Section 27, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.9. PWC Recharge/Reservoir Site m 9 (Parker m 9): In the NE/4NW/4 Section 28, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.10. PWC Recharge/Reservoir Site m10 (Parker m 10): In the NE/4NE/4 Section 11, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.11. PWC Recharge/Reservoir Site m 11 (Schuppe m 1): In the SE/4NE/4 Section 29, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.12. PWC Recharge/Reservoir Site m 12 (Schuppe m 2): In the SW/4NE/4 Section 29, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.4.13. PWC Recharge/Reservoir Site m 13 (Lueck m 1): In the NW/4NE/4 Section 22, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area at high water line: 5 acres. Total active capacity in acre feet: 25 a.f. with 0 dead storage. 4.5. Amounts Claimed: 4.5.1. Headgate Diversion, 90 c.f.s, conditional. 4.5.2. Corral Creek, Unnamed Draw and Skinner Draw; each 20 c.f.s. conditional. 4.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 5. Name of Structure: Stromberger Land and Cattle LLC Recharge Project (SLC). 5.1. Legal Description of Diversion Points: Recharge Wells 6-13 set out in ¶10. 5.2. Source of Water: The South Platte River and its tributaries. 5.3. Date of Initiation of Appropriation: See ¶10. 5.3.1. How Appropriation Was Initiated: Issuance of Permits. 5.4. Description of Recharge: Water is diverted at Recharge Wells 6-13 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 5.4.1. SLC Recharge/Reservoir Site m 1: In the SE¼ NW¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.1 acres. Total active capacity in acre feet: 6.3 a.f. with 0 dead storage. 5.4.2. SLC Recharge/Reservoir Site m 2: In the N½ SE¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.8 acres. Total active capacity in acre feet: 14 a.f. with 0 dead storage. 5.4.3. SLC Recharge/Reservoir Site m 3: In the NW¼ SE¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3.3 acres. Total active capacity in acre feet: 13.2 a.f. with 0 dead storage. 5.4.4. SLC Recharge/Reservoir Site m 4: In the NE¼ SE¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.8 acres. Total active capacity in acre feet: 22.4 a.f. with 0 dead storage. 5.4.5. SLC Recharge/Reservoir Site m 5: In the NW¼ NW¼ of Section 19, Township 9 North,

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Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 4.7 acres. Total active capacity in acre feet: 14.1 a.f. with 0 dead storage. 5.4.6. SLC Recharge/Reservoir Site m 6: In the NW¼ NW¼ of Section 24, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3.2 acres. Total active capacity in acre feet: 9.6 a.f. with 0 dead storage. 5.4.7. SLC Recharge/Reservoir Site m 7: In the NW¼ SW¼ of Section 13, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.2 acres. Total active capacity in acre feet: 4.4 a.f. with 0 dead storage. 5.5. Amount Claimed: 5.5.1. Wells m 6-8, 12, 13 in ¶10, each 6.68 c.f.s. conditional. 5.5.2. Well 9 (58703-F) 3.0 c.f.s., absolute and 3.68 c.f.s., conditional. 5.5.3. Well 10 (58704-F) 4.4 c.f.s., absolute and 4.52 c.f.s., conditional. Well 11 (58705-F) 4.4 c.f.s., absolute and 4.52 c.f.s., conditional. 5.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 6. Name of Structure: Svoboda/Stromberger Land and Cattle LLC Recharge Project (SSLC). 6.1. Legal Description of Diversion Points: Recharge Wells 14 & 15 set out in ¶10. 6.2. Source of Water: The South Platte River and its tributaries. 6.3. Date of Initiation of Appropriation: See ¶10. 6.3.1. How Appropriation Was Initiated: Issuance of Permits. 6.4. Description of Recharge: Water is diverted at Recharge Wells 14 & 15 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 6.4.1. SSLC Recharge/Reservoir Site m 1: In the SE¼ NE¼ of Section 4, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 2.1 acres. Total active capacity in acre feet: 21 a.f. with 0 dead storage. 6.4.2. SSLC Recharge/Reservoir Site m 2: In the SW¼ SE¼ of Section 3, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 5.2 acres. Total active capacity in acre feet: 20.8 a.f. with 0 dead storage. 6.4.3. SSLC Recharge/Reservoir Site m 3: In the NW¼ NE¼ of Section 10, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 1.3 acres. Total active capacity in acre feet: 5.2 a.f. with 0 dead storage. 6.5. Amount Claimed: 6.5.1. Well 14 (58835-F) 4.5 c.f.s., absolute and 1.07 c.f.s., conditional. 6.5.2. Well 15 (58836-F) 4.5 c.f.s., absolute and 1.07 c.f.s., conditional. 6.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 7. Name of Structure: Stieb Land Company Recharge Project (StLC). 7.1. Legal Description of Diversion Points: Recharge Wells 4 & 5 set out in ¶10. 7.2. Source of Water: The South Platte River and its tributaries. 7.3. Date of Initiation of Appropriation: See ¶10. 7.3.1. How Appropriation Was Initiated: Issuance of Permits. 7.4. Description of Recharge: Water is diverted at Recharge Wells 4 & 5 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 7.4.1. StLC Recharge/Reservoir Site m 1: In the SW¼ SW¼ of Section 28, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 5.8 acres. Total active capacity in acre feet: 23.2 a.f. with 0 dead storage. 7.4.2. StLC Recharge/Reservoir Site m 2: In the NE¼ NW¼ of Section 33, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 1.4 acres. Total active capacity in acre feet: 5.6 a.f. with 0 dead storage. 7.5. Amount Claimed: 7.5.1. Well 4 (58771-F) 6.05 c.f.s., absolute and 0.63 c.f.s., conditional. 7.5.2. Well 5 (59187-F) 6.68 c.f.s., conditional. 7.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 8. Name of Structure: Liberal Colorado LLC Recharge Project (LC). 8.1. Legal Description of Diversion Points: Recharge Wells 2 & 3 set out in ¶10. 8.2. Source of Water: The South Platte River and its tributaries. 8.3. Date of Initiation of Appropriation: See ¶10. 8.3.1. How Appropriation Was Initiated: Filing Application. 8.4. Description of Recharge: Water is diverted at Recharge Wells 2 & 3 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added. 8.4.1. LC Recharge/Reservoir Site m 1: In the SE¼ NW¼, NE¼ SW¼, NW¼ SE¼ of Section 9, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 56 acres. Total active capacity in acre feet: 168 a.f. with 0 dead storage. 8.4.2. LC Recharge/Reservoir Site m 2: In the SE¼ NE¼ of Section 9, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 7.9 acres. Total active capacity in acre feet: 23.7 a.f. with 0 dead storage. 8.4.3. LC Recharge/Reservoir Site m 3: In the SE¼ SE¼ of Section 4, Township

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9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 8.7 acres. Total active capacity in acre feet: 26.1 a.f. with 0 dead storage. 8.4.4. LC Recharge/Reservoir Site m 4: In the SE¼ NE¼, NE¼ SE¼ of Section 4, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 19.3 acres. Total active capacity in acre feet: 57.9 a.f. with 0 dead storage. 8.4.5. LC Recharge/Reservoir Site m 5: In the SE¼ NW¼, NE¼ SW¼, NW¼ SE¼, SW¼ NE¼ of Section 4, Township 9 North, Range 50 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 7.4 acres. Total active capacity in acre feet: 22.2 a.f. with 0 dead storage. 8.5. Amount Claimed: Well 2, 11.14 c.f.s. and Well 3, 6.69 c.f.s., each conditional. 8.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 9. Name of Structure: Ken Freeman Recharge Project (KF). 9.1. Legal Description of Diversion Points: Recharge Well 1 set out in ¶10. 9.2. Source of Water: The South Platte River and its tributaries. 9.3. Date of Initiation of Appropriation: See ¶10. 9.3.1. How Appropriation Was Initiated: Issuance of Permit. 9.4. Description of Recharge: Water is diverted at Recharge Well 1 and is allowed to percolate into Recharge/Reservoir sites for Applicant's stated beneficial uses. The following initial site has been identified. This site may be modified and other sites added. 9.4.1. KF Recharge/Reservoir Site m 1: In the SE¼ SE¼ of Section 21, Township 9 North, Range 51 West of the 6th P.M., Logan County, Colorado. Surface area of high water line: 3 acres. Total active capacity in acre feet: 9 a.f. with 0 dead storage. 9.5. Amount Claimed: Well 1 (59194-F) 2.77 c.f.s., absolute and 1.69 c.f.s., conditional. 9.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. Application for Recharge Wells 10. Applicant seeks a water right for each of the structures in the following table. Each location is in Logan County within the 6th P.M. The source of each is groundwater tributary to the South Platte River and each well permit is conditioned on it or other wells being within 100 feet of the river. The appropriation date is based on the application for or issuance of the well permit. Applicant claims each amount for each well as stated in the table, conditional, unless indicated absolute in ¶2-9. The use of each well is augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. The proposed diversions from these structures will be recharged in the ponds described in ¶2-9 or ponds to be developed. Applicant claims the use, reuse and successive uses of the water diverted for recharge purposes under the subject water rights to extinction, either directly or by exchange.

No. Name Permit No. App Date GPM Qtr/Qtr Sec Tnp Rng 1 Freeman 59194-F 3/4/2003 2000 SW NE 21 9N 51W 2 Liberal Colorado pending 4/30/2003 5000 NE NW 4 9N 50W 3 Liberal Colorado pending 4/30/2003 3000 SE SE 33 10N 50W 4 Stieb Land 58771-F 12/10/2002 3000 SE SE 20 9N 51W 5 Stieb Land 59187-F 3/3/2003 3000 SE SE 20 9N 51W 6 Stromberger 58700-F 11/22/2002 3000 NE SE 6 9N 50W 7 Stromberger 58701-F 11/22/2002 3000 NW SE 6 9N 50W 8 Stromberger 58702-F 11/22/2002 3000 NW SE 6 9N 50W 9 Stromberger 58703-F 11/22/2002 3000 NW SW 12 9N 51W

10 Stromberger 58704-F 11/22/2002 4000 NE SE 11 9N 51W 11 Stromberger 58705-F 11/22/2002 4000 SE SE 11 9N 51W 12 Stromberger 58832-F 12/24/2002 3000 NW SE 11 9N 51W 13 Stromberger 58837-F 12/27/2003 3000 NW SE 11 9N 51W 14 Svoboda 58835-F 12/27/2002 2500 SE SE 33 10N 50W 15 Svoboda 58836-F 12/27/2002 2500 SE SE 33 10N 50W

Application for Augmentation Wells. 11. Applicant seeks a water right for each of the structures in the following table. Each location is in Logan County within the 6th P.M. The source of each is groundwater tributary to the South Platte River. The appropriation date is based on the application for or issuance of the well permit. Applicant claims a portion of Wells m 1, 2, 6, 7, 8, 9, 14 and 15, absolute based on actual diversion and beneficial use and the remaining amount, and each of the other wells,

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conditional. The use of each well is augmentation, replacement and exchange, for all beneficial uses Applicant claims the use, reuse and successive uses of the water diverted for augmentation purposes under the subject water rights to extinction, either directly or by exchange.

No. Name Permit/Receipt No. App Date GPM Qtr/Qtr Sec Tnp Rng 1 Debus 58027-F 8/16/2002 1500 NW NE 10 9N 51W 2 Debus 58028-F 8/16/2002 1500 NW NE 10 9N 51W 3 Hernandez 4346F pending 4/30/2003 1500 SW SW 8 10N 49W 4 Liberal Colorado 49 pending 4/30/2003 2000 SW NE 8 9N 50W 5 Liberal Colorado 50 pending 4/30/2003 2000 SW NW 8 9N 50W 6 Manuello Brothers 58031-F 8/16/2002 3000 SW NW 29 9N 51W 7 Manuello Brothers 58032-F 8/16/2002 3000 NW NW 31 9N 51W 8 Manuello Brothers 58033-F 8/16/2002 2500 SE NW 32 9N 51W 9 Manuello Brothers 58034-F 8/16/2002 3000 SE SE 31 9N 51W

10 Six D Farms 59285-F 3//26/2003 2500 SW SW 8 9N 50W 11 Six D Farms 59286-F 3/26/2003 2500 NE SW 3 9N 50W 12 Six D Farms 59297-F 3/26/2003 2500 NE SW 8 9N 50W 13 Six D Farms 59298-F 3/26/2003 2500 NW SW 18 9N 50W 14 Stieb, J. 58030-F 8/16/2002 1500 NW NW 1 9N 51W 15 Stieb Land Co. 58029-F 8/16/2002 2000 SW SW 10 9N 51W 16 Stieb Land Co. 506591A 2/26/2003 3000 NW SW 28 9N 51W 17 Stieb Land Co. 506591B 2/26/2003 3000 SW SW 10 9N 51W 18 Stromberger Land 59294-F 3/26/2003 2500 NW SE 13 9N 51W 19 Stromberger Land 59295-F 3/26/2003 2500 NE SW 8 9N 50W 20 Stromberger Land 59296-F 3/26/2003 2500 SE SW 13 9N 51W 21 P&B1 21085-F pending 4/30/2003 2000 NW NW 32 10N 50W 22 Svoboda 501639C 11/12/2002 3000 NE SE 35 10N 50W 23 Parker 21079-F pending 4/30/2003 2500 NE SW 10 9N 51W 24 Parker 13930 pending 4/30/2003 2500 SWSW 2 9N 51W

Application for Change of Water Rights 12. Decreed Name of Structure: Prewitt Inlet Canal. Iliff Irrigation District (7,701.7 acre-rights). 12.1. Decrees: Prewitt Inlet Canal was decreed in Case m 2142 on January 15, 1914 for 32,300 a.f. with an appropriation date of May 25, 1910 and in Case m 16704 on October 18, 1965 for 34,960 a.f. with an appropriation date of December 31, 1929. The Prewitt inlet canal is located in Section 24, Township 5 North, Range 55 West of the 6th P.M., Morgan County, Colorado and the Prewitt Reservoir is located in Section 2, Township 5 North, Range 54 West of the 6th P.M., Washington and Logan Counties, Colorado. 12.2. Historic Use: The 7,701.7 acre-rights of the Iliff-Prewitt have and are used to irrigate 7,701.7 acres, along with other water supplies. 12.3. Proposed Change: Applicant seeks to change the use of the acre rights to include augmentation, replacement, exchange and recharge into the structures described in ¶2-9, as well as the decreed irrigation use, with the right to totally consume the consumable portion of the water, either by first use, successive use, or disposition. Applicant also proposes to release the rights from Prewitt Reservoir and leave the water in the river to provide augmentation rather than divert them at down stream ditches for irrigation. Such augmentation use will replace historic return flows including ditch seepage losses from the use of such surface water rights in the time, location and amount in which they occurred and prevent expanded use of such surface water rights so that other water rights will not be injured. Application for Plan of Augmentation. 13. Structures to Be Augmented: 144 wells described in the following table and the wells described in ¶11 above. The plan is intended to augment any replacement well or alternate point of diversion well authorized in connection with one of the listed wells.

