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Home My WebLink About20090140.tiffTown of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 CERTIFIED MAIL # 7008 0150 0001 3158 2661 February 27, 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Notice of Public Hearing - Schell Annexation Nos. One, Two, Three and Four Planning Commission - 7:00 P.M., Wednesday, March 18, 2009 Gentlemen: Please be advised that a public hearing before the Mead Planning Commission has been set to review and consider the annexation of a portion of the south half of Section 8, Township 3 North, Range 68 West of the 6"' Principal Meridian, Weld County, State of Colorado. The annexation also includes the right-of-ways for WCR 34 '/2 between the Town of Mead and the property, and WCR 34, and WCR 5 adjacent to the property. The property is owned by PK Mead, LLC, 1521 Diamond Wall Dr., Berthoud, CO 80513 and Mark & Deborah Schell, 17464 WCR 15, Platteville, CO 80651. It is proposed to develop 343 single family dwellings and 11.2 acres of neighborhood commercial on the 212 acres to be annexed. In accordance with C.R.S. § 31-12-108 (2), this notice has been sent to the Board of County Commissioners and County Attorney for Weld County, and to each special district or school district having territory within the area to be annexed. This notice has also been sent to service providers and those holding a franchise with the Town. Attached is a copy of the published public hearing notice, together with a copy of the applicant's petition for annexation and the adopted resolution finding substantial compliance and initiating annexation proceedings. As one of the Town's referral agencies, you have previously received copies of the "Letter of Intent" provided with the application, maps of the property location and a "concept plan" for the development of the property. Copies of the full application, as well as the full-sized maps submitted with the application are available for review in the Mead Town Hall, 441 - 3rd Street, Mead, Colorado. Written comments may be sent to Dan Dean, Town Manager, Box 626, Mead, CO 80542. (, 1 10/27/00 (11:27 AM) Very truly yours, Charlene Reed Town Clerk Pc'6//c Fe/>etc) 2/Wer 7 cc ; COY//SC/,% 2009-0140 r NOTICE OF PUBLIC HEARING MEAD PLANNING COMMISSION SCHELL ANNEXATION NOs. ONE, TWO, THREE AND FOUR NOTICE IS HEREBY GIVEN that the Board of Trustees of the Town of Mead has adopted a Resolution of Substantial Compliance initiating annexation proceedings for the "Schell Annexation Nos One, Two, Three and Four," said Annexation being more particularly described in the following Resolution No. 5-R-2009. The Planning Commission of the Town of Mead will hold a Public Hearing commencing at 7:00 p.m., Wednesday, March 18, 2009, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542, for the purpose of reviewing the petition and making a recommendation to the Board of Trustees regarding whether the property proposed to be annexed meets the applicable requirements of the statutes of the State of Colorado and is eligible for annexation to the Town of Mead, and to recommend the appropriate land use for the property, if requested. Any person may appear at the Public Hearing and be heard regarding the matters under consideration. Copies of the petition and supporting material submitted to the Town are on file and available for public inspection in the Office of the Town Clerk, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542. Dated this February 24, 2009. TOWN OF MEAD, COLORADO By: /s/ Charlene Reed Town Clerk TOWN OF MEAD, COLORADO RESOLUTION NO. 5-R-2009 A RESOLUTION FINDING SUBSTANTIAL COMPLIANCE AND INITIATING ANNEXATION PROCEEDINGS FOR CERTAIN PROPERTIES IN WELD COUNTY, COLORADO TO THE TOWN OF MEAD, SAID ANNEXATION TO BE KNOWN AS THE SCHELL ANNEXATIONS NOs. ONE, TWO, THREE AND FOUR. WHEREAS, a written petition together with four (4) prints of annexation maps for annexation of certain properties have been filed with the Board of Trustees of the Town of Mead by PK Mead, LLC, 1521 Diamond Wall Dr., Berthoud, CO 80513 and Mark & Deborah Schell, 17464 WCR 15, Platteville, CO 80651; and WHEREAS, the Board of Trustees has reviewed the petition and supporting material; and WHEREAS, contiguity for the property is to be satisfied by the annexation of the right-of- way for WCR 34' 'A between the western boundary of the Town and the property through a series of annexations as authorized by C.R.S.