Well Location

Name Well m Court Case No. QuarterQuarter Sec Twp Rng

1 Stromberger 14706F W2289 NE1/4NW1/4 18 09N 50W

2 Stromberger 14707F W2289 NW1/4SE1/4 7 09N 50W

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3 Stromberger 6676 W201 SW1/4SW1/4 36 10N 50W

4 Stromberger 6677 W201 SW1/4SE1/4 36 10N 50W

5 Stromberger 6682F W2289 SW1/4SE1/4 34 10N 50W

6 Stromberger 6831F W2289 NW1/4NW1/4 3 09N 50W

7 Stromberger 6834 F W2289 SW1/4SW1/4 35 10N 50W

8 Stromberger 9066F W2799 NW1/4NW1/4 8 09N 50W

9 Stromberger 14711F W2289 SE1/4SE1/4 13 09N 51W

10 Stromberger 14712F W2289 SE1/4SW1/4 13 09N 51W

11 Stromberger 14713F W2289 NE1/4NE1/4 13 09N 51W

12 Stromberger 14714RF W2289 NW1/4NW1/4 24 09N 51W

13 Stieb Land 6674 W201 NW1/4SE1/4 2 09N 50W

14 Stieb Land 6675 W201 NE1/4NE1/4 2 09N 50W

15 Stieb Land 14708F W2289 NE1/4SE1/4 23 09N 51W

16 Stieb Land 14715F W2289 SE1/4SW1/4 23 09N 51W

17 Stieb Land 14934F W2289 NW1/4SE1/4 23 09N 51W

18 Home Ranch 5872 W1423 SE1/4NE1/4 28 09N 51W

19 Famm Farms 6509F W763 SE1/4SE1/4 31 09N 51W

20 Famm Farms R221 W763 SW1/4NW1/4 32 09N 51W

21 Gary Fanning 1499 W4129 NW1/4NE1/4 32 09N 51W

22 Famm Farms P15699 W20631 SE1/4NW1/4 28 09N 51W

23 Freeman Farm 15115 W856 NW1/4 SE1/4 21 09N 51W

24 Home Ranch 10716F W1232 NE1/4NW1/4 27 09N 51W

25 Home Ranch 10830F W1232 NW1/4 33 09N 51W

26 Florence Muhar 10838 W1154 NW1/4SE1/4 29 09N 51W

27 Veeman Dairy 0704 W1249 SE1/4NE1/4 6 08N 51W

28 Veeman Dairy 10563 F W1249 NE1/4NW1/4 7 08N 51W

29 Veeman Dairy 10564 F W1249 NE1/4SW1/4 6 08N 51W

30 Veeman Dairy 5656F W1249 SW1/4NE1/4 6 08N 51W

31 Veeman Dairy 9323 F W1249 NW1/4NW1/4 5 08N 51W

32 Veeman Dairy 9324 F W1249 NW1/4SW1/4 5 08N 51W

33 Julia Cullip 0100 W2233 SE1/4SE1/4 36 09N 52W

34 J. Allen Marin RF 338 W5761 SE1/4SW1/4 31 09N 51W

35 Famm Farms 6510F W763 SW1/4NW1/4 29 09N 51W

36 Famm Farms 9322F W763 NW1/4NW1/4 31 09N 51W

37 Angelina DeSoto 6572F W1560 SE1/4SE1/4 25 09N 52W

38 Kevin Karg R00142 W691 NE1/4SE1/4 36 09N 52W

39 Kevin Karg 1212 W656 NE1/4SE1/4 36 09N 52W

40 Melvin Fritzler R14166 W1560 SW1/4SW1/4 30 09N 51W

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41 Stieb Brothers, Inc. 5316F W1565 SW1/4SW1/4 10 09N 51W

42 Stieb Brothers, Inc. NR W1565 NW1/4NW1/4 10 09N 51W

43 Golden Eagle Ranch 6951 W2154 SE1/4NE1/4 1 09N 51W

44 Golden Eagle Ranch NG-6168/643 W2289 NW1/4NW1/4 5 09N 50W

45 John Stieb 13599F W877 NW1/4NW1/4 1 09N 51W

46 John Stieb 13600F W877 NW1/4NW1/4 1 09N 51W

47 John Stieb 9612F W877 NW1/4NW1/4 1 09N 51W

48 Fred Kautz 7372 W4048 NW1/4NE1/4 2 09N 51W

49 Fred Kautz 7373 W4048 NW1/4NE1/4 2 09N 51W

50 Fred Kautz 9044F W4048 NE1/4SE1/4 2 09N 51W

51 Hoogland Living Trust 1095 W632 SW1/4NW14 20 09N 51W

52 Hoogland Living Trust 6035F W632 SE1/4NE1/4 19 09N 51W

53 Monroe GT 5986 W859 NE1/4NW1/4 2 09N 51W

54 Edward Stieb 015592F W849 NW1/4NW1/4 20 09N 51W

55 Edward Stieb 015592F(alt) W849 NW1/4NW1/4 20 09N 51W

56 Breidenbach Bros. 6886F W2013 SW1/4SW1/4 36 10N 51W

57 Breidenbach Bros. 6905F W2013 SW1/4SW1/4 36 10N 51W

58 Breidenbach Bros. Not Reg W2013 SW1/4SW1/4 36 10N 51W

59 Herman Gerk 6016 F W866 W1/2NW1/4 16 09N 51W

60 Sylvester Stieb 6036-F W858 SE1/4NW1/4 16 09N 51W

61 Ralph Freeman 5912 W2678 NW1/4 NE1/4 16 09N 51W

62 Monroe GT 5987 W859 NE1/4NW1/4 2 09N 51W

63 Freeman Farm 7148 W856 SE1/4NE1/4 16 09N 51W

64 Julia Cullip 02931F W2233 NW1/4SW1/4 19 09N 51W

65 Julia Cullip 7045 W2233 SW1/4SW1/4 19 09N 51W

66 Julia Cullip 7046 W2233 NW1/4SW1/4 19 09N 51W

67 Julia Cullip RF113-7047 W2233 SW1/4NW1/4 19 09N 51W

68 Dennis Wagner 10011 W863 SW1/4NW1/4 17 09N 51W

69 Dennis Wagner 23051-F W-8509 NE1/4 NW1/4 17 09N 51W

70 Dennis Wagner 9451F W860 SW1/4NW1/4 17 09N 51W

71 Marjorie Vant 13930 W857 SW1/4 SW1/4 2 09N 51W

72 Parker Water & SD 13078F W455 SW1/4NE1/4 23 10N 50W

73 Parker Water & SD 14301 W3175 NW1/4NW1/4 6 09N 50W

74 Parker Water & SD 6169F W2289 NE1/4NW1/4 32 10N 50W

75 Parker Water & SD PO 6511 W1935 SW1/4NW1/4 31 10N 50W

76 Parker Water & SD PO 6512 W1935 SW1/4NW1/4 31 10N 50W

77 Parker Water & SD 6528-F W455 NW1/4 NE1/4 23 10N 50W

78 Parker Water & SD 21079F W7564B NW1/4SE1/4 10 09N 51W

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79 Parker Water & SD 6170F W2289 SW1/4NW1/4 15 09N 51W

80 6/D Farms 016693F W7441 SW1/4SW1/4 8 09N 50W

81 6/D Farms 10425F W225 NE1/4SE1/4 8 09N 50W

82 6/D Farms 10426F W123 NW1/4NW1/4 9 09N 50W

83 6/D Farms 14710F W2289 SW1/4NE1/4 18 09N 50W

84 6/D Farms 6672 W201 NE1/4SW1/4 3 09N 50W

85 6/D Farms 6673 W201 SW1/4NE1/4 3 09N 50W

86 6/D Farms 14709F W2289 NW1/4SW1/4 18 09N 50W

87 D & D Feedlot West 41111 FR W3528 SE1/4 NE1/4 22 10N 50W

88 Bob Monheiser 019808F W7258 NW1/4 SE1/4 13 10N 50W

89 Bob Monheiser 11126RF W 1172 NW1/4SW1/4 13 10N 50W

90 Anthony Kippes 3145 F W1117 SE1/4NW1/4 17 10N 49W

91 George Hernandez 1519 W1118 NE1/4SE1/4 8 10N 49W

92 George Hernandez 1520 RF287 W1118 SW1/4SW1/4 8 10N 49W

93 George Hernandez 4346 F W1118 SW1/4SW1/4 8 10N 49W

94 Coy Marick PO4088 W1116 NE1/4SE1/4 7 10N 49W

95 Coy Marick RO1436 W1116 NE1/4SE1/4 7 10N 49W

96 Pauline Carwin 19046F W3852 SE1/4SE1/4 28 10N 50W

97 School Dist Re 1 17764R W5712 NW1/4SW1/4 21 10N 50W

98 School Dist Re 1 18340-F W5712 NW1/4SW1/4 21 10N 50W

99 School Dist Re 1 19884-RF W5712 NW1/4SW1/4 21 10N 50W

100 Town of Iliff Not Reg W5280 SE1/4NW1/4 16 09N 51W

101 Larry Harris 1498 R W1117 NW1/4NW1/4 22 09N 51W

102 James Rothe 10684 W201 SW1/4NE1/4 23 09N 51W

103 Vern Koester Not Reg 83CW168 SE1/4NE1/4 19 10N 52W

104 Vern Koester RF 340 W3096 NW1/4NE1/4 19 10N 52W

105 Marty Dallegge 11034F W1198 SW1/4NE1/4 8 10N 52W

106 Liberal Colorado LLC 10148F W2799 NW1/4SE1/4 4 09N 50W

107 Liberal Colorado LLC 16554F NW1/4SE1/4 5 09N 50W

108 Liberal Colorado LLC 16555F SE1/4SE1/4 33 10N 50W

109 Liberal Colorado LLC 17768F W7441 SW1/4NW1/4 8 09N 50W

110 Liberal Colorado LLC 17769F W7441 SE1/4SE1/4 5 09N 50W

111 Liberal Colorado LLC 17770F W7441 SW1/4NE1/4 8 09N 50W

112 Liberal Colorado LLC 9067F W2799 NE1/4SW1/4 4 09N 50W

113 Parker Water & San 9546-F W3175 NW1/4SW1/4 31 10N 50W

114 Famm Farms 373 W763 SW1/4SE1/4 31 09N 51W

115 Famm Farms 375 W763 NE1/4NW1/4 31 09N 51W

116 Famm Farms 6999F W749 NE1/4SE1/4 29 09N 51W

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117 Famm Farms 20452F W7944 NW1/4NW1/4 28 09N 51W

118 State Land Board 499 W1005 SE1/4NW1/4 6 08N 51W

119 Melvin Fritzler 20451F W7943 Center NE1/4 30 09N 51W

120 Herman Gerk 9462F W977 NW1/4SE1/4 16 09N 51W

121 Arthur Debus 13077F W892 NW1/4NE1/4 10 09N 51W

122 Arthur Debus 5147F W892 NW1/4NE1/4 10 09N 51W

123 Larry Mowery R06622 W1115 SE1/4NE1/4 18 10N 49W

124 Larry Mowery R01193 W1115 NE1/4NE1/4 18 10N 49W

125 Anthony Kippes 20538F W7812 NW1/4NW1/4 17 10N 49W

126 Rudy Hernandez 13132F W3417 NE1/4NE/4 15 10N 50W

127 John Sieck 7370 W1252 NW1/4NE1/4 7 10N 49W

128 John Sieck 3020F W1252 NW1/4NE1/4 7 10N 49W

129 John Sieck 7371 W1252 NW1/4NE1/4 7 10N 49W

130 Veeman Dairy 3711F W3227 NE1/4SW1/4 27 10N 50W

131 Veeman Dairy 6801F W3227 SE1/4NE1/4 26 10N 50W

132 Veeman Dairy 6802F W3227 SE1/4NE1/4 27 10N 50W

133 Veeman Dairy pending SW1/4SE1/4 6 8N 51W

134 Tom Svoboda34 6678 F W2289 NW1/4NE1/4 36 10N 50W

135 Tom Svoboda35 6679 F W2289 SW1/4NW1/4 36 10N 50W

136 Tom Svoboda36 6680 F W2289 NW1/4SE1/4 35 10N 50W

137 Tom Svoboda37 6681 F W2289 NW1/4SW1/4 35 10N 50W

138 Tom Svoboda42 6683 F W2289 SE1/4SE1/4 33 10N 50W

139 Tom Svoboda43 6684 F W2289 SE1/4SE1/4 33 10N 50W

140 Tom Svoboda44 6685RF372 W8531 NW1/4NE1/4 35 10N 50W

141 Tom Svoboda41 6832 F W2289 SE1/4SW1/4 3 09N 50W

142 Tom Svoboda33 6833 F W2289 SE1/4NE1/4 36 10N 50W

143 Liberal Colorado LLC 21244F SE1/4NE1/4 4 9N 50W

144 Gordon Schuppe Not Reg W2264 NW1/4NE1/4 19 10N 50W

These wells deplete the South Platte River in the reach from about the west line of Section 23, T8N, R52W downstream to the east line of Section 15, T10N, R49W. Other wells in the reach may qualify to be part of this application but may have been unintentionally omitted and will be included later. Are there other rights diverted from these structures? Yes, augmentation water is diverted from some of these wells, which are described in ¶11. 14. Water Rights to be Used for Augmentation: 14.1. Water rights described in ¶2-12. Applicant reserves the right to add additional augmentation wells, recharge wells, shares and rights to this plan. If the Applicant’s recharge projects produce accretions in excess of that needed to augment the structures in ¶13, this plan includes the recapture of excess accretions from recharge by making additional diversions at the ditches in ¶2-9 or the recharge wells in ¶10 or by leasing such water to other water users pursuant to an approved Substitute Water Supply Plan or a Water Court Decree. 14.2. Augmentation credits are available and may be utilized from Bravo Ditch, 96CW657; Hurst Construction Co., 90CW204; Larry Harris 00CW181; Svoboda 96CW120; CDOW Tamarack,96CW1063 and 98CW463; LSPWAE 02CW320; Low Line Ditch 03CW094; leased accretions and/or owners prorata accretions from North Sterling Irrigation District 96CW1034; and others including W7971, W8647and the forthcoming Applications of the Logan Well Users, Inc., Sedgwick County Well Users Inc., and Veeman Dairy (Ramsey Ditch).

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14.3. Applicant seeks approval to add water rights it acquires by purchase or lease to be used as replacement sources for this plan of augmentation. Applicant proposes that for reservoir water 60% and for direct flow water 50% of the previous 5 years average releases be available for augmentation purposes. These percentages for reservoir and direct flow water are subject to change based upon field validation of historic irrigation practices including consumptive use and return flows. If the Water Court has quantified the historic use of the same type of shares to be used for replacement water, Applicant proposes to use the consumptive use and return flow obligations found in such a decree, unless changed circumstances indicate a different historic use should be used. 15. Plan for Augmentation. 15.1. Diversions from the wells listed in ¶13 cause depletions to the South Platte River. To the extent that those depletions are out of priority, the purpose of this plan is to provide for replacement of such out of priority depletions in time, location and amount to the extent necessary to prevent injury to senior water rights. 15.2. Method for Determination of Well Depletions. Applicant’s current method of determining well depletions is based on well pumping data. Applicant collects actual well pumping data each year based on power records or flow meter readings and determines the amount pumped. The amount of water projected for next year’s pumping is based on a rolling average of the last five years of pumping. Based on approval by the State Engineer the consumptive use of the total pumping is estimated to be 40%-50% for well water applied by flood irrigation, 75% applied by sprinkler irrigation and 100% for feedlot wells and augmentation wells. The applicant will undertake some field validation for historic irrigation practices to determine what consumptive use factors are appropriate. The consumptive use of the well water is lagged using the SDF method to determine the cumulative depletion for each well. Applicant reserves the right to utilize a consumptive use model instead. In such a model, the historic consumptive use for each field is estimated for the period 1974 – 2002 and future years are added. This history is necessary to determine the long term resulting depletion attributed to the wells after consideration of alluvial lagging effects. The modified Blaney-Criddle crop evapotranspiration method or more current scientifically based method is used to estimate monthly crop potential consumptive use for the crops historically grown over the period. The consumptive use model is a water budget that includes surface water inputs, effective precipitation and soil moisture storage. A monthly water budget is simulated for each field for every month of the applicable period. This budget includes the distinction between flood and sprinkler acres. After credit of any applicable surface water sources, effective precipitation and soil moisture the model estimates the amount of alluvial water to fulfill the net crop water irrigation requirement not met by the surface water supplies. The calculations provided by the model are not fixed but will vary year to year and change based on changes in annual and monthly data, based on changed assumptions and methodology during the pendency of this application. 15.3. Replacement of Out of Priority Depletions. Applicant will make replacement of out-of-priority depletions that cause material injury to senior vested water rights from the sources identified in ¶14. 15.4. Accounting and Reporting. Applicant will provide reports and accountings to the State and Division Engineers. 16. Applicant reserves the right to operate pursuant to §37-92-308 C.R.S. or any amendments thereto. Applicant also reserves the right to add any additional recharge/reservoir sites, recharge wells, augmentation wells and Prewitt acre-rights, which Applicant subsequently acquires the right to use, which may be diverted and used by Applicant for the purposes described herein, and used to further augment the wells identified in ¶13; further, additional wells to be augmented may be added in the reach set forth in ¶13, all subject to such conditions as may be provided in any decree entered herein, upon filing a notice of the acquisition of such additional augmentation or recharge sources, or additions to list of wells to be augmented, with the Division Engineer's office and without further judicial proceedings. Applicant also reserves the right to remove any recharge/reservoir sites, recharge wells, augmentation wells and Prewitt acre-rights. 17. Name and Address of Owner of the Structures: Applicants members own the structures and they consent to the application. 2003CW209 Sedgwick County Well Users, Inc. 2859 County Road 26, Sedgwick, Colorado, 80749, (970) 463-5739. C/O Kim R. Lawrence of Lind, Lawrence & Ottenhoff, LLP, 1011 11th Avenue, Greeley, CO, 80631 (970)356-9160. Application for Water Rights and Approval of Plan for Augmentation in Sedgwick and Logan Counties. Application for Water Rights 2. Name of Structure: Cottonwood Creek Recharge Project. 2.1. Legal Description of Diversion Point: A pump station on Cottonwood Creek in the NW¼ NW¼ of Section 21, Township 11 North, Range 47 West of the 6th P.M., Sedgwick County, Colorado. 2.2. Source of Water: Cottonwood Creek, tributary to the South Platte River. 2.3. Date of Initiation of Appropriation: November 13, 2002. 2.3.1. How Appropriation Was Initiated: Diversion and beneficial use. 2.4. Description of Recharge/Storage: Water is diverted at the point described in ¶2.1 and is allowed to percolate from the recharge sites below into the underground aquifer for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added.

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Legal (Sedgwick Cty) zero dead storage No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft First use 1 D. Nein 3 SW SE 16 11 47 3 15 11/13/2002 2 Jenik/Jenik SW SW 16 11 47 2 6 11/13/2002 3 Lind Farms NE SW 21 11 47 2.2 4.5 11/13/2002

2.5. Amount Claimed: 2.7 c.f.s., absolute and 1.8 c.f.s., conditional. 2.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 3. Name of Structure: Fender Recharge Project. 3.1. Legal Description of Diversion Points: Recharge Wells m 6 & 7 in ¶8. 3.2. Source of Water: Groundwater tributary to the South Platte River. 3.3. Date of Initiation of Appropriation: April 30, 2003. 3.3.1. How Appropriation Was Initiated: Filing of Application. 3.4. Description of Recharge/Storage: Water is diverted at the points described in ¶3.1 and is allowed to percolate from the recharge sites below into the underground aquifer for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added.

Legal (Sedgwick Cty) zero dead storage No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft 1 Fender A SE SE 14 11 46 3 10 2 Fender B SW SE 14 11 46 6 12

3.5. Amount Claimed: 7.8 c.f.s., conditional, each well. 3.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 3.6. Name of Structure: Glenn Toyne/Platteview Ranch Recharge Project. 4. Legal Description of Diversion Points: Recharge Wells m 1 & 2 in ¶8. 4.1. Source of Water: Groundwater tributary to the South Platte River. 4.2. Date of Initiation of Appropriation: Well 1-59193-F, March 3, 2003 by issuance of well permit. Well 2, April 30, 2003 by filing application. 4.3. Description of Recharge/Storage: Water is diverted at the points described in ¶4.1 and is allowed to percolate from the recharge site below into the underground aquifer for Applicant's stated beneficial uses. The following initial site has been identified. This site may be modified and other sites added. 4.4.

Legal (Sedgwick Cty) zero dead storage No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft First use 1 Glenn Toyne SE SW 26 11 47 6 20 3/16/2003

4.5. Amount Claimed: Well 1-59193-F, 2.79 c.f.s., absolute, 5.0 c.f.s., conditional. Well 2, 7.79 c.f.s., conditional. 4.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 5. Name of Structure: Julesburg Irrigation District Recharge Project (95CW283). 5.1. Legal Description of Diversion Points: 5.1.1. In the Northeast Quarter of the Northwest Quarter of Section 24, Township 11 North, Range 47 West of the 6th P.M., Sedgwick County, Colorado, at the headgate of the Peterson Ditch on the North bank of the South Platte River at a point from which the Northwest Corner of said Section bears North 77N2'W 1815.2 feet. 5.1.2. In the Northwest Quarter of Section 17, Township 11 North, Range 47 West of the 6th P.M., Sedgwick County, Colorado, at the headgate of the Settlers Ditch. 5.1.3. In the Northwest Quarter of Section 17, Township 11 North, Range 47 West of the 6th P.M., Sedgwick County, Colorado, at the headgate of the Highline Canal. 5.2. Source of Water: The South Platte River and it’s tributaries. 5.3. Date of Initiation of Appropriation: December 29, 1995 pursuant to filing in Case m 95CW283. 5.4. Description of Recharge/Storage: Water is diverted at the points described in ¶5.1, pursuant to Case m 95CW283 and is diverted into the Peterson Ditch, the Settlers Ditch and the Highline Canal and allowed to percolate from the ditches and from the recharge sites below into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditches when no irrigation deliveries are occurring from the respective ditch. The following initial sites have been identified. These sites may be modified and other sites added. 5.5. Peterson Ditch Recharge/Storage Sites.

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Legal (Sedgwick Cty) zero dead storage

No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft First use 1 Sittner NW SE 1 11 46 2 4 3/22/2001 2 Rundall SE SW 36 12 46 2 6 11/5/2002 3 Sanger NE SW 31 12 45 4 12 3/19/2001 4 Schneider 1/28 SE SE 33 12 45 3 10 3/20/2001 5 Schneider 2/24 NW SE 33 12 45 3 10 3/30/2002 6 Meier 1/23.5 SW SE 28 12 45 4.3 18 4/30/2001 7 Meier 2/22 SE NW 33 12 45 1.5 5 12/16/2002 8 Engleker NW NE 3 11 45 2 4 4/1/2001 9 LSR SE SE 35 12 45 3 15 3/21/2001

10 Walter NE NW 34 12 45 4 8 3/27/2001 11 J. Lechman NW SE 35 12 45 2 4 3/21/2001 12 JID (Harms) NW SE 25 12 45 5 20 3/21/2001 13 Kinnison NE NE 30 12 44 4 20 11/10/2002 14 Spillman NE SE 19 12 44 1.5 6 3/17/2003

5.6. Settlers Ditch Recharge/Storage Sites.

Legal (Sedgwick Cty) zero dead storage No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft First use 1 D. Nein 1/6 SE SE 21 11 47 1.5 3 3/31/2002 2 Lind Farms NE SW 21 11 47 2.2 4.5 11/17/2002 3 D. Nein 2/14 SW SE 15 11 47 1 8 3/18/2001

5.7. Highline Canal Recharge/Storage Sites. Legal (Sedgwick Cty) zero dead storage

No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft First use 1 Jenik/Jenik SW SW 16 11 47 2 6 4/14/2001 2 D. Nein 3 SW SE 16 11 47 3 15 10/15/2001 3 Lind Farms NE SW 21 11 47 2.2 4.5 4/13/2001 4 Rober NW SW 11 11 47 2 10 12/11/2002 5 HV Ranch SE SW 1 11 47 2.8 9 4/18/2001 6 McClary 1/31.5 NW NW 5 11 46 2 6 9/23/2001 7 McClary 2/32 SW SW 32 12 46 2 6 12/14/2002 8 L. Lechman NW SW 33 12 46 2 6 9/21/2001 9 S. Nein SW SE 25 12 46 3.5 7 3/28/2001

10 Kobayashi NE NW 29 12 45 2 4 11/17/2001 5.8. Amounts Claimed: The 185 c.f.s. for the Peterson, 290 c.f.s. for the Settlers and 270 c.f.s. for the Highline are claimed conditional in 95CW283. Some of these conditional amounts have been made absolute by diversion and recharge to the ditches and the listed recharge sites in this Application. 5.9. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 6. Name of Structure: South Reservation Ditch Recharge Project. 6.1. Legal Description of Diversion Points: In the SW¼ SE¼ of Section 11, Township 11 North, Range 46 West of the 6th P.M., Sedgwick County, Colorado at the headgate of the South Reservation Ditch and Well m 8 in ¶8. 6.2. Source of Water: The South Platte River and it’s tributaries. 6.3. Date of Initiation of Appropriation: April 26, 2003 by Board Resolution. 6.4. Description of Recharge/Storage: Water is diverted at the points described in ¶6.1 and is allowed to percolate from the ditch and the recharge sites below into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The following initial sites have been identified. These sites may be modified and other sites added.

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Legal (Sedgwick Cty) zero dead storage No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft 1 Fender 1 SW SW 12 11 46 5 10 2 Fender 2 NW NE 17 11 45 5 20 3 Parker SW SW 7 11 45 3 9 4 Berges SW SE 7 11 45 3 9 5 Lanckriet SW SW 10 11 45 2 6

6.5. Amount Claimed: 25 c.f.s., conditional. Well 8, 5.6 c.f.s., conditional. 6.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 7. Name of Structure: South Sedgwick Recharge Project. 7.1. Legal Description of Diversion Points: Recharge Wells m 3, 4 & 5 in ¶8. 7.2. Source of Water: Groundwater tributary to the South Platte River. 7.3. Date of Initiation of Appropriation: April 30, 2003. 7.3.1. How Appropriation Was Initiated: Filing of Application. 7.4. Description of Recharge/Storage: Water is diverted at the points described in ¶7.1 and is allowed to percolate from the recharge sites below into the underground aquifer for Applicant's stated beneficial uses. The following initial sites have been identified. These sites may be modified and other sites added.

Legal (Sedgwick Cty) zero dead storage No Name Qtr Qtr Sec TwpN RngW Acres Ac-ft 1 McCormick 1 SE SW 20 11 46 3 10 2 McCormick 2 SW SW 21 11 46 5 10 3 Gloria Toyne SE SE 33 11 47 5 20

7.5. Amount Claimed: Wells 3 & 5, 7.8 c.f.s., Well 4, 2.3 c.f.s., all conditional. 7.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. Application for Recharge Wells. 8. Applicant seeks a water right for each of the structures in the following table. Each location is in Sedgwick County within the 6th P.M. The source of each is groundwater tributary to the South Platte River and each permit is conditioned on it or other wells being within 100 feet of the river. The appropriation date is based on the application for or issuance of the well permit or the filing of this application. Applicant claims each amount for each well as stated in the table, conditional, unless indicated absolute in ¶3, 4, 6 & 7. The use of each well is augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. The proposed diversions from these structures will be recharged in the ponds described in ¶3, 4, 6 & 7 or ponds to be developed. Applicant claims the use, reuse and successive uses of the water diverted for recharge purposes under the subject water rights to extinction, either directly or by exchange.

No. Name Permit No. App Date GPM Qtr/Qtr Sec Tnp Rng 1 Glenn Toyne/Platteview R1 59193-F 3/3/2003 3500 SE NW 23 11N 47W 2 Glenn Toyne/Platteview R2 pending 4/30/2003 3500 SW NE 23 11N 47W 3 McCormick R1 pending 4/30/2003 3500 NW NW 20 11N 46W 4 McCormick R2-10289R pending 4/30/2003 1000 NW NW 20 11N 46W 5 Gloria Toyne pending 4/30/2003 3500 SE SE 28 11N 47W 6 Fender R1 pending 4/30/2003 3500 SW SE 11 11N 46W 7 Fender R2 pending 4/30/2003 3500 SW SE 11 11N 46W 8 Moist45871F pending 4/30/2003 2500 SW NW 9 11N 45W

Application for Augmentation Wells. 9. Applicant seeks a water right for each of the structures in the following table. Each location is in Sedgwick County within the 6th P.M. The source of each is groundwater tributary to the South Platte River. The appropriation date is based on the application for or issuance of the well permit. Applicant claims a portion of Wells m 1-15 absolute

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based on actual diversion and beneficial use and the remaining amount, and each of the other wells, conditional. The use of each well is augmentation, replacement and exchange for all beneficial uses. Applicant claims the use, reuse and successive uses of the water diverted for augmentation purposes under the subject water rights to extinction, either directly or by exchange.

No. Name Permit No. App Date GPM Qtr/Qtr Sec Tnp Rng 1 R. Walter 56203-F 7/24/2001 2500 NW SE 29 12N 45W 2 Parker 56204-F 7/24/2001 2500 NW SE 20 12N 45W 3 Fraker/Kinnison 57806-F 7/10/2002 1500 SW NE 34 12N 45W 4 Franklin/Kinnison 57807-F 7/10/2002 1500 SE NW 29 12N 44W 5 Kobayashi 57792-F 7/5/2002 1500 NW NW 29 12N 45W 6 Meier 57793-F 7/5/2002 1500 NW SW 33 12N 45W 7 Miller/Kinnison 57808-F 7/10/2002 1500 NE NE 2 11N 46W 8 Richards/Kinnison 57809-F 7/10/2002 1500 SW NW 32 12N 45W 9 Sanger 57794-F 7/5/2002 1500 NW NW 1 11N 46W

10 Schneider 57795-F 7/5/2002 1500 NE SE 33 12N 45W 11 Sittner 57796-F 7/5/2002 1500 SW SE 32 12N 45W 12 Williamson/Kinnison 57810-F 7/10/2002 1500 NE NE 6 11N 45W 13 P. Walter 57797-F 7/5/2002 1500 SW SW 28 12N 45W 14 Woodhams/Kinnison 57811-F 7/10/2002 1500 SW SW 33 12N 45W 15 LSPWAE No. 2 56046-F 7/12/2001 5000 NW SE 20 12N 44W 16 Glenn Toyne/Platteview Ranch 59358-F 3/31/2003 2000 SE SW 26 11N 47W

Application for Plan of Augmentation. 10. Structures to Be Augmented: 136 wells described in the following table and the wells described in ¶9 above. The plan is intended to augment any replacement well or alternate point of diversion well authorized in connection with one of the listed wells.

Well Well Loca tion

No.

Name Permit No.

Case No. QuarterQuarter Sec Twp Rng

1 Edward/Rosemary Meier PO4509 W5012 SW1/4NW1/4 32 12N 44W

2 Don Schneider NR W5019 NE1/4SE1/4 33 12N 45W

3 Don Schneider PO 4416 W5019 NW1/4SE1/4 33 12N 45W

4 Sittner Farms 03467 W5022 NW1/4SW1/4 1 11N 46W

5 Sittner Farms 19555-F W5022 SW1/4SE1/4 32 12N 45W

6 Lavonne Childress 04496 W4992 NE1/4NW1/4 4 11N 45W

7 Lavonne Childress 4488 W4992 NW1/4NE1/4 1 11N 46W

8 Detta Helmsing 13068-F W-3066 NE1/4NW1/4 1 11N 46W

9 Charles Woodhams Trust 6522 W4356 S1/2SW1/4 33 12N 45W

10 Charles Woodhams Trust 9317F-3279F W4356 NW1/4NW1/4 3 11N 45W

11 Scott Woodhams 13121 W4356 E1/2NW1/4 3 11N 45W

12 Parker Land & Cattle Co. 03960F W2431 NW1/4SW1/4 7 11N 45W

13 Parker Land & Cattle Co. 6608F W2431 NW1/4SW1/4 7 11N 45W

14 Walter J. Jacob Estate 4489 W5009 NW1/4 SW1/4 31 12N 45W

15 Robert Walter R10823 W2475 NE1/4SE1/4 29 12N 45W

16 Robert Walter R10824 W2475 NW1/4SE1/4 29 12N 45W

17 Moist Farms Inc 6599F W2659 SW1/4NW1/4 9 11N 45W

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18 Moist Farms Inc 45871F 95CW056 SW1/4NW1/4 9 11N 45W

19 Moist Farms Inc 3913F W2659 NW1/4SE1/4 8 11N 45W

20 David Nein 011272F S1/2NE1/4 29 12N 45W

21 Scott Woodhams 1-9317F W4364 NE1/4SE1/4 4 11N 45W

22 Walter J. Jacob Estate 6375 W3181 SW1/4NE1/4 4 11N 45W

23 Dale Parker R14157 W5175 NW1/4 SE1/4 20 12N 45W

24 Walter J. Jacob Estate R 11082 W4995 NE1/4NW1/4 2 11N 45W

25 Bernard Powell R15890 W3813 NE1/4NE1/4 4 11N 45W

26 B. Richard Cortez 4492 W3745 NE1/4SW1/4 29 12N 45W

27 Susan Miller 4491 W3746 NE1/4NE1/4 2 11N 46W

28 Don Sanger 10616 W5007 SW1/4NE1/4 3 11N 46W

29 Don Sanger 11985 W2450 NW1/4SW1/4 32 12N 45W

30 Don Sanger 2902-F W5007 SW1/4NE1/4 3 11N 46W

31 Don Sanger 3366F W2450 NW1/4NW1/4 1 11N 46W

32 Don Sanger 8325 W2630 W1/2 5 11N 45W

33 William Smutz 0640 W3064 NW1/4SE1/4 3 11N 45W

34 John Wertz 4512 W3868 NW1/4NW1/4 2 11N 46W

35 Ronald Richards 0350 W1492 SW1/4NW1/4 32 12N 45W

36 Engelker Family Ptnr. 11727 W2657 NW1/4NE1/4 3 11N 45W

37 R & G Farms LLC 04406 W1903 NW1/4SE1/4 31 12N 45W

38 H.R. Bell 4444 W2081 SE1/4NW1/4 31 12N 45W

39 ERW Farm 11986 W3053 E1/2NW1/4 33 12N 45W

40 Meier Bros., Inc. 000000 NE1/4NE1/4 33 12N 45W

41 Meier Bros., Inc. 152363A SE1/4NE1/4 33 12N 45W

42 Meier Bros., Inc. PO9363 W4999 N1/2NE1/4 33 12N 45W

43 Meier Bros., Inc. R12702 W4999 N1/2SW1/4 33 12N 45W

44 Meier Bros., Inc. R14328 W4999 NW1/4NW1/4 28 12N 45W

45 Walter J. Jacob Estate 04476 W5009 SE1/4NW1/4 11 11N 46W

46 Kenneth Berges 6025F W2208 NW1/4SE1/4 7 11N 45W

47 Kenneth Berges 6048F W2208 SW1/4NW1/4 8 11N 45W

48 Wayne Kinnison 14849 W3063 NW1/4NW1/4 33 12N 45W

49 David Brandt 10229 W1940 NW1/4NE1/4 32 12N 45W

50 David Brandt RO8701 W1940 NW1/4NW1/4 20 12N 45W

51 James Fender 6651 F W841 NW1/4 SW1/4 8 11N 45W

52 John Lechman 14441 W4997 SW1/4SE1/4 35 12N 45W

53 Tom Kobayashi NR W3537 NW1/4NW1/4 29 12N 45W

54 Robert Walter R10825 W2475 N1/2NW1/4 34 12N 45W

55 Walter J. Jacob Estate 7093 W4058 NW1/4SE1/4 36 12N 46W

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56 Clem Price 10473F W2166 SW1/4NW1/4 25 11N 47W