§ 31-12-104: and WHEREAS, the Board of Trustees wishes to permit simultaneous consideration of the subject property for annexation and zoning, if requested in the petition; and WHEREAS, the Board of Trustees has reviewed the petitions and desires to adopt by Resolution its findings in regard to the petitions; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO. as follows: Section 1. The petition, whose legal descriptions are attached hereto as Exhibits A - D and incorporated by reference herein, are accepted and determined to be in substantial compliance with the applicable laws of the State of Colorado. Section 2. No election is required under C.R.S. §31-12-107(2). Section 3. No additional terms and conditions are to be imposed except those provided for in the petitions. Section 4. The Board of Trustees will hold a public hearing for the purpose of determining if the proposed annexation complies with C.R.S. §31-12-104, and with C.R.S. §31-12- 105, and will hold a public hearing to determine the appropriate zoning of the subject properties if requested in the petition, at the Mead Town Hall, 441 - 3"' Street, Mead, Colorado 80542, at the following time and date: 7:00 p.m., Monday Annex PH Notice PC - Posting wpd 2/17/09 10:23 am Page 2 of 6 April 13, 2009 Section 5. Any person may appear at such hearing and present evidence relative to the proposed annexation or the proposed zoning. Section 6. Upon completion of the hearing, the Board of Trustees shall set forth, by resolution, its findings and conclusions with reference to the eligibility of the proposed annexation, and whether the statutory requirements for the proposed annexation have been met, and further, will determine the appropriate zoning of the subject property if requested in the petition. Section 7. If the Board of Trustees concludes, by resolution, that all statutory requirements have been met and that the proposed annexation is proper under the laws of the State of Colorado, the Board of Trustees shall pass one or more ordinances annexing the subject property to the Town of Mead, and shall pass one or more ordinances zoning the subject property if requested in the petition. INTRODUCED, READ, SIGNED AND APPROVED this 23rd day of February 2009. ATTEST: By /s/ Charlene Reed Charlene Reed, Town Clerk Richard W. Macomber, Mayor TOWN OF MEAD By /s/ Richard W. Macomber Annex PH Notice P - Postingwpd 2/17)09 1023 am Page 3 of 6 • EXHIBIT A SCHELL ANNEXATION NO. ONE Legal Description: A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; HENCE NORTH 79°28'56" WEST 117.50 FEET; THENCE NORTH 77°25'38" EAST 112.50 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID EAST LINE SOUTH 01°01'09" EAST 45.00 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT B SCHELL ANNEXATION NO. TWO Legal Description: A PARCE OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 6 WEST OF THE 6TH PRINCIPAL MERIDIAN. COUNTY OF WELD, STATE OF COLORADO, BEING M RE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622,97 FEET; THENCE NORTH 88°43'37" WEST 562.50 FEET; THENCE NORTH 85°41'18" EAST 562.50 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE SOUTH 77°26'38" WEST 112.50 FEET; THENCE SOUTH 79°28'56" EAST 112.50 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT C SCHELL ANNEXATION NO. THREE Legal Description: A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; THENCE SOUTH 89°28'20" WEST 2622.85 FEET; THENCE NORTH 88°29'21" EAST 2622.85 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE SOUTH 86°41'18" WEST 562.50 FEET; THENCE SOUTH 88°43'37" EAST 562.50 FEET TO THE TRUE POINT OF BEGINNING. Annex PH Notice PC - Posting wad 2/17/09 10.23 am Page 4 of 6 EXHIBIT D SCHELL