57 Clem Price 48267-F 96CW286 SE1/4 NE1/4 26 11N 47W

58 Glen Toyne 3833F W1546 NE1/4NW1/4 26 11N 47W

59 Slash-I-Jay, Inc. 7344 W2436 NW1/4SW1/4 18 11N 46W

60 Otsuka Farms 11480F W3068 NW1/4SW1/4 3 11N 46W

61 McClary Farms, Inc. 4903F W3069 NE1/4SW1/4 7 11N 46W

62 Glen Toyne 1-13628F W2167 NW1/4 NW1/4 19 11N 46W

63 Glen Toyne 2-13627F W2167 NW1/4 SW1/4 19 11N 46W

64 Glen Toyne 9061F W2167 SW1/4 NE1/4 19 11N 46W

65 Gary Meinke 12249-R W2411 SE1/4NW1/4 18 11N 46W

66 Sittner Farms 03468 W5022 NW1/4NW1/4 17 11N 46W

67 Sittner Farms 36266RF W4998 SW1/4 SE1/4 31 12N 45W

68 Town of Sedgwick P 14501 W4996 NE1/4SE1/4 19 11N 46W

69 David Dendinger 04420F W3060 NW1/4 NW1/4 24 11N 47W

70 Edward/Rosemary Meier 015502F W3149 NW1/4SW1/4 24 11N 47W

71 Edward/Rosemary Meier 23691F W3149 SW1/4NE1/4 24 11N 47W

72 H V Ranch Co. 14706 W3890 NE1/4SW1/4 13 11N 47W

73 George Jenik PO4471 W2796 W1/2 W1/2 13 11N 47W

74 George Jenik R07241 W2796 NE1/4NW1/4 13 11N 47W

75 George Jenik R14594 W2796 SW1/4NE1/4 14 11N 47W

76 Stanley & Glen Munson 4495 W2373 SW1/4SW1/4 24 11N 47W

77 David Nein 03327F W6833 SW1/4SE1/4 17 11N 46W

78 David Nein 0796 W3060 NW1/4NW1/4 18 11N 46W

79 McClary Farms, Inc. 1 7790F W2624 SW1/4 NE1/4 7 11N 46W

80 Schiel Farm 16162 W3689 SW1/4NW1/4 8 11N 46W

81 M & M Company 08501 W4994 SE1/4 7 11N 46W

82 Jankovsky Inc. RO7038 W2661 SE1/4SW1/4 9 11N 46W

83 Lawrence Lechman 0414 W3062 SW1/4SW1/4 4 11N 46W

84 Lawrence Lechman 6440F W3062 SW1/4SW1/4 4 11N 46W

85 Tsugio Yoshimoto 7049 W5007 E1/2NE1/4 7 11N 46W

86 McClary Farms, Inc. 7038 W5007 NE1/4 NE1/4 8 11N 46W

87 Howard McCormick R10288 W2284 SE1/4SE1/4 24 11N 47W

88 Howard McCormick R10289 W2284 NW1/4NW1/4 20 11N 46W

89 McClary Farms, Inc. 11173 W2473 NW1/4 NE1/4 8 11N 46W

90 McClary Farms, Inc. 4453 W3497 NW1/4NW1/4 5 11N 46W

91 John Lechman 10614 W3060 E1/2E1/2 13 11N 47W

92 John Lechman 3571F W2664 NW1/4SW1/4 7 11N 46W

93 John Lechman P06408 W5006 SW1/4NE1/4 13 11N 47W

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94 Janet Lowery PO3526 W6798 SW1/4SW1/4 17 11N 46W

95 Don Sanger 11471R W6798 NW1/4NW1/4 35 12N 46W

96 Rundall Family Trust 1-3599F W3059 SW1/4SW1/4 36 12N 46W

97 Hi-Vu Cattle Company 11484 NW1/4 NW1/4 12 11N 47W

98 Hi-Vu Cattle Company N.R. SW1/4 NW1/4 12 11N 47W

99 Hi-Vu Cattle Company Non Reg NW1/4 NW1/4 7 11N 46W

100 Hi-Vu Cattle Company Not Reg NW1/4 NW1/4 7 11N 46W

101 Hi-Vu Cattle Company NR NW1/4 NW1/4 12 11N 47W

102 George Jenik PO4448 W2796 NW1/4NE1/4 11 11N 47W

103 George Jenik PO5120F W5016 W1/2 2 11N 47W

104 George Rober P-O4485 W5017 SW1/4SE1/4 11 11N 47W

105 Peter Walter 16151 W2450 W1/2SW1/4 28 12N 45W

106 H V Ranch Co. 1 4521 W2639 NW1/4NW1/4 1 11N 47W

107 Allan Utter 1 3654F W2625 SW1/4SE1/4 5 11N 46W

108 Labrador Properties, LLC 04241F W3062 NW1/4NW1/4 12 11N 47W

109 Labrador Properties, LLC 3600F W3062 NW1/4NW1/4 12 11N 47W

110 Donald Holmberg 11222 W2848 SE1/4SW1/4 5 11N 46W

111 Donald Holmberg 11223 W2848 SE1/4SW1/4 5 11N 46W

112 Glen Toyne 6678 W1546 NW1/4 NW1/4 26 11N 47W

113 Gloria Toyne 20394-R W2228 SW1/4SW1/4 27 11N 47W

114 Gloria Toyne 9096F W2228 SE1/4SE1/4 27 11N 47W

115 McAtee Construction Co. 33452 W-2633 NE1/4 NE1/4 1 10N 48W

116 Lind Farms, Inc 43434-RF 86CW198 NW1/4SE1/4 21 11N 47W

117 Vincent Young 2662RF W3357 NW1/4SW1/4 29 11N 47W

118 Vincent Young 6661RF W3357 SW1/4SW1/4 29 11N 47W

119 Jim Cabela 22169-F W3061 SW1/4NW1/4 32 11N 47W

120 Jim Cabela 5169F W3061 SW1/4NW1/4 32 11N 47W

121 Kinoshita Brothers 2376-F W4991 NE1/4SE1/4 31 11N 47W

122 Kinoshita Brothers 4557 W4991 NW1/4SW1/4 31 11N 47W

123 Kinoshita Brothers 4558RF W4991 NE1/4SW1/4 31 11N 47W

124 Kinoshita Brothers 7728 W4991 NW1/4SE1/4 31 11N 47W

125 David Nein 10532 W6833 NW1/4 SW1/4 22 11N 47W

126 David Nein 14735 W6833 SW1/4 SE1/4 21 11N 47W

127 David Nein 4477 F W2724 SW1/4SE1/4 15 11N 47W

128 David Nein 4829 F W2724 SW1/4NE1/4 15 11N 47W

129 Dale Parker R14158 W5173 NE1/4SE1/4 29 11N 47W

130 Jankovsky, Inc. R7037RF W2661 SE1/4SW1/4 21 11N 47W

131 Jankovsky, Inc. RO7034 W2661 NW1/4NW1/4 28 11N 47W

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132 Jankovsky, Inc. RO7035 W2661 NW1/4 SW1/4 28 11N 47W

133 Jankovsky, Inc. RO7036 W2661 NW1/4SW1/4 28 11N 47W

134 Platteview Ranch, Inc 1118 W1674 SW1/4NW1/4 22 11N 47W

135 Platteview Ranch, Inc 1119 W1674 SW1/4NW1/4 22 11N 47W

136 Platteview Ranch, Inc 26223 F 82CW320 NE1/4SW1/4 22 11N 47W

These wells deplete the South Platte River in the reach from about the east line of Section 15, T10N, R49W downstream to the east line of Section 24, T12, R44W near the Colorado-Nebraska state line. Other wells in the reach may qualify to be part of this application but may have been unintentionally omitted and will be included later. Are there other rights diverted from these structures? Yes, augmentation or recharge water is diverted from some of these wells, which are described in ¶8-9. 11. Water Rights to be Used for Augmentation: 11.1 Water rights described in ¶2-9. Applicant reserves the right to add additional augmentation wells and recharge wells to this plan. If the Applicant’s recharge projects produce accretions in excess of that needed to augment the structures in ¶10, this plan includes the recapture of excess accretions from recharge by making additional diversions at the structures in ¶2-8 or by leasing such water to other water users pursuant to an approved Substitute Water Supply Plan or a Water Court Decree. 11.2 Augmentation credits could be available and may be utilized from LSPWAE 02CW320, CDOW Tamarack 96CW1063 and 98CW463, and others including W7971, W8647, 98CW295 and the forthcoming Applications of the Lower Logan Well Users, Inc., and Dinsdale Brothers, Inc. 11.3. Applicant seeks approval to add water rights it acquires by purchase or lease to be used as replacement sources for this plan of augmentation. Applicant proposes that for reservoir water 60% and for direct flow water 50% of the previous 5 years average releases be available for augmentation purposes. These percentages for reservoir and direct flow water are subject to change based upon field validation of historic irrigation practices including consumptive use and return flows. If the Water Court has quantified the historic use of the same type of shares to be used for replacement water, Applicant proposes to use the consumptive use and return flow obligations found in such a decree, unless changed circumstances indicate a different historic use should be used. 12. Plan for Augmentation. 12.1. Diversions from the wells listed in ¶10 cause depletions to the South Platte River. To the extent that those depletions are out of priority, the purpose of this plan is to provide for replacement of such out of priority depletions in time, location and amount to the extent necessary to prevent injury to senior water rights. 12.2. Method for Determination of Well Depletions. Applicant’s current method of determining well depletions is based on well pumping data. Applicant collects actual well pumping data each year based on power records or flow meter readings and determines the amount pumped. The amount of water projected for next year’s pumping is based on a rolling average of the last five years of pumping. Based on approval by the State Engineer the consumptive use of the total pumping is estimated to be 40%-50% for well water applied by flood irrigation, 75% applied by sprinkler irrigation and 100% for feedlot wells and augmentation wells. The applicant will undertake some field validation for historic irrigation practices to determine what consumptive use factors are appropriate. The consumptive use of the well water is lagged using the SDF method to determine the cumulative depletion for each well. Applicant reserves the right to utilize a consumptive use model instead. In such a model, the historic consumptive use for each field is estimated for the period 1974 – 2002 and future years are added. This history is necessary to determine the long term resulting depletion attributed to the wells after consideration of alluvial lagging effects. The modified Blaney-Criddle crop evapotranspiration method or more current scientifically based method is used to estimate monthly crop potential consumptive use for the crops historically grown over the period. The consumptive use model is a water budget that includes surface water inputs, effective precipitation and soil moisture storage. A monthly water budget is simulated for each field for every month of the applicable period. This budget includes the distinction between flood and sprinkler acres. After credit of any applicable surface water sources, effective precipitation and soil moisture the model estimates the amount of alluvial water to fulfill the net crop water irrigation requirement not met by the surface water supplies. The calculations provided by the model are not fixed but will vary year to year and change based on changes in annual and monthly data, based on changed assumptions and methodology during the pendency of this application. 12.3. Replacement of Out of Priority Depletions. Applicant will make replacement of out-of-priority depletions that cause material injury to senior vested water rights from the sources identified in ¶11. 12.4. Accounting and Reporting. Applicant will provide reports and accountings to the State and Division Engineers. 13. Applicant reserves the right to operate pursuant to §37-92-308 C.R.S. or any amendments thereto. Applicant also reserves the right to add any additional recharge/reservoir sites, recharge wells and augmentation wells which Applicant

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subsequently acquires the right to use, which may be diverted and used by Applicant for the purposes described herein, and used to further augment the wells identified in ¶10; further, additional wells to be augmented may be added in the reach set forth in ¶10, all subject to such conditions as may be provided in any decree entered herein, upon filing a notice of the acquisition of such additional augmentation or recharge sources, or additions to list of wells to be augmented, with the Division Engineer's office and without further judicial proceedings. Applicant also reserves the right to remove any recharge/reservoir sites, recharge wells, and augmentation wells. 14. Name and Address of Owner of the Structures: Applicants members own the structures and they consent to the application. 2003CW210 - APPLICATION FOR CONFIRMATION OF RIGHT TO PUMP ARAPAHOE AQUIFER WATER AT ALTERNATE POINTS OF DIVERSION, IN ARAPAHOE AND DENVER COUNTIES 1. Name and Address of Applicant and Counsel: TCD North, Inc., c/o Peter A. Culshaw, President, Denver Technological Center, 8350 East Crescent Parkway, Suite 100 , Englewood, Colorado 80111; Goldsmith Metropolitan District, c/o Raymond A. Bullock, Denver Technological Center, 8350 East Crescent Parkway, Suite 100, Englewood, Colorado 80111 ; Greenwood Plaza Water District, c/o Rich Shannon, R.S. Wells Corporation, 6399 S. Fiddlers Green Circle, Suite 102, Englewood, CO 80111; Wayne B. Schroeder, Jody Harper Alderman, Julie Karon Blakley, Grimshaw & Harring, P.C., 1700 Lincoln Street, Suite 3800, Denver, Colorado 80203. 2. Goldsmith Metropolitan District owns and operates two wells whose water rights were changed by the Court in Case No. 93CW111 (W-8679-77) on December 16, 1994, as follows: A. Decreed names of structures. Well No. 1 - 16584-F (“South Well”) Well No. 2 - 16582-F (“North Well”) B. Previous decrees:

Date Entered: May 9, 1978 Case No. W-8679-77 Court: District Court for Water Division 1

Date Entered: December 16, 1994 Case No. 93CW111 Court: District Court for Water Division 1 C. Decreed points of diversion:

Well No. 1 - 16584-F is located 1,550 feet from the South section line and 450 feet from the East section line, in the NE ¼ SE ¼, Section 16, Township 5 South, Range 67 West, 6th P.M., Arapahoe County, Colorado.

Well No. 2 - 16582-F is located 760 feet from the South section line and 2,700 feet from the West section line, in the SW ¼ SE ¼, Section 9, Township 5 South, Range 67 West, 6th P.M., Denver County, Colorado.

D. Source: Nontributary Arapahoe Aquifer E. Appropriation Date, Pumping Rates and Annual Volumes:

Well No. 1 - March 13, 1974 Well No. 2 - April 24, 1974 Amount: 600 gpm and 960 A.F. annually, for each well, for a total of 1920 A.F. annually.

F. Historical Use: The two wells have historically been used for irrigation within the

Goldsmith Metropolitan District's service area, commonly known as the Denver Technological Center (DTC).

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3. In Case No. 93CW111, this Court decreed that two supplemental wells for the North Well may be located in the County of Arapahoe, NE ¼ of the NE ¼, Section 16, Township 5 South, Range 67 West, 6th P.M., within 200 feet of a point 15 feet from the North section line and 800 feet from the East section line. One well (DTC A-3) may be completed in the Upper Arapahoe Aquifer (270 A.F. annually) and a second well (DTC A-4) may be completed in the Lower Arapahoe Aquifer (180 A.F. annually). These two new supplemental wells, in combination with the North Well, may be used for irrigation, domestic, commercial and industrial uses within the boundaries and service area of the Goldsmith Metropolitan District, provided, however, the cumulative annual withdrawals shall not exceed 1920 A.F. 4. Greenwood Plaza Water District owns and operates two wells, as follows: A. Decreed names of structures: John Madden Company Well, Permit No. 15780-F Butler Well No. 3236F. B. Previous decrees: John Madden Well Date Entered: August 29, 1978, nunc pro tunc, August 3, 1978 Case No. W-8701-77 Court: District Court for Water Division 1 Butler Well

Date Entered: December 15, 1986 Case No. 85CW158 (W-7775-74) Court: District Court for Water Division 1 C. Decreed points of diversion:

John Madden Company Well, 15780-F, is located in the SE 1/4 of the SW 1/4 of Section 16, Township 5 South, Range 67 West, of the 6th P.M., 620 feet North and 1,665 feet East of the Southwest corner of Section 16.

Butler Well is located in the NE 1/4 NE 1/4, Section 17, T5S, R67W of the 6th PM, Arapahoe County, at a point 960 feet South and 440 feet West of the NE corner of said Section 17.

D. Decreed sources:

For John Madden Well, “Denver and Lower Dawson (Arapahoe) formations or aquifers which are not hydraulically connected to the South Platte River or its tributaries providing a non-tributary source of water.”

For Butler Well, “Arapahoe Formation, non-tributary.” E. Appropriation dates, pumping rates and annual volumes:

For John Madden Well, 0.67 cubic feet per second time or 300 gallons per minute with a total annual appropriation of 300 acre feet, with appropriation date of July 28, 1971.

For Butler Well, 0.6667 cubic feet per second (300 gpm) limited to 145 AF annually, with appropriation date of June 24, 1961. F. Use of the water:

For John Madden Well, domestic, municipal, commercial, light industrial, recreational, and irrigational uses and the right of reuse and successive use of the return flow.

For Butler Well, irrigation, sanitary and domestic.

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5. Co-applicants request confirmation of their right to pump 155 A.F. annually of Goldsmith Metropolitan District Arapahoe aquifer water through one or both of the Greenwood Plaza Water District wells at pumping rates not to exceed 500 gpm for the John Madden Well and 500 gpm for the Butler Well, for use within Greenwood Metropolitan District’s service area, and to withdraw water decreed to the Butler and Madden Wells through four new, alternate points of diversion, supplemental and/or additional wells, as follows: GWP-1 Upper Arapahoe Well SE1/4 Section 17, T5S, R67W, 6th P.M., 56 ft FEL, 1978 ft FSL GWP-2 Lower Arapahoe Well SE1/4 Section 17, T5S, R67W, 6th P.M., 56 ft FEL, 1928 ft FSL GWP-3 Upper Arapahoe Well NE1/4 Section 21, T5S, R67W, 6th P.M., 1917 ft FEL, 1207 ft FNL GWP-4 Lower Arapahoe Well NE1/4 Section 21, T5S, R67W, 6th P.M., 1917 ft FEL, 1257 ft FNL The water would be withdrawn as follows: Butler Well (Permit No. 3236-F) 145 af/yr at 300 gpm/99 af/yr Upper Arapahoe; 46 af/yr Lower Arapahoe (SEO split) Madden Well (Permit No. 15780-F) 300 af/yr at 300 gpm/36 af/yr Denver; 174 af/yr Upper Arapahoe; 90 af/yr Lower Arapahoe (SEO split) Case No. 02CW77 - Leased Arapahoe water from DTC South Well, 155 af/yr, to Butler well The Upper Arapahoe and Lower Arapahoe volumes would be diverted through the decreed wells as well as the supplemental/additional/alternate point of diversion wells at 500 gpm each. WHEREFORE, Co-applicants request a Decree granting the application herein and determining that vested or conditionally decreed water rights of others will not be materially injured by the withdrawals of the groundwater, and for such other relief as seems proper.

200CW211 Veeman Dairy, 17340 CR 370, Sterling, Colorado 80751. Telephone: (970) 522-3718. C/O Kim R. Lawrence of Lind, Lawrence & Ottenhoff, LLP, 1011 11th Avenue, Greeley, CO, 80631, (970)356-9160. Application for Water Rights, Change of Water Rights and Plan for Augmentation in Logan, Morgan and Washington Counties. APPLICATION FOR WATER RIGHTS 2. Name of Structure: Ramsey Ditch Recharge Project. 2.1. Legal Description of Diversion Point: In the NE¼ of Section 33, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado at the diversion works of the Ramsey Ditch. 2.2. Source of Water: The South Platte River and its tributaries. 2.3. Date of Initiation of Appropriation: April 23, 2003. 2.3.1. How Appropriation Was Initiated: Authorization to file application. 2.4. Description of Recharge: Water is diverted at the existing headgate of the ditch and is allowed to percolate from the ditch into the underground aquifer for Applicant's stated beneficial uses. Recharge credit for augmentation is claimed for seepage from the ditch when no irrigation deliveries are occurring from the ditch. The water so diverted may also be delivered either above or below the ditch to facilities proximate to the ditch for the same purposes. 2.5. Amount Claimed: 34 c.f.s., conditional. 2.6. Use: Augmentation, recharge, replacement, irrigation, exchange, municipal, recreation, wildlife and wildlife recovery, commercial, industrial, livestock, fire protection and piscatorial. Uses are by Applicant and by individuals and entities with whom Applicant contracts. Applicant intends to fully utilize the water claimed 100% to extinction to the extent it is feasible to account for the same. 3. Name of Structure: Veeman Dairy Well. 3.1. Legal Description of Diversion Point: In the NE¼ SW¼ SE¼ of Section 6, Township 8 North, Range 50 West of the 6th P.M., Logan County, Colorado. 3.2. Source of Water: The South Platte River and its tributaries. 3.3. Date of Initiation of Appropriation: April 23, 2003. 3.3.1. How Appropriation Was Initiated: Authorization to file application. 3.4. Amount Claimed: 4.0 c.f.s., conditional. 3.5. Use: Commercial dairy, livestock watering and dust suppression. APPLICATION FOR CHANGE OF WATER RIGHTS 4. Decreed Name of Structures: Ramsey Ditch, Iliff-Prewitt (110 acre-rights). 5. Previous Decrees: 5.1. Ramsey Ditch: A decree was entered in Case m 605 on November 10, 1898 with a date of appropriation of August 3, 1894 in the amount of 12.0 c.f.s. for irrigation and domestic. The headgate of the Ramsey Ditch is located In the NE¼ of Section 33, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado. 5.2. Iliff-Prewitt: Prewitt Inlet Canal was decreed in Case m 2142 on January 15, 1914 for 32,300 a.f. with an appropriation date of May 25, 1910 and in Case m 16704 on October 18, 1965 for 34,960 a.f. with an appropriation date of December 31, 1929. The Prewitt inlet canal is located in Section 24, Township 4 North, Range 55 West of the 6th P.M., Morgan County, Colorado and the Prewitt Reservoir is located in Section 2, Township 5 North, Range 54 West of the 6th P.M., Washington and Logan Counties, Colorado. 6. Historic Use: The Ramsey Ditch is used to irrigate 552 acres in Sections 24, 25,and 27, Township 10 North, Range 50 West of the 6th P.M., Logan County, Colorado along with 110 acre rights of Iliff-

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Prewitt and Wells m 3711-F, 6801-F and 6802-F. 7. Proposed Change: Applicant seeks to change the use of the Ramsey Ditch and 110 acre-rights of Iliff-Prewitt to add augmentation, replacement and exchange and recharge into structures developed under ¶2, as well as the decreed irrigation use, with the right to totally consume the consumable portion of the water, either by first use, successive use, or disposition. Applicant also proposes to release the rights from Prewitt Reservoir and leave the water in the river to provide augmentation rather than divert them at down stream ditches for irrigation. Such augmentation use will replace historic return flows including ditch seepage losses from the use of such surface water rights in the time, location and amount in which they occurred and prevent expanded use of such surface water rights so that other water rights will not be injured. APPLICATION FOR PLAN OF AUGMENTATION 8. Plan for Augmentation: Applicant proposes to augment the Veeman Dairy well, Lebsack Wells m 1-704-R, 2-5656-F, 3-9323-F, 4-9324-F, 5-10563-F, 6-10564-F decreed in Case m W-1249 and Wells No. 3711-F, 6801-F and 6802-F decreed in Case m W-3227. The historic consumptive use of the Ramsey Ditch was determined to be 515.95 acre feet per year and the Iliff-Prewitt 5.67 acre feet per year based on the selected study period. Applicant reserves the right to revise and alter the study period. Applicant will divert a portion of the Ramsey Ditch into recharge ponds located on applicant’s property pursuant to ¶2 and dry up an estimated 164 acres irrigated by the ditch. The estimated historic consumptive use of the Ramsey Ditch and the Iliff-Prewitt, based on the study period, are set out in Row 1 and 2 in Table 1. The depletion of the wells decreed in W-3227 is set out in Row 3. The steady state depletion of the dairy well is set out in Row 4. The lagged recharge accretions are set out in Row 5. All values in acre feet. Table 1

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Tot

0.00 0.00 0.55 6.84 54.69 68.05 159.11

152.57

44.52 18.75 6.91 3.94 515.93

0.00 0.00 0.00 0.00 0.08 0.40 1.72 3.47 0.00 0.00 0.00 0.00 5.67

6.52 4.92 4.58 4.07 4.01 17.38 13.08 55.04 46.55 24.58 12.40 8.77 231.92

20.95 19.14 21.04 20.25 20.78 20.18 20.75 20.01 20.12 20.71 20.15 20.72 245.04

69.24 47.17 41.87 94.76 173.09

195.24

152.96

85.19 58.96 112.53

155.53

117.98

1085.5

Lebsack Wells m 1-704-R, 2-5656-F, 3-9323-F, 4-9324-F, 5-10563-F, 6-10564-F are used to irrigate 593 acres in Section 6, Township 8 North, Range 51 West of the 6th P.M., Logan County, Colorado along with 6 shares of the Bravo Ditch. The estimated 1969-2001consumptive use attributable to the 6 wells and lagged commencing in 1974 is shown in Table 2.

Table 2

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Tot

56.9 43.9 42.1 36.2 34.0 51.8 115.5 171.3 176.9 142.2 95.1 70.9 1036.8

Augmentation credits are available and may be utilized from the Bravo Ditch, 96CW657 and from leased accretions in the forthcoming applications of the Logan Well Users, Inc., Sedgwick County Well Users Inc. The net impact is no material injury to the river or senior water rights. Historic returns will be maintained for all calls senior to the date of the filing of this application. Applicant reserves the right to operate pursuant to §37-92-308 C.R.S. or any amendments thereto. 9. Name and Address of Owners of Structures: Applicant owns all structures and is a shareholder in the Bravo Ditch. 2003CW212 APPLICATION FOR WATER RIGHTS OF REED HOLLOW RANCH LPA, APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NONTRIBUTARY SOURCES, IN THE NONTRIBUTARY LOWER DAWSON, DENVER, ARAPAHOE AND LARAMIE-FOX HILLS AQUIFERS, IN DOUGLAS

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COUNTY. 1. Name, Address, Telephone Number of Applicant: Reed Hollow Ranch LPA, 441 Russellville Road, Franktown, Colorado 80116 (303) 520-9104(Frederick A. Fendel, III, Petrock & Fendel, P.C., 700 17th Street, #1800, Denver, Colorado 80202 (303) 534-0702). 2. Well Permits: Well permits will be applied for prior to construction of the wells. 3. Legal Description of Wells and Subject Property: The property which is the subject of this application is approximately 116.7 acres of land located in parts of the N1/2 and NE1/4SE1/4 of Section 11, T8S, R66W of the 6th P.M., as more particularly described and shown on Attachment A hereto. The wells which will withdraw the subject groundwater will be located at any location on the Subject Property subject to Section 37-90-137(4), C.R.S. 4. Source of Water Rights: The source of the groundwater to be withdrawn from the subject aquifers underlying the Subject Property is nontributary groundwater as described in 37-90-103(10.5), C.R.S. 5. Estimated Amounts: The estimated average annual amounts of withdrawal available from the subject aquifers as indicated below, are based upon the Denver Basin Rules, 2 C.C.R. 402-6. For purposes of this application, Applicant estimates that the following annual amounts are representative of the Lower Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers underlying the Subject Property: Saturated Annual Aquifer Thickness Amount Lower Dawson 81 feet 18.9 acre-feet Denver 209 feet 41.5 acre-feet Arapahoe 284 feet 56.3 acre-feet Laramie-Fox Hills 193 feet 33.8 acre-feet The average annual amounts available for withdrawal from the subject aquifers will depend on the hydrogeology and the legal entitlement of the Applicant and represents a claim to all nontributary groundwater underlying the Subject Property. 6. Well Fields: Applicant requests that this Court determine that Applicant has the right to withdraw all of the legally available groundwater lying below the Subject Property, through the wells requested herein and any additional wells which may be completed in the future as Applicant's well fields. As additional wells are constructed, applications will be filed in accordance with 37-90-137(10), C.R.S. The Subject Property is contiguous to land and water in the same aquifers as requested herein as owned by Applicant and as decreed in Case No. 93CW101, District Court, Water Division 1. The land which is the subject of Case No. 93CW101 is also shown on Attachment A. Applicant requests that the water which is the subject of this application be withdrawn in combination with the same types of water as decreed in Case No. 93CW101, through wells located on the Subject Property or through wells located on the land which is the subject of Case No. 93CW101. 7. Proposed Use: The water will be used, reused, successively used, leased, sold, or otherwise disposed of for the following beneficial purposes: municipal, domestic, industrial, commercial, irrigation, livestock watering, recreational, fire protection, and fish and wildlife. Said water will be produced for immediate application to said uses, both on and off the Subject Property, for storage and subsequent application to said uses, for exchange purposes, for replacement of depletions resulting from the use of water from other sources, and for augmentation purposes. 8. Jurisdiction: The Water Court has jurisdiction over the subject matter of this application pursuant to 37-92-302(2), and 37-90-137(6), C.R.S. 9. Remarks: A. Applicant claims the right to withdraw more than the average annual amounts estimated in paragraph 5 above pursuant to Rule 8A of the Statewide Rules, 2 C.C.R. 402-7. B. Although Applicant has estimated the amounts of water available for withdrawal from the subject aquifers based on estimates of relative values for specific yield and saturated thicknesses, Applicant requests the right to revise the estimates upward or downward, based on better or revised data, without the necessity of amending this application or republishing the same. WHEREFORE, Applicant prays that this Court enter a Decree: 10. Granting the application herein and awarding the water rights claimed herein as final water rights, except as to those issues for which jurisdiction of the Court will be specifically retained; 11. Specifically determining that: A. Applicant has complied with 37-90-137(4), C.R.S., and water is legally available for withdrawal; B. The groundwater in the Lower Dawson, Denver, Arapahoe and Laramie-Fox Hills aquifers is nontributary groundwater. C. Vested or conditionally decreed water rights of others will not be materially injured by the withdrawals of groundwater proposed herein and no findings of diligence are required to maintain these water rights. FURTHER, Applicant prays that this Court grant such other relief as seems proper in the premises. 2003CW213, CONCERNING THE APPLICATION FOR WATER RIGHTS OF CASTLETON CENTER WATER AND SANITATION DISTRICT, APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NOT NONTRIBUTARY SOURCES AND APPROVAL OF AUGMENTATION PLAN, IN THE NOT NONTRIBUTARY DENVER AQUIFER, IN DOUGLAS COUNTY. 1. Name, address, and telephone number of

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Applicant: Castleton Center Water and Sanitation District, P.O. Box 1071, Castle Rock, Colorado 80104 (303) 688-4368. (Frederick A. Fendel, III, Petrock & Fendel, P.C., 700 17th Street, #1800, Denver, Colorado 80202 (303) 534-0702). 2. Well Permits: Well permits will be applied for prior to construction of the well or wells. 3. Legal Description of Wells and Subject Property: The wells which will withdraw groundwater from the not nontributary Denver aquifer will be located at any location within the boundaries of the Castleton Center Water and Sanitation District (District), which is comprised of approximately 40.4 acres of land, located in part of the S1/2SE1/4 of Section 27, T7S, R67W of the 6th P.M., as more particularly described and shown on Attachment A hereto ("Subject Property"). Applicant has the right to use the Denver aquifer groundwater underlying the boundaries of the District pursuant to an implied consent ordinance passed by the District in August 1985, pursuant to Section 37-90-137(8), C.R.S. 4. Source of Water Rights: Not nontributary groundwater in the Denver aquifer. 5. Estimated Amounts and Rates of Withdrawal: Rates of flow necessary to efficiently withdraw the entire decreed amount through a well or wells to be located at any location on the Subject Property. Applicant waives any 600 foot spacing rule for wells located on the Subject Property. The estimated average annual amount of withdrawal available from the Denver aquifer as indicated below, is based upon the Denver Basin Rules, 2 C.C.R. 402-6:

Saturated Annual Aquifer Thickness Amount Denver 330 feet 23 acre-feet 6. Well Fields: Applicant has the right to withdraw all of the legally available Denver aquifer groundwater lying below the Subject Property, through the wells requested herein, which may be located anywhere on the Subject Property, and any additional wells which may be completed in the future as Applicant’s well field. As additional wells are constructed, permit applications will be filed in accordance with 37-90-137(10), C.R.S. 7. Proposed use and manner of use: Water will be used, reused, successively used, leased, sold, or otherwise disposed of for the following beneficial purposes: municipal, domestic, industrial, commercial, irrigation, livestock watering, recreational, fish and wildlife, and fire protection uses. Said water will be produced for immediate use, both on and off the property, for storage and subsequent application to all such uses, for use by exchange, for replacement of depletions resulting from the use of water from other sources, and for use by augmentation. 8. Jurisdiction: The Water Court has jurisdiction over the subject matter of this application pursuant to 37-92-302(2), and 37-90-137(6), C.R.S. 9. Description of plan for augmentation: A. Wells and groundwater to be augmented: All of the Denver aquifer groundwater as requested herein as

described in paragraph 5 above. B. Water rights to be used for augmentation: Return flows from the use of not nontributary and nontributary groundwater and direct discharge of not nontributary and nontributary ground water. The nontributary Arapahoe and Laramie-Fox Hills aquifer groundwater underlying the Subject Property was decreed in Case No. 86CW277, District Court, Water Division 1, in the annual amounts of 20.4 acre-feet and 10.5 acre-feet, respectively. C. Statement of plan for augmentation: Applicant will use the Denver aquifer groundwater for municipal purposes within or in connection with the Castleton Center Water and Sanitation District. Water used in buildings is treated at the East Plum Creek Regional wastewater treatment plant and 95% of the amount used for that purpose returns to the stream system. Applicant will also utilize return flows from irrigation use on the Subject Property for replacement of depletions during pumping. During pumping Applicant will replace an amount equal to 4% of the annual amount withdrawn to the affected stream system pursuant to 37-90-137(9)(c), C.R.S. Applicant estimates that the actual depletion to the stream system will be much less than the 4% requirement. Applicant also estimates that depletions may occur to the East Plum Creek stream system. Return flows from use of the subject water rights via that stream system will accrue to the South Platte River stream system, and those return flows are sufficient to replace the required amount of depletion while the subject groundwater is being pumped. Applicant will reserve an adequate amount of nontributary groundwater underlying the Subject Property to meet post-pumping augmentation requirements. 10. Remarks: A. Applicant claims the right to withdraw more than the average annual amount estimated in paragraph 5B above pursuant to Rule 8A of the Statewide Rules, 2 C.C.R. 402-7. B. Although Applicant has estimated the amounts of water available for withdrawal from the Denver aquifer based on the estimated relative value for specific yield and saturated thickness, Applicant requests the right to revise the estimate upward or downward, based on better or revised data, without the necessity of amending this application or republishing the same. C. Applicant will withdraw the not nontributary Denver aquifer groundwater requested herein under the plan of augmentation requested herein pursuant to 37-90-137(9)(c), C.R.S. WHEREFORE, Applicant prays that this Court enter a Decree: 11. Granting the application herein and awarding the groundwater rights claimed herein as final water rights, except as to those issues for which jurisdiction of the Court will be specifically retained; 12. Specifically determining that: A. Applicant has complied with 37-90-137(4), C.R.S., and water is legally

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available for withdrawal; B. The groundwater in the Denver aquifer is not nontributary groundwater; C. Vested or conditionally decreed water rights of others will not be materially injured by the withdrawals of groundwater and the plan for augmentation proposed herein; D. No findings of diligence are required to maintain these water rights. FURTHER, Applicant prays that this Court grant such other relief as seems proper in the premises.