ANNEXATION NO. FOUR Legal Description: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 8, THE WEST HALF OF SECTION 9, THE NORTHWEST QUARTER OF SECTION 16 AND THE NORTH HALF OF SECTION 17 TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 9 SOUTH 88°58'51" WEST 2377.68 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO.5 AS DESCRIBED IN WELD COUNTY ROAD REPORT; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO COURSES: I) SOUTH 40'37'32" WEST 281.90 FEET; 2) SOUTH 00'27'57" EAST 2482.41 FEET TO A POINT THE ON SOUTHERLY RIGHT -OF -WAY LINE OF COUNTY ROAD NO. 34: THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'26" WEST 2179.17 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 00°27'56" WEST 68.10 FEET; THENCE NORTH 00°11'39" WEST 540.10 FEET; THENCE NORTH 00°52'49" WEST 315.64 FEET; THENCE SOUTH 89°34'51" WEST 727.82 FEET; THENCE NORTH 01°28'32" EAST 64.27 FEET; THENCE NORTH 19°25'24" WEST 113.78 FEET; THENCE NORTH 50°17'45" WEST 175.71 FEET; THENCE NORTH 28°14'00" WEST 100.15 FEET; THENCE NORTH 10°51'29" WEST 183.50 FEET; THENCE NORTH 89°22'52" EAST 25.79 FEET; THENCE NORTH 05°07'52" EAST 370.89 FEET; THENCE NORTH 86°32'08" WEST 55.00 FEET: THENCE SOUTH 26°22'52" WEST 107.00 FEET; THENCE SOUTH 12°52'52" WEST 78.00 FEET; THENCE S UTH 05°37'0S" EAST 100.00 FEET: THENCE SOUTH 14°02'08" EAST 105.00 FEET; THENCE SOUTH 89°22'52" WEST 429.73 FEET; THENCE SOUTH 00°33' 14" EAST 1479.93 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'09" WEST 410.71 FEET TO A POINT ON rHE SOUTHERLY EXTENSION OF THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWE T QUARTER OF SECTION 8; THENCE ALONG SAID SOUTHERLY EXTENSION AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 00°34'32" WEST 1360.49 FEET TO THE SOUTHWEST ONE -SIXTEENTH CORNER OF SECTION 8; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 89°25'29" EAST 50.47 FEET TO THE SOUTHEAST CORNER OF WELD COUNTY RECORDED EXEMPTION RE -4515; THENCE ALONG THE EAST LINE OF SAID RECORDED EXEMPTION NORTH 00°18'31" EAST 1330.66 FEET TO A ;POINT ON THE NORTH LINE OF THE SOUTH HALF OF SECTION 8; Annex PH Notice - Posting wpd 2117109 10 23 am Page 5 of 6 THENCE ALONG SAID NORTH LINE NORTH 89°24'55" EAST 3893.46 FEET TO THE EAST ONE -QUA TER CORNER OF SECTION 8; THENCE LONG THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 8 NORTH 00°27'57" WEST 60.0 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34.5 A DESCRIBED IN DEED RECORDED JUNE I, 1894 AT BOOK 114, PAGE 182 OF WELD COUNTY ECORDS; THENCE LONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 88°58'51" EAST 2622.39 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE LONG SAID EAST LINE SOUTH 01°01'09" EAST 15.00 FEET: THENCE .EAVING SAID EAST LINE SOUTH 88°29'21" WEST 2622.85 FEET; THENCE ORTH 89°28'20" EAST 2622.85 FEET TO THE POINT OF BEGINNING. CONTAINING 210.965 ACRES, MORE OR LESS. EXCEPT THAT PORTION OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHI 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF) COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNI G AT THE WEST ONE -QUARTER CORNER OF SECTION 9, WHENCE THE CENTER ONE -QUA TER CORNER OF SAID SECTION 9 BEARS NORTH 88°58'5 I" EAST 2622.97 FEET; THENCE LONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 9 NORTH 88°58'51" EAST 117. 0 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO 5 AS PRESENTLY EVIDENT AND ESTABLISHED BY USAGE; THENCE LONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE THE FOLLOWIHG TWO COURSES: I) SOUTH 36°03' 10" WEST 158.91 FEET: 2) SOUTH 23°12'05" WEST 57.38 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF 9; THENCE ALONG SAID WEST LINE NORTH 00°27'57" WEST 179.13 FEET TO THE POINT OF BEGINNING SAID EXCEPTION CONTAINING 0.219 ACRES MORE OR LESS. Annex PH Notice PC - Posting wpd 2/17/09 10.23 am Page 6 of 6 PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: We, Mark and Deborah Schell and PK Mead LW, the undersigned landowner(s), in accordance with Colorado law, hereby petition the Town of Mead and Its Board of Trustees for annexation to the Town of Mead of