96CW1116 CITY OF THORNTON. William A. Hillhouse II, Sarah A. Klahn, WHITE & JANKOWSKI, LLP, 511 16th St Ste 500, Denver CO 80202, (303) 595-9441. AMENDED AND SUPPLEMENTAL APPLICATION FOR RIGHTS OF SUBSTITUTION AND EXCHANGE, INCLUDING STORAGE, IN JEFFERSON, ADAMS and WELD COUNTIES. 1. Name of Applicant: City of Thornton, Infrastructure Department, 9500 Civic Center Drive, Thornton, CO 80229, (303) 538-7360. 2. Name of new water rights claimed: Thornton's Gravel Pit Exchanges 3. Explanation of Application. The exchanges and rights of substitution claimed in this application utilize the facilities decreed in Case No. 91CW126, among others, and are intended to be consistent with the terms of the decree in that case (the “Gravel Pits Storage Decree”). Thornton’s exchanges and substitutions claimed in this application serve the following purposes: 3.1 Implementation of Thornton’s Northern Project. At times, water stored in the “Exchange Reservoirs” described in this application will be released to the South Platte, and conveyed downstream to: a] the confluence of the Cache la Poudre (“Poudre”) and South Platte Rivers, and used to meet Thornton’s replacement obligations under the Northern Project Decree (defined hereinafter); and/or exchanged up the Poudre River and re-diverted at points described in the decree for Thornton’s Northern Project; or b] the Patterson Ditch and/or Thornton Pump Station 3A, and/or the South Platte River diversion for Thornton Pump Station 3, from which points the water will be re-diverted and delivered to the ditch system of the Water Supply and Storage Company (“WSSC”.) The water so released will be used as allowed by Thornton's "Northern Project" decree in Consolidated Cases No. 86CW401, 86CW402, 86CW403 and 87CW332 (the "Northern Project Decree"). 3.2 Exchanges of Northern Project water upstream on the South Platte River and its tributaries to other Thornton facilities. At times, water to which Thornton is entitled under the Northern Project Decree (including without limitation Poudre River water) will be released, delivered to the South Platte River, and exchanged upstream to Thornton's points of diversion or storage on the South Platte River, Big Dry Creek and Clear Creek, as described hereafter, including but not limited to the Exchange Reservoirs. 3.3 Exchanges and substitutions between or among Thornton’s facilities. At times, water stored will be moved between or among Thornton’s facilities, upstream or downstream, whether by interconnection, gravity flow, pumping, release and re-diversion, or by release and exchange, in order to serve the operation of Thornton’s water system. For example, but not by way of limitation, Thornton may exchange water from an Exchange Reservoir to a reservoir or point of diversion upstream, closer to Thornton, and eventually to a water treatment plant providing water supply to Thornton’s residents and customers. As a further example, and still without limitation, exchanges up Big Dry Creek are intended to supply additional water to Thornton's ThornCreek municipal golf course, located adjacent to the intersection of Big Dry Creek and Interstate Highway 25. For the exchanges to Thornton's golf course, depending upon the structure or structures used to provide the substitute supply, water will be released and either conveyed down or exchanged up the South Platte River to its confluence with Big Dry Creek, then exchanged up Big Dry Creek to the golf course diversion. 4. Exchange Reservoirs. The following reservoirs (the “Exchange Reservoirs”), together with the other facilities described herein, will be used for substitution and/or exchange pursuant to this application. Except as noted hereafter, each of the Exchange Reservoirs was decreed in Case No. 91CW126. Thornton intends to fill and repeatedly refill these storage facilities, either pursuant to the exchanges that are the subject of this application, the storage decrees for such facilities, or both. In pleading the currently decreed capacities set out in the subparagraphs of this paragraph 4, Thornton does not relinquish the right to refill the structures to the extent decreed in Case No. 91CW126, the Gravel Pits Storage Decree. 4.1 Doeringsfeld Pit 4.1.1 This facility will be located in the SE ¼ of the SW ¼, SW ¼ of the SE ¼, Section 3; NE ¼ of the NE ¼ Section 9; and NW ¼, W ½ of the NE ¼, and NE ¼ of the NE ¼, Section 10, T5N, R65W, 6th P.M., Weld County. 4.1.2 The currently decreed capacity is 4474 acre-feet ("a.f.”) (conditional). 4.1.3 The decreed point of diversion for this facility is at the headgate of the Patterson Ditch on the north bank of the South Platte River in the NE ¼ of the NE ¼, Section 21, T5N, R65W, 6th P.M., Weld County, at a point approximately 641 feet South and 5,133 feet East of the Northwest corner of said Section 21. 4.1.4 To the best of Thornton’s knowledge, the Patterson Ditch is owned by Delta Irrigation Co., 24576 WCR 64, Greeley, CO 80631. 4.1.5 To the best of Thornton’s knowledge, the Doeringsfeld Pit and the Doeringsfeld Pit, First Enlargement are owned by Doeringsfeld and Aratas, a partnership, 224 West Ludwig Road, Fort Wayne, IN 46825 (“Doeringsfeld”), and the mining lease therefor is held by Varra Companies, Inc., P. O. Box 2049, Broomfield, CO 80038-2049 (“Varra”). Thornton has a right of first refusal to acquire the property. 4.2 Doeringsfeld Pit, First Enlargement 4.2.1 This facility will be located in the SE ¼ of the SW ¼, SW ¼ of the SE ¼, Section 3; NE ¼ of the

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NE ¼, Section 9; and NW ¼, and W ½ of the NE ¼, NE ¼ of the NE ¼, Section 10, T5N, R65W, 6th P.M., Weld County. 4.2.2 The currently decreed capacity is 1,526 a.f. (conditional). 4.2.3 The decreed point of diversion for this facility is at the headgate of the Patterson Ditch, described above. 4.3 Fort Lupton Pit 4.3.1 This facility will be located in the W ½ of the SW ¼, Section 7, T1N, R66W, 6th P.M.; and E ½ of the SE ¼, Section 12, T1N, R67W, 6th P.M., Weld County. 4.3.2 The currently decreed capacity is 2,700 a.f. (conditional). 4.3.3 The currently decreed points of diversion are at: 4.3.3.1 The headgate of the Lupton Bottom Ditch, on the northwest bank of the South Platte River in the NW ¼ of the SW ¼, Section 19, T1N, R66W, 6th P.M., Weld County, at a point approximately 2,110 feet North and 56 feet East of the Southwest corner of said Section 19. 4.3.3.1.1 To the best of Thornton’s knowledge, the Lupton Bottom Ditch is owned by the Lupton Bottom Ditch Co., Gene Wagner, Pres., 9990 Highway 23, Ft. Lupton, CO 80621. 4.3.3.2 Big Dry Creek Diversion: On the north bank of Big Dry Creek in the SE ¼ of the SE ¼, Section 12, T1N, R67W, 6th P.M., Weld County, at a point approximately 4,691 feet South and 4,094 feet East of the Northwest corner of said Section 12. 4.3.3.3 South Platte River Diversion: On the west bank of the South Platte River in the NE ¼ of the NW ¼, Section 18, T1N, R66W, 6th P.M., Weld County, at a point approximately 1,547 feet South and 3,769 feet West of the Northeast corner of said Section 18. 4.3.4 The land where the Fort Lupton Pit is planned to be located is owned by Thornton. 4.3.5 Thornton believes that lands adjacent to and in the vicinity of the Fort Lupton Pit are owned or leased by Lafarge North America, Inc., 1400 W 64 th Avenue, Denver, CO 80221-2430, or an affiliated entity. Thornton intends to discuss with Lafarge the possibility of Thornton’s acquiring the right to store water in an enlarged pit, which would include property within sections 12, 13 and/or 24, T1N, R67W, 6th P.M., and sections18 and/or 19, T1N, R66W, 6th P.M., in addition to the currently decreed Fort Lupton Pit. Therefore, Thornton intends for this application to apply both to the Fort Lupton Pit, as now decreed, and to any enlargement thereof for which Thornton acquires the right of use. 4.4 Rogers Pit 4.4.1 This facility will be located in the NE ¼ of Section 1, T1S, R67W; and the SW ¼ of the NW ¼ of Section 6, T1S, R66W, 6th P.M., Adams County. 4.4.2 The currently decreed capacity is 2,500 a.f. (conditional). 4.4.3 The decreed points of diversion are at: 4.4.3.1 The headgate of the Brantner Ditch, on the north bank of the South Platte River in the NE ¼ of the SW ¼, Section 4, T2S, R67W, 6th P.M., Adams County, at a point approximately 2,721 feet South and 2,140 feet East of the Northwest corner of said Section 4. 4.4.3.1.1 To the best of Thornton’s knowledge, the Brantner Ditch is owned by the Brantner Ditch Co., Alvin Dechant, Pres., 4936 WCR 23, Ft. Lupton, CO 80621. 4.4.3.2 The headgate of the Brighton Ditch, on the west bank of the South Platte River in the SE ¼ of the SE ¼, Section 11, T1S, R67W, 6th P.M., Adams County, at a point approximately 780 feet north and 1,120 feet west of the Southeast corner of said Section 11. 4.4.3.2.1 To the best of Thornton’s knowledge, the Brighton Ditch is owned by the Brighton Ditch Company, c/o Don Rosenbrock, 3286 WCR 23, Ft. Lupton, CO 80621. 4.4.3.3 South Platte River Diversion A: On the west bank of the South Platte River in the NE ¼ of the NE ¼, Section 1, T1S, R67W, 6th P.M., Adams County, at a point approximately 1,000 feet south and 50 feet west of the Northeast corner of said Section 1. 4.4.3.4 South Platte River Diversion B: On the northwest bank of the South Platte River in the NW ¼ of the SW ¼, Section 6, T1S, R66W, 6th P.M., Adams County, at a point approximately 2,480 feet south and 300 feet east of the Northwest corner of said Section 6. 4.4.4 The Rogers Pit is owned by Aggregate Industries - West Central Region, Inc., 3605 South Teller Street, Lakewood, CO 80235. Thornton has exercised its option to purchase the property. 4.5 Hammer Pit 4.5.1 This facility will be located in the SE ¼, the S ½ of the NE ¼, and the SE ¼ of the NW ¼ of Section 14; and the E ½ of the NW ¼, and NW ¼ of the NE ¼, Section 23, T1S, R67W, 6th P.M., Adams County. 4.5.2 The currently decreed capacity is 1,600 a.f. (conditional). 4.5.3 The decreed points of diversion are at: 4.5.3.1 The headgate of the Brantner Ditch, described above. 4.5.3.2 South Platte River Diversion A: On the west bank of the South Platte River in the NE ¼ of the NW ¼ of Section 23, T1S, R67W, 6th P.M., Adams County, at a point approximately 1,100 feet south and 2,500 feet east of the Northwest corner of said Section 23. 4.5.3.3 South Platte River Diversion B: On the west bank of the South Platte River in the SE ¼ of the NE ¼ of Section 14, T1S, R67W, 6th P.M., Adams County, at a point approximately 2,400 feet south and 580 feet west of the Northeast corner of said Section 14. 4.5.4 The Hammer Pit is owned by Aggregate Industries - West Central Region, Inc., 3605 South Teller Street, Lakewood, CO 80235. Thornton has exercised its option to purchase the property. 4.6 Mann Lakes South Pit 4.6.1 This facility will be located in the SE ¼ of the SE ¼, Section 33; and the S ½ of the N ½, NW ¼ of the SE ¼, and SW ¼, Section 34, T1S, R67W, 6th P.M., Adams County. 4.6.2 The currently decreed capacity is 5,000 a.f. (conditional). 4.6.3 The decreed points of diversion are at: 4.6.3.1 The combined headgate of the Lower Clear Creek Ditch and Colorado Agricultural Ditch, on the north bank of Clear Creek in the SW ¼ of the SE ¼, Section 4, T3S, R68W, 6th P.M., Adams County, at a point approximately 1,200 feet North and 1,400 feet West of the Southeast corner of said section. 4.6.3.1.1 The Lower Clear Creek Ditch is owned by the Lower Clear Creek Company, c/o Thornton Water Resources, 9500 Civic Center Drive, Thornton, CO 80229. 4.6.3.1.2 The Colorado Agricultural Ditch is owned by the Colorado Agricultural Ditch Company, c/o Thornton Water Resources, 9500

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Civic Center Drive, Thornton, CO 80229. 4.6.3.2 The headgate of the Brantner Ditch, described above. 4.6.3.3 South Platte River Diversion: On the north bank of the South Platte River in the NE ¼ of the NW ¼, Section 3, T2S, R67W, 6th P.M., Adams County, at a point approximately 46 feet South and 1,443 feet East of the Northwest corner of said Section 3. 4.6.4 To the best of Thornton’s knowledge, the Mann Lakes South Pit is owned by Adams County, 450 South 4th Ave., Brighton, CO 80601, subject to an agreement that allows Thornton to negotiate for joint use of the facility. 4.7 Cooley East Pit 4.7.1 This facility will be located in the S 2 of Section 9, and the NW ¼ of Section 16, T2S, R67W, 6th P.M., Adams County. 4.7.2 The currently decreed capacity is 5,100 a.f. (conditional). 4.7.3 The currently decreed point of diversion is at the headgate of the Fulton Ditch, on the east bank of the South Platte River in the NE 3 of the SE 3, Section 17, T2S, R67W, 6th P.M., Adams County, at a point approximately 2,815 feet South and 145 feet West of the Northeast corner of said Section 17. 4.7.3.1 To the best of Thornton’s knowledge, the Fulton Ditch is owned by the Fulton Irrigation Ditch Company, 13698 East 136th Avenue, Brighton, CO 80601. 4.7.4 In addition, or in the alternative, Thornton seeks in this proceeding the right to divert water into the Cooley East Pit by exchange, using the Burlington Ditch as a point of diversion. 4.7.4.1 The Burlington Ditch is located on the east bank of the South Platte River in the SW ¼ of the NE ¼ of Section 14, T3S, R68W, 6 P.M., Adams County, at a point approximately 2,200 feet West and 2,300 feet South of the Northeast corner of said section. 4.7.4.2 The Burlington Ditch is owned by: Burlington Ditch Land & Reservoir Company, 80 South 27th Avenue, Brighton, CO 80601; Farmers Reservoir & Irrigation Company, 80 South 27th Avenue, Brighton, CO 80601; Henrylynn Irrigation District, P.O. Box 85, Hudson, CO 86042 4.7.5 The Cooley East Pit is owned by Aggregate Industries B West Central Region, Inc. Thornton has exercised its option to purchase the property. 4.8 Cooley West Pit 4.8.1 This facility was decreed in Case No. 91CW126 as the “Cooley Pit (a.k.a. Thornton Pit).” 4.8.2 It will be located in the NE ¼, N ½ of the SE ¼, NE ¼ of the SW ¼, and SE ¼ of the NW ¼, Section 17, T2S, R67W, 6th P.M., Adams County. 4.8.3 The currently decreed capacity is 3,800 a.f. (conditional). 4.8.4 The currently decreed points of diversion are at: 4.8.4.1 The combined headgate of the Lower Clear Creek Ditch and Colorado Agricultural Ditch, described above. 4.8.4.2 South Platte River Diversion: On the northwest bank of the South Platte River in the SW ¼ of the NW ¼, Section 20, T2S, R67W, 6th P.M., Adams County, at a point approximately 3,780 feet North and 15 feet East of the Southwest corner of said Section 20. 4.8.5 Thornton also seeks the right in these proceedings to divert by exchange at the Burlington Ditch headgate, described above. If the Burlington Ditch is used to supply the Cooley West Pit, water will be delivered to the Cooley West Pit through the West Sprat Platte Pit or the East Sprat Platte Pit, described hereafter. 4.8.6 Thornton also seeks the right in these proceedings to divert by exchange at the South Platte Well Field, which will provide water for the Cooley West Pit. The South Platte Well Field will be located in: 4.8.6.1 Township 2 South, Range 67 West, 6th P.M., Adams County Colorado: in the SW¼ of Section 17; in the E1/2 of Section 19; in the W1/2 of Section 20; in the W1/2, and NE¼ of the SW¼ of Section 30; and in the W1/2 of Section 31. 4.8.6.2 Township 2 South, Range 68 West, 6th P.M., Adams County, Colorado: in the SE¼ of Section 25; and in the E1/2 of Section 36. A decree for the South Platte Well Field is pending in Case No. 02CW180. 4.8.7 The Cooley West Pit is owned by Thornton. 4.9 West Sprat-Platte Pit 4.9.1 This facility was decreed in Case No. 91CW126 as the “West Sprat-Platte Pit (a.k.a. Thornton Pit).” 4.9.2 It is located in the SW ¼, Section 17, and the NW ¼ of the NW ¼, Section 20, T2S, R67W, 6th P.M., Adams County. 4.9.3 The currently decreed capacity is 1,900 a.f. (conditional). 4.9.4 The decreed points of diversion are at: 4.9.4.1 The combined headgate of the Lower Clear Creek Ditch and Colorado Agricultural Ditch, described above. 4.9.4.2 South Platte River Diversion: On the northwest bank of the South Platte River in the SW ¼ of the NW ¼, Section 20, T2S, R67W, 6th P.M., Adams County, at a point approximately 3,780 feet North and 15 feet East of the Southwest corner of said Section 20. 4.9.5 Thornton also seeks the right in these proceedings to divert by exchange at the Burlington Ditch headgate, described above. 4.9.6 Thornton also seeks the right in these proceedings to divert by exchange at the South Platte Well Field, described above, which will provide water for the West Sprat-Platte Pit. 4.9.7 The West Sprat-Platte Pit is owned by Thornton. 4.10 East Sprat-Platte Pit 4.10.1 This facility was decreed in Case No. 91CW 126 as the “Sprat-Platte Ranch East Pit.” 4.10.2 It is located in the S ½ of the SW ¼, SW ¼ of the SE ¼, Section 17, and NW ¼, and NW ¼ of the NE ¼, Section 20, T2S, R67W, 6th P.M., Adams County. 4.10.3 The currently decreed capacity is 1,500 a.f. (conditional). 4.10.4 The decreed points of diversion are: 4.10.4.1 The headgate of the Burlington Ditch, described above. 4.10.4.2 South Platte River Diversion A (Sprat-Platte Ranch East Pit): On the southeast bank of the South Platte River in the SW ¼ of the NW ¼, Section 20, T2S, R67W, 6th P.M., Adams County, at a point approximately 3,703 feet North and 136 feet East of the Southwest corner of said Section 20. 4.10.4.3 South Platte River Diversion B (North Dahlia Pit and Sprat-Platte Ranch East Pit): On the southeast bank of the South Platte River in the SW ¼ of the SE ¼, Section 19, T2S, R67W, 6th P.M., Adams County, at a point approximately 582 feet North and 2,073 feet West of the Southeast corner of said Section 19. 4.10.5 In addition, or in the alternative, Thornton seeks the right in these proceedings to divert by exchange at the South Platte Well Field,

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described above, which will provide water for the East Sprat - Platte Pit. 4.10.6 The East-Sprat-Platte Pit is owned by Thornton. 4.11 North Dahlia Pit 4.11.1 This facility is located in the S ½ of the NE ¼, and SE ¼, Section 19; the W ½ of the SW ¼, S ½ of the NW ¼, Section 20, T2S, R67W, 6th P.M., Adams County. 4.11.2 The currently decreed capacity is 3,500 a.f. (conditional). 4.11.3 The decreed points of diversion are located at: 4.11.3.1 The headgate of the Burlington Ditch, described above. 4.11.3.2 South Platte River Diversion: On the southeast bank of the South Platte River in the SW ¼ of the SE ¼, Section 19, T2S, R67W, 6th P.M., Adams County, at a point approximately 582 feet North and 2,073 feet West of the Southeast corner of said Section 19. 4.11.4 In addition, or in the alternative, Thornton seeks the right in these proceedings to divert by exchange at the South Platte Well Field, described above, which will provide water for the North Dahlia Pit. 4.11.5 The North Dahlia Pit is owned by Thornton. 5. Substitutions and exchanges to effectuate Thornton’s Northern Project. 5.1 Thornton may exchange from the outlet works of any or all of the Exchange Reservoirs to effectuate Thornton’s Northern Project, by releasing water so that the water is delivered to the confluence of the South Platte River and the Cache la Poudre River, located in or about the SW ¼ of the SW ¼, Section 6, T5N, R64W, 6th P.M., Weld County, so as to meet Thornton’s replacement requirements under the Northern Project Decree, and/or exchanged from such confluence upstream on the Poudre River to the locations described in the Northern Project Decree. Thornton also may release water from any or all of the Exchange Reservoirs, so as to permit rediversion of the water at any of the Exchange Reservoirs or at facilities decreed to divert water from the South Platte River under the terms of the Northern Project Decree. The rates of release from the Exchange Reservoirs for the foregoing purposes will be consistent with volumetrics in the Northern Project Decree. Waters diverted at the facilities in the Northern Project Decree may be used directly or stored for subsequent use or moved to, between or among components of Thornton’s Northern Project, as permitted by the terms of the Northern Project Decree. 5.2 Thornton’s replacement obligations under the Northern Project Decree are described in paragraphs 57.2 and 57.3 of the Northern Project Decree. 5.3 The facilities in the Northern Project Decree to which water may be exchanged from Exchange Reservoirs pursuant to this application, as part of the “river exchange” under the Northern Project Decree, are those described in paragraph 14.2.2 of the Northern Project Decree. 5.4 Pursuant to the Water Supply and Storage Company Exchange, decreed in Case No. 86CW402, which is also sometimes referred to as the "Ditch Exchange," Thornton will withdraw from the Larimer County Canal water which has been diverted by the Water Supply & Storage Company (“WSSC”) and the Jackson Ditch Company (“JDC”) under their water rights, exclusive of any and all Colorado - Big Thompson (“C-BT”) water, and return flows characterized as C-BT water, that may be present in the WSSC System. Thornton will return to the canal a substitute supply in an amount equal to that withdrawn. Those returns of substitute supply will be made to the Larimer County Canal or to the Jackson Ditch. 5.4.1 Water diverted into the Larimer County Canal or Jackson Ditch by WSSC and JDC may be withdrawn pursuant to the Water Supply and Storage Company Exchange at Thornton’s point of withdrawal out of WSSC Reservoir No. 4, located in the N½ of Section 23, Township 8 North, Range 69 West, 6th P.M., Larimer County, or at other such point in the WSSC System as may be mutually agreed upon by Thornton and the Water Supply and Storage Company, provided notice of the use of such other point is given to the parties identified, including the Division Engineer. 5.4.2 The points of substitution or exchange are those described in paragraph 14.3.2 of the Northern Project Decree. 5.4.3 Thornton will make replacement of water to the Larimer County Canal as part of the operation of this "ditch exchange" by one or a combination of the diversions or pump and pipeline arrangements described in paragraph 14.3.5 of the Northern Project Decree. 5.5 In addition, any or all of the storage facilities decreed in Paragraph 59 of the Northern Project Decree may be used to effectuate exchanges under this application. 5.6 The facilities in the Northern Project Decree from which water may be released for rediversion pursuant to this application are the following: 5.6.1 Patterson Ditch, which is located on the north bank of the South Platte River in the NE ¼ of the NE ¼, Section 21, T5N, R65W, 6th P.M., Weld County, at a point approximately 641 feet South and 5,133 feet East of the Northwest corner of said Section 21. 5.6.2 Thornton Enlargement of the Patterson Ditch. 5.6.3 Thornton Pump Station No. 3, which will be located on the NW1/4 of the SW1/4, Section 6, T5N, R64W, 6th P.M. 5.6.3.1 To the best of Thornton’s knowledge, the property upon which Pump Station No. 3 will be located is owned by Kioshi, Bob Mitani, 24016 Highway 263, Greeley, CO 80631.subject to an easement held by WSSC. 5.7 Waters that are diverted at the Northern Project facilities described in this paragraph 5 may be delivered to other components of the Thornton Northern Project. 6. Exchanges of Thornton’s TNP water into other components of Thornton’s water system. 6.1 Thornton seeks to exchange water from the water rights decreed in the Northern Project Decree, including the water rights that were changed in that proceeding and the new water rights that were decreed therein, and from the water rights that Thornton owns in WSSC and the JDC, including but not limited to water imported from outside of Water Division No. 1 and return flows from the use of such waters (but excluding water imported through the Colorado - Big Thompson system or return flows therefrom.) The water that Thornton seeks to exchange is referred to in this

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application as “TNP water.” 6.2 Thornton seeks to exchange TNP water by releasing it to the Poudre or to the South Platte River and by diverting a like amount, when river conditions permit, at the facilities described in paragraphs 6.3 and 6.4 of this application. TNP water may be released from reservoirs, ditches or canals decreed in the Northern Project Decree, or by-passed at the headgates thereof (if acceptable to the Division Engineer), so as to reach the confluence of the Poudre and South Platte Rivers, and exchanged up the South Platte River. 6.3 Water, whether TNP water or other water that may be exchanged pursuant to this application, will be exchanged to the Exchange Reservoirs at the points of diversion or storage decreed therefor in Case No. 91CW126 and/or claimed herein, and at the following maximum rates of flow for diversion by exchange. 6.3.1 Doeringsfeld Pit: 370 c.f.s., through the Patterson Ditch. 6.3.2 Doeringsfeld Pit, First Enlargement: 370 c.f.s., through the Patterson Ditch. 6.3.3 Fort Lupton Pit 6.3.3.1 The headgate of the Lupton Bottom Ditch: 150 c.f.s. 6.3.3.2 Big Dry Creek Diversion: 80 c.f.s. 6.3.3.3 South Platte River Diversion: 300 c.f.s. 6.3.4 Rogers Pit 6.3.4.1 The headgate of the Brantner Ditch: 110 c.f.s. 6.3.4.2 The headgate of the Brighton Ditch: 45 c.f.s. 6.3.4.3 South Platte River Diversion A: 300 c.f.s. 6.3.4.4 South Platte River Diversion B: 300 c.f.s. 6.3.5 Hammer Pit 6.3.5.1 The headgate of the Brantner Ditch: 110 c.f.s. 6.3.5.2 South Platte River Diversion A: 300 c.f.s. 6.3.5.3 South Platte River Diversion B: 300 c.f.s. 6.3.6 Mann Lakes South Pit 6.3.6.1 The combined headgate of the Lower Clear Creek Ditch and Colorado Agricultural Ditch: 200 c.f.s. 6.3.6.2 The headgate of the Brantner Ditch: 110 c.f.s. 6.3.6.3 South Platte River Diversion: 300 c.f.s. 6.3.7 Cooley East Pit 6.3.7.1 The headgate of the Fulton Ditch: 300 c.f.s. 6.3.7.2 The headgate of the Burlington Ditch: 200 c.f.s. 6.3.8 Cooley West Pit 6.3.8.1 The headgate of the Burlington Ditch: 200 c.f.s. 6.3.8.2 South Platte River Diversion: 300 c.f.s. 6.3.8.3 The combined headgate of the Colorado Agricultural Ditch and/or the Lower Clear Creek Ditch: 200 c.f.s. 6.3.9 West Sprat-Platte Pit 6.3.9.1 The combined headgate of the Colorado Agricultural Ditch and/or the Lower Clear Creek Ditch: 200 c.f.s. 6.3.9.2 South Platte River Diversion: 300 c.f.s. 6.3.9.3 Thornton South Platte Well Field: 61 c.f.s. 6.3.10 East Sprat-Platte Pit 6.3.10.1 The headgate of the Burlington Ditch: 200 c.f.s. 6.3.10.2 South Platte River Diversion A: 300 c.f.s. 6.3.10.3 South Platte River Diversion B: 300 c.f.s. 6.3.10.4 Thornton South Platte Well Field: 61 c.f.s. 6.3.11 North Dahlia Pit 6.3.11.1 The headgate of the Burlington Ditch: 200 c.f.s. 6.3.11.2 South Platte River Diversion: 300 c.f.s. 6.3.11.3 Thornton South Platte Well Field: 61 c.f.s. 6.4 In addition, TNP water or other water that may be exchanged pursuant to this application may be exchanged from any or all of the Exchange Reservoirs and/or Northern Project Facilities to any or all of the following additional facilities (the “Additional Facilities”) at the following points of diversion or storage and at the following rates of flow: 6.4.1 ThornCreek Golf Course Diversion 6.4.1.1 Location: On the south bank of Big Dry Creek in the SW ¼ of the NE ¼ of Section 27, T1S, R68W, 6th P.M., Adams County, at a point approximately 2,013 West and 1,980 feet South of the Northeast corner of said section. 6.4.1.2 Rate of diversion by exchange: 5 c.f.s. 6.4.1.3 The ThornCreek Golf Course diversion is owned by the City of Thornton. 6.4.2 Croke Canal 6.4.2.1 Location: On the north bank of Clear Creek in the NW ¼ of the NE ¼ of Section 26, T3S, R70W, 6 P.M., Jefferson County, at a point which is approximately 2,700 feet East and 250 feet South of the Northwest corner of said section. 6.4.2.2 Rate of diversion by exchange: 200 c.f.s. 6.4.2.3 To the best of Thornton’s knowledge, the Croke Canal is owned by the Farmers Reservoir and Irrigation Company, 80 South 27th Street, Brighton, Colorado 80601. 6.4.3 Farmers' High Line Canal 6.4.3.1 Location: On the north bank of Clear Creek in the NW ¼ of the SW ¼ of Section 27, T3S, R70W, 6 P.M., Jefferson County, at a point approximately 950 feet East and 1,500 feet North of the Southwest corner of said section. 6.4.3.2 Rate of diversion by exchange: 200 c.f.s. 6.4.3.3 To the best of Thornton’s knowledge, the Farmers’ High Line Canal is owned by the Farmers' High Line Canal and Reservoir Co., John H. Ehler, Pres., 725 Malley Drive, Northglenn, Colorado 80233 6.4.4 Dahlia Pit (a.k.a. South Dahlia Pit) 6.4.4.1 Located southeast of the South Platte River in the NE ¼, NW ¼ of the SE ¼, and E1/2 of the NE ¼ of the SW ¼ of Section 30, T2S, R67W, 6th P.M., Adams County. 6.4.4.2 Water may be diverted by exchange into the Dahlia Pit through the Burlington Ditch at a rate of 200 c.f.s. 6.4.4.3 The South Dahlia Pit is owned by Thornton. 6.4.5 West Gravel Lakes 6.4.5.1 Located just west of the South Platte River in Sections 25 and 36, T2S, R68W, and Section 30, T2S, R67W, 6 P.M., Adams County. 6.4.5.2 Water may be diverted by exchange into the West Gravel Lakes through the combined Lower Clear Creek and Colorado Agricultural Canals at a rate of 200 c.f.s., through the Burlington Ditch at a rate of 200 c.f.s., and from the Thornton South Platte Well Field at a rate of 61 c.f.s. 6.4.5.3 The West Gravel Lakes are owned by Thornton. 6.4.6 East Gravel Lakes (a.k.a. Tani Lakes) 6.4.6.1 Located adjacent to the east bank of the South Platte River, in Sections 25 and 36, T2S, R68W, and Sections 30 and 31, T2S, R67W, 6 P.M., Adams County. 6.4.6.2 Water may be diverted by exchange into the East Gravel Lakes through the Burlington Ditch at a rate of 200 c.f.s., and from the Thornton South Platte Well Field at a rate of 61 c.f.s. 6.4.6.3 The East Gravel Lakes are owned by Thornton. 6.4.7 Croke Reservoir No. 12 6.4.7.1 Located in the S1/2 of Section 15, T2S, R68W, 6th P.M., Adams County. 6.4.7.2 Water may be diverted by exchange into Croke Reservoir No. 12 through the Farmers High Line Canal and the Tuck Lateral at the rate of 10 c.f.s. 6.4.7.3 Croke Reservoir No. 12 is owned by Thornton. 6.4.8