the following described unincorporated territory located in the County of Weld and State. of Colorado, to -wit A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 8, THE WEST HALF OF SECTION 9, THE NORTHWEST QUARTER OF SECTION 16 AND THE NORTH HALF OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6Th PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE - QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 9 SOUTH 88°58'51" WEST 237768 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 5; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO COURSES 1) SOUTH 40°37'32" WEST 281.90 FEET; 2) SOUTH 00°2757 EAST 2482.41 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'28" WEST 2179.17 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 00°27'56" WEST 68.10 FEET; THENCE NORTH 00°11'39" WEST 540.10 FEET THENCE NORTH 00°52'49" WEST 315.84 FEET; THENCE SOUTH 89°34'51" WEST 72712 FEET THENCE NORTH 01°28'32" EAST 64.27 FEET; THENCE NORTH 19°25'24" WEST 113.78 FEET THENCE NORTH 50°17'45" WEST 175.71 FEET; THENCE NORTH 28°14'00" WEST 100.15 FEET, THENCE NORTH 10°51'29" WEST 183.50 FEET; THENCE NORTH 89°22'52" EAST 25.79 FEET; THENCE NORTH 0&0T5r EAST 370.89 FEET; THENCE NORTH 86°32'08" WEST 55.00 FEET; THENCE SOUTH 26°22'52" WEST 107.00 FEET; THENCE SOUTH 12°52'52 WEST 78.00 FEET; THENCE SOUTH 05°37'08" EAST 100.00 FEET; THENCE SOUTH 14°02'08" EAST 105.00 FEET; THENCE SOUTH 89°22'52" WEST 429.73 FEET; THENCE SOUTH 00°33'14" EAST 1479.93 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY UNE SOUTH 89°26'09" WEST 410.71 FEET TO A POINT ON THE SOUTHERLY EXTENSION OF THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8; THENCE ALONG SAID SOUTHERLY EXTENSION AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 00°34'32" WEST 1360.49 FEET TO THE SOUTHWEST ONE -SIXTEENTH CORNER OF SECTION 8; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 89°2529" EAST 50.47 FEET TO THE SOUTHEAST CORNER OF WELD COUNTY RECORDED EXEMPTION RE - 4515; THENCE ALONG THE EAST UNE OF SAID RECORDED EXEMPTION NORTH 001131" EAST 1330.66 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SECTION 8; THENCE. ALONG SAID NORTH LINE NORTH 89°24'55" EAST 3893.46 FEET TO THE EAST ONE -QUARTER CORNER OF SECTION 8; THENCE ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 8 NORTH 00°27'5T WEST 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY UNE OF WELD COUNTY ROAD NO. 34.5 AS DESCRIBED IN DEED RECORDED JUNE 1, 1894 AT BOOK 114, PAGE 182 OF WELD COUNTY RECORDS; THENCE ALONG SAID NORTHERLY RIGHT- OF-WAY UNE NORTH 88°58'51" EAST 2622.39 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID EAST LINE SOUTH 01°01'09" EAST 60.00 FEET TO THE POINT OF BEGINNING. CONTAINING 212.320 ACRES, MORE OR LESS. (GROSS AREA) EXCEPT THAT PORTION OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 8TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: AmnullonPilion 1201207 BEGINNING AT THE WEST ONE -QUARTER CORNER OF SECTION 9, WHENCE THE CENTER ONE - QUARTER CORNER OF SAID SECTION 9 BEARS NORTH 88'58'51" EAST 2822.97 FEET; THENCE AL THE NORTH UNE OF THE SOUTHWEST QUARTER OF SECTION 9 NORTH 88'58'51' EAST 117. 0 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF WELD COUNTY RO NO. 5 AS PRESENTLY EVIDENT AND ESTABUSHED BY USAGE; THENCE ALONG SAID NOR STERLY RIGHT -O1 -WAY LINE THE FOLLOWING TWO COURSES: 1) SOUTH 38°03'10' WEST 158.91 FEET; 2) SOUTH 23'12'06" WEST 57.38 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID WEST LINE NORTH 00°27'57" WE 179.13 FEET TO THE POINT OF BEGINNING. SAI EXCEPTION CONTAINING 0.219 ACRES, MORE OR LESS. NET ARCEL CONTAINING 212.101 ACRES, MORE OR LESS. As part of this petition, your petitioner further states to the Board of Trustees of Mead, Colorado, that 1. It is desirable and necessary that the territory described be annexed to the Town of Mead. 2. The requirements of C.R.S. sections 31-12-104 and 31-12-105, as amended, exist or have been met in that a. Not less than one -sixth of the perimeter of the area proposed to be annexed is contiguous with the Town of Mead or will be contiguous with the Town of Mead within such time as required by 31-12-104. b. A community of interest exists between the area proposed to be annexed and the Town of Mead. c. The area proposed to be annexed is urban or will be urbanized in the near future. d. The area proposed to be annexed is integrated with or is capable of being integrated with the Town of Mead. e. No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road or other pubNc way. f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, comprises twenty acres or more, and which, together with the buildings and improvements situated thereon has an assessed value In excess of two hundred thousand doNars ($200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h. The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district I. The annexation of the territory proposed to be annexed will not have the effect of extending A,.,.,rw,v.rro, u+oom the boundary of the Town of Mead more than three miles in any direction from any point of the boundary of the Town of Mead in any one year. j. Prior to completion of the annexation of the territory proposed to be annexed, the Town of Mead will have in place a plan for that area, which generally describes the proposed: Location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the Town of Mead; and the proposed land uses for the area; such plan to be updated at least once annually. k. In establishing the boundary of the territory proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the territory to be annexed. The Town of Mead will not deny reasonable access to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the Town of Mead but is not bounded on both sides by the Town of Mead. 3. The owners of more then fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and hereby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the information following: a. A written legal description of the boundaries of the area proposed to be annexed; b. A map showing the boundary or the area proposed to be annexed, said map prepared and containing the seal of a registered engineer, c. Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; d. Next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town of Mead and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5. Upon the Annexation Ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, rules and regulations of the Town of Mead, except for general property taxes of the Town of Mead which shall become effective as the January 1 next ensuing. 6. The zoning classification (land use) requested for the area proposed to be annexed is Medium Density Single Family Residential and neighborhood commercial in Performance District 3. WHEREFORE, the following petitioner respectfully requests that the Town of Mead, acting through its Board of Trustees, approve the annexation of the area proposed to be annexed. By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (if the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) Arammion Patin »,oral Owner. MAX Owner. T. LiPuma as Manager, PK Mead, LW for Patr Turek, 13, 2th Date: /—/3--0 Date: ��. 13, 2.47- SEE Abb%tT IM STATE OF COLORADO ) SS. COUNTY OFtwartrnia The foregoing instrument was acknowledged before me this f3 day of Tcc" ua ru , 200`1 By Mark Schell. Deborah Schell and Richard T. UPuma POA for Par Turek Menaadit PK Mead. LLC My commission expires: 9""` LAami. 31, g -012 — Witness My hand and official seal. I sontormorrearremoril MARLA D BLANTON Notary Public State of Colorado AWOONall Pew, :UMW 4 Notary Public Landowner/Petlfloner Mailing Address Mark and Deborah Schell 17464 WCR 15, Platteville, Co 80651 PK Mead LLC 1521 Diamond Wall Drive Berthoud, CO 80513 Mnmlfen NSW 140007 Date Signed Legal Description of Land Owned 5 Land Owner Land Owner Addendum to Petition for Annexation of Mark and Deborah Schell and PK Mead, LLC The petition was signed by "Richard T. LiPuma as POA for Petr Turek, Manager, PK Mead, LLC," on January 13, 2009. It is being resigned pursuant to the request of the Town of Mead, and the signature below shall have the same force and effect as if on the original Petition. Signed February 9, 2009 _p_K Mead, LLC kt-....„... PK Mead, LLC, by Richard LiPuma Pursuant to Resolution of Manager of PK Mead, LLC, re: Delegation of Authority for Annexation and Development, dated January 23, 2009, attached hereto STATE OF COLORADO ) SS. COUNTY OF LARIMER ) MARLA D BLANTON Notary Public State of Colorado The foregoing instrument was acknowledged before me this 9`h day of February, 2009, by Richard UPuma, Pursuant to Resolution of Manager of PK Mead, LLC, re: Delegation of Authority for Annexation and Development, dated January 23, 2009, attached hereto. My commission expires January 31, 2012. Witness My hand and official seal. 10-kaxLa, ° ' elaxttervu Notary Public Resolution of Manger of PK Mead LW re: DeiegSoa of Authority for Annexation and Development Subscribed and sworn to at Liberec, Czech Republic: I, Pet Tardy, as Manager and Member of PK Made, LLC, on behalf of the Company pursuant to the authority granted tome under the Operating Agreement of PK Mead, LLC, dated as of lime 22, 2006, as amended, hereby delegate authority to attorney Richard T. Luruma as follows: 1. PK Made, LLC owns the following described real propaty: A PARCEL OF LAND LOCATED 1N THE SOUTHEAST QUARTER AND THE EAST ONE-HALF OF THE SOUTHWEST QUARTER OF SECTION EIGHT, TOWNSHIP THREE NORTH, RANGE SIXTY-EIGHT WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SECTION EIGHT, TOWNSHIP THREE NORTH, RANGE SIXIY-BIGHT WEST OF THE SIXTH PIU NCPAL MERIDIAN, FROM WHENCE THE WEST QUARTER CORNER OF SAID SECTION BERT BEARS S88° 30'24"W, AND WITH AIL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO: THENCE ALONG THE NORTH LINE OF THE SOUTH ONE-HALF OF SAID SECTION EIGHT S88°30224"W A DISTANCE OF 3893.48 FEET MORE OR LESS TO THE NORTHEAST CORNER OF WELD COUNTY RECORDED EXEMPTION RE -2740, WELD COUNTY RECORDS; THENCE ALONG THE EAST LINE OF SAID RECORDED EXEMPTION S00"35'SS"E A DISTANCE OF 1330.66 FEET TO A POINT ON THE NORTH LINE OP THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION EIGHT; THENCE ALONG SAID NORTH LINE, S88°31'03"W A DISTANCE OF 50.47 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION EIGHT; THENCE sonnies A DISTANCE OF 1330.49 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION EIGHT; THENCE ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION EIGHT, N88°31'43"E A DISTANCE OF 410.72 FEET; THENCE N01°2T40"W A DISTANCE OF 1449.93 FEET; THENCE N88°28'26"E A DISTANCE OF 455.35 FEET; THENCE 811°45'55"E A DISTANCE OF 183.50 FEET; THENCE 829°08'26"E A DISTANCE OF 100.15 FEET; THENCE S51.12'11"E A DISTANCE OF 175.71 FEET; THENCE 520°19'50"E A DISTANCE OF 113.78 FEET; THENCE S00°34'06"W A DISTANCE OF 64.27 FEET; THENCE N88°40'25"E A DISTANCE OF 727.82 FEET; THENCE S01°47'15"E A DISTANCE OF 315.64 FEET; THENCE S0I°06'05"E A DISTANCE OF 540.10 FEET; THENCE S01°22'22"E A DISTANCE OF 38.13 FEET TO THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION EIGHT; THENCE ALONG SAID SOUTH LINE, N88°31'57"E A DISTANCE OF 2119.17 FEET TO WE SOUTHEAST CORNER OF SAID SECTION EIGHT; THENCE N0I°22'22"W A DISTANCE OF 2662.67 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM: ALL THAT PORTION OF LAND DESCRIBED IN BOOK 478, PAGE 184, DATED MAY 26, 1917, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION EIGHT, TOWNSHIP THREE NORTH, RANGE SIXTY-EIGHT WEST OF THE SIXTH PRINCIPAL MERIDIAN, FROM WHENCE THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION EIGHT BEARS N88°31'43"E, AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION EIGHT, N88•31'43% E A DISTANCE OF 410.72 FEET; THENCE N01°27'40"W A DISTANCE OF 1449.93 FEET; THENCE N88.28'26"E A DISTANCE OF 429.73 FEET TO THE POINT OF BEGINNING; THENCE N14"56'34"W A DISTANCE OF 105.00 FEET; THENCE N06•31'34"W A DISTANCE 100.00 FEET; THENCE N11°58'26"E A. DISTANCE OF 78.00 FEET; THENCE N25.28'26"E A DISTANCE OF 107.00 FEET; THENCE S87°2634'E A DISTANCE OF 55.00 FEET; THENCE S04°13'26"W A DISTANCE OF 370.89 FEET; THENCE 588°2826"W A DISTANCE OF 51.41 FEET TO THE POINT OF BEGINNING; and Page 2 of