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Brannan Lake 6.4.8.1 Located in the SW ¼ of Section 35, T2S, R68W, 6th P.M., Adams County. 6.4.8.2 Water may be diverted into Brannan Lake by exchange through the combined Lower Clear Creek and Colorado Agricultural Canals at a rate of 200 c.f.s. 6.4.8.3 Brannan Lake is owned by the Mandalay Irrigation Company. 6.4.9 Standley Lake Reservoir 6.4.9.1 Located in parts of Sections 16, 17, 20, 21, 22, 27, 28 and 29, T2S, R69W, 6th P.M., Jefferson County. 6.4.9.2 Water may be diverted into Standley Lake Reservoir by exchange through the Croke Canal or the Farmers High Line Canal at a rate of 200 c.f.s. 6.4.9.3 Standley Lake Reservoir is owned by the Farmers Reservoir & Irrigation Company. 6.5 The maximum rates of release of substitute supply from the Exchange Reservoirs in order to accomplish exchanges shall be the following: 6.5.1 Doeringsfeld Pit: 50 c.f.s. 6.5.2 Doeringsfeld Pit, First Enlargement: 50 c.f.s. 6.5.3 Fort Lupton Pit: 25 c.f.s. 6.5.4 Rogers Pit: 25 c.f.s. 6.5.5 Hammer Pit: 25 c.f.s. 6.5.6 Mann Lakes: 25 c.f.s. 6.5.7 Cooley East Pit: 50 c.f.s. 6.5.8 Common Outlet of the Sprat-Platte Ranch East, North Dahlia and (South) Dahlia Pits: 25 c.f.s. 6.5.9 Common Outlet of the West Sprat-Platte and West Cooley Pits (a.k.a. Thornton Pits): 50 c.f.s. 7. Substitutions and exchanges among components of Thornton’s water system. 7.1 Water may be moved to, between or among the Exchange Reservoirs, or to, between or among one or more of the Exchange Reservoirs and/or the Additional Facilities, whether the movement is upstream or downstream, and whether by physical interconnection, pumping, release and rediversion, substitution or exchange. 7.2 Water exchanged to or substituted to any of the Exchange Reservoirs or Additional Facilities may be taken from there and used directly or taken into vessels that Thornton is authorized to use for storage, delivered to a water treatment plant serving Thornton, and/or for used for all purposes sought to be decreed herein, including but not limited to further substitution or exchange. 8. Date of initiation of appropriation: December, 31, 1996. 9. How appropriation was initiated: By the concurrence of the intent to appropriate a definite quantity of water for beneficial uses, as evidenced by, among other things, the adoption by the Thornton City Council of Resolution No. CD 96-129, dated August 19, 1996, directing the appropriation of the above rights of exchange and storage, coupled with an overt manifestation of that intent through physical acts sufficient to constitute notice to third parties, including, but not limited to, the surveying of points of diversion performed August 5, 8, 12, 20, 21 and 22, and December 19, 1996, and the staking of points of diversion and places of storage performed December 31, 1996. 10. Date water applied to beneficial use: Not applicable. The appropriations sought to be confirmed by this application are conditional water rights. 11. Proposed use of water: The water diverted under these rights of exchange and substitution will be used, directly or by exchange or by substitution, for irrigation, agricultural, commercial, industrial and all municipal uses, including, but not limited to, domestic, mechanical, manufacturing, industrial, power generation, fire protection, sewage treatment, street sprinkling, irrigation of parks, lawns and grounds, recreation, piscatorial, maintenance and preservation of wildlife and aesthetic values, lake and reservoir evaporation, augmentation and replacement, adjustment and regulation of Thornton's water supply system, including further exchange within Thornton's system and with other water users. Thornton seeks the right to fully consume such water used through its municipal system to the same extent as it is entitled to consume the sources of substitute supply given in exchange or substitution, and will do so by direct use, storage and subsequent release, reuse, successive use, further exchange, substitution and disposition. Following one or more uses, Thornton may use this water as substitute supply and to meet replacement or other obligations for any of its other decreed water rights. 12. Sources of Substitute Supply: The sources of substitute supply for these exchanges and substitutions include: [1] Water owned or controlled by Thornton in, or naturally tributary (including, but not limited to, water from the Cache la Poudre River and its tributaries) to, the South Platte River; [2] Transmountain water rights of the Water Supply and Storage Company, in which Thornton is a shareholder, including surface and subsurface return flows from the use of said rights (but excluding C-BT water); [3] The effluent and non-sewered (lawn irrigation) return flows generated by the use of the foregoing water rights; [4] Reusable effluent and return flows from waters imported into Water Division No. 1, or obtained from nontributary or other reusable sources, by Aurora, Denver or any other entity and made available to Thornton; and [5}Any water rights or rights to water acquired by Thornton in the future to the extent they are then decreed for such use. The water rights which are currently owned by Thornton are identified on Exhibit A to the application. 13. Limitations upon Claimed Exchanges: 13.1 Thornton shall operate all facilities decreed in Case No. 91CW126 in accordance with the provisions of that decree. 13.2 Thornton shall operate all facilities decreed in the Northern Project Decree in accordance with the provisions of that decree. 13.3 Thornton proposes that its exchanges be limited to the following maximum combined simultaneous rates of diversion: 13.3.1 Diversions by exchange at all points of diversion on the South Platte mainstem, Big Dry Creek and Clear Creek at any one time will not exceed 1200 c.f.s. 13.3.2 Diversions by exchange at all points of diversion on Clear Creek at any one time will not exceed 200 c.f.s. 13.4 Nothing in this application shall be construed to create any right of Thornton to utilize land or structures owned by parties other than Thornton for the diversion of water, nor construed to enlarge or diminish any right to use lands, structures or facilities currently possessed by Thornton.

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Thornton may utilize existing water diversion, carriage and storage structures only to the extent it has acquired the right to so use such structure from the appropriate entities, by purchase, by exercise of the power of eminent domain, or by other appropriate means. Similarly, Thornton may utilize land for the construction and operation of such structures only to the extent it has acquired the right to so use such land from the appropriate entities, by purchase, by exercise of the power of eminent domain, or by other appropriate means. 13.5 Thornton shall abide by all stipulations it previously has made in this case. 14. Place of use: The place of use is the service area of the City of Thornton as it presently exists and as it may exist in the future and the lands of other water users in the South Platte River Basin to whom Thornton may release such water in satisfaction of replacement obligations. It is not practical to identify the names and addresses of the owners of all such property. 15. Remarks: Attached to the application are two exhibits: Exhibit A lists the water rights currently owned by Thornton that may be used as substitute supplies for these exchanges. Exhibit B contains a straight-line diagram showing the various streams and facilities involved. 2002CW143 Christopher D. and Julie D. Whitney, 340 Oakhurst Lane, Colorado Springs, Colorado 80906. Application for Underground Water Rights, With Nontributary and Not Nontributary Sources in El Paso County. (Sarah Klahn, White & Jankowski, LLP, 511 16th St., Suite 500, Denver, CO 80202, (303)595-9441. 2. Well permits: Well permit applications for the wells to be constructed pursuant to this application and subsequent decree will be applied for at such times as Applicant is prepared to construct such wells pursuant to the decree to be entered in this matter. Applicant requests the right to construct such wells anywhere on his overlying property to recover the entire allowable annual amounts from each aquifer as claimed herein or as determined by the Court. 3. Names, Descriptions, and Estimated Depths of Wells: A. The wells which will withdraw ground water from each aquifer underlying the land described in ¶ 11 below will be located on Applicant’s property, consisting of a portion of the NW quarter of Section 29, Township 11 South, Range 65 West of the 6th P.M., in El Paso County, Colorado. See Exhibit A, General Location Map and Exhibit B, Property Legal Description, attached hereto. B. The estimated depths to the base of the aquifers at the location of Applicant’s property are as shown below. Actual well completion depths may vary from the depths estimated below. Aquifer Depth to Base Dawson 1050 Denver 1930 Arapahoe 2475 Laramie-Fox Hills 3075

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4. Source of Water Rights: A. Not-Nontributary Ground Water. The ground water contained in the Dawson aquifer at this location is not-nontributary ground water defined at § 37-90-103(10.7), C.R.S. Such classification is consistent with the Denver Basin Nontributary Ground Water Rules, 2 CCR 402-6. Applicants may not obtain a well permit and withdraw such not-nontributary ground water until an augmentation plan is approved for the replacement of injurious stream depletions caused thereby. See § 37-90-137(9), C.R.S. No such plan is sought by this application. B. Nontributary Ground Water: The ground water contained in the Denver, Arapahoe, and Laramie-Fox Hills aquifers at this location is nontributary ground water as defined at § 37-90-137(10.5), C.R.S. Such classification is consistent with the Denver Basin Nontributary Ground Water Rules, 2 CCR 402-6. Applicants may consume all such ground water, except 2% of all such withdrawals must be relinquished to the stream system. Such relinquishment may be made by stream leakage, direct discharge, or any method acceptable to the State Engineer. 5. Background: Applicants file this application for water rights pursuant to § 37-92-203, C.R.S., as a water matter concerning not-nontributary and nontributary ground water. Applicants are owners of the overlying land described above. 6. Date of initiation of appropriation: Not Applicable. 7. Right of Ground Water Claimed Herein: A. Applicants seek a decree for all ground water determined to be available from the named aquifers underlying the 37 acres of land, more or less, described herein, based upon a statutory aquifer life of 100 years. B. Applicants assert that withdrawal in the average amounts determined to be available from the named aquifers can be made pursuant to C.R.S., § 37-90-137(4) and (9), without causing material injury to the vested rights of others. A Court-approved plan for augmentation must be obtained before any not-nontributary ground water adjudicated herein may be produced. 8. Estimated Amounts and Rates of Withdrawal: A. Estimated Average Annual Amounts Available. i. The estimated average annual amounts of withdrawal available from the named aquifers, as indicated below, are based upon interpretations of information contained in the Denver Basin Rules, 2 CCR 402-6.

Aquifer Acres Sat. Thick. Yield Amt.(yr)

Dawson 37 550 20% 40.71 Denver 37 475 17% 29.88 Arapahoe 37 235 17% 14.79 Laramie-Fox 37 190 15% 10.56 Hills ii. The final average annual amounts available from each aquifer will depend upon the actual hydrogeology and the legal entitlement of Applicants to all ground water in the subject aquifer underlying Applicants’ described property. B. Average Pumping Rates: The average pumping rate for wells to be completed into the four named aquifers is expected to vary from 15 to about 400 gpm. The actual pumping rate for each well may vary according to aquifer production capability at a particular location or well system design. Applicants request that the pumping rates for each well may be as great as necessary to withdraw the full annual allocation of water from each named aquifer. 9. Well Fields: Subject to the requirement to obtain an adequate Court-approved augmentation plan for withdrawals of not-nontributary ground water, Applicants have the right to withdraw all of the legally available ground water in the Dawson, Denver, Arapahoe, and Laramie-Fox Hills aquifers underlying the land described in ¶ 11 below, through any well(s) initially permitted in each aquifer and any additional well(s) which may become part of the Applicants’ well field. Applicants request that the initial well(s) permitted, along with any additional well(s) completed into the same aquifer, shall be treated as a well field. As additional wells are constructed, well permit applications will be filed in accordance with C.R.S., § 37-90-137(10). 10. Proposed uses: A. Applicants request the right to use all ground water subject to this application. Such water is to be used, reused, successively used and, after use, leased, sold, or otherwise disposed of for the following beneficial purposes: domestic, industrial, agricultural, commercial, irrigation, stock watering, storage, recreational, fish and wildlife propagation, fire protection, and any other beneficial purposes to be used on or off the land described in ¶ 11. B. Such water will be produced for immediate application to said

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uses, for storage and subsequent application to said uses, for exchange purposes, for replacement of depletions resulting from the use of water from other sources, and for augmentation purposes. 11. Description of the Land Overlying Subject Ground Water: Applicants’ property overlying the ground water claimed herein consists of 37 acres, more or less, located in El Paso County, and generally described as follows: A portion of the NW 1/4 of Section 29, Township 11 South, Range 65 West of the 6th P.M. See, General Location Map, Exhibit A and Property Legal Description, Exhibit B. 12. Jurisdiction: The Water Court has jurisdiction over the subject matter of this application arising pursuant to C.R.S., §§ 37-92-302(2) and 37-90-137(6). 13. Name and Owner of the Land on Which Structures are Located: The owners of the over lying land described in ¶ 11 are Christopher D. and Julie D. Whitney. 14. Remarks: Applicants request the Court enter a decree granting: A. A quantification and adjudication of the ground water rights in the aquifers named herein to which Applicants are entitled to develop and use; B. The right to file and adjudicate an augmentation plan for such not-nontributary ground water herein at a later date under a separate caption and case number; C. The right to withdraw more than the average annual amount estimated in ¶ 8 above pursuant to the Statewide Rules, 2 CCR 402-7, Rule 8A; and D. The right to revise the above estimate of the average annual amounts available for withdrawal upward or downward, based on better or revised data, without the necessity of amending this application or republishing same; and E. In compliance with C.R.S., § 37-92-302(2)(b), Applicants hereby certify that there are no lienholders, no mortgage holders, no deed of trust holders, and that no person or entity has a financial interest in the property subject to this application other than Applicants. WHEREFORE, Applicants Christopher D. and Julie D. Whitney respectfully request a ruling and decree: 1. Granting the application herein and awarding the ground water rights claimed herein as final water rights, except as those issues for which jurisdiction of the Court will be specifically retained, so that the State Engineer shall issue well permits for such well(s) as Applicants request under this decree, subject to the limitations described in such ruling and decree; and 2. Findings that: A. Applicants have complied with C.R.S., § 37-90-137(4) and ground water is legally available for

withdrawal from the named aquifer through the wells to be located on the Applicants property, EXCEPT THAT withdrawals of not-nontributary ground water may not be withdrawn until an augmentation plan is approved therefor; B. Jurisdiction is to be retained with respect to the average annual amounts of withdrawal specified herein to provide for the adjustment of such amounts to conform to actual local aquifer characteristics from adequate information obtained from wells or test holes drilled on or near Applicants’ property, pursuant to C.R.S., § 37-92-305(11). C. Applicants or their successors may construct wells into the Dawson, Denver, Arapahoe, and Laramie-Fox Hills aquifers anywhere on the subject property without the necessity of filing any further amendments to this application, republishing this application, or reopening the decree to be awarded; except that a judicially approved augmentation plan must be obtained before withdrawals may be made of not-nontributary ground water; D. Vested or conditionally decreed water rights of others will not be materially injured by the withdrawals proposed herein; E. In accordance with C.R.S., § 37-92-305(11) no findings of reasonable diligence are required to maintain the water rights applied for herein; and F. The nature and extent of the water rights claimed herein are defined by C.R.S., § 37-90-137(4) and the withdrawals sought to be made are based upon an aquifer life of 100 years and upon the quantity of ground water, exclusive of any artificial recharge, underlying the land shown on Exhibit A and described in Exhibit B hereto.

YOU ARE HEREBY NOTIFIED THAT YOU HAVE, until the last day of June, 2003 to file with the Water Clerk in quadruplicate a verified statement of opposition setting forth facts as to why a certain application should not be granted or why it should be granted only in part or on certain conditions. A copy of each statement of opposition must also be served upon the Applicant or the Applicant’s attorney and an affidavit or certificate of such service shall be filed with the Water Clerk, as prescribed by Rule 5, CRCP. (Filing fee: $70.00). MARY A. CRESPIN, Water Clerk, Water Division 1, POB 2038, Greeley, CO 80632.

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RULING LIST FOR APRIL, 2003 Water Court – Div. 1

Case # Applicant County # Pages

02CW161 James E. Bye Gilpin 3 02CW91 Robert & Michelle Brandstetter Jefferson 3 98CW274 Steven Schwartz Jefferson 5 96CW671 Perrault: Peter John, Mary & Bettina Park 3 96CW992 Gerard W. Sherlock Park 3 02CW192 Howard & Catherine Casto Douglas 12 02CW97 Evelyn Layne, Robert Cantril, et al Elbert 10 02CW96 Karen Ann Student Douglas 9 02CW177 Karen Ann Student Douglas 8 02CW29 Ellen Nelson Larimer 5 02CW41 Central Colorado Water Conservancy District &

Ground Water Management Sub District Adams, Arapahoe, Denver, Douglas and Jefferson

5

02CW74 Central Colorado Water Conservancy District Weld 4 01CW83 Marilyn Parker Douglas 10 02CW35 Timothy & Julie Grotheer Elbert 8 02CW272 Moore Road Properties, LLC Douglas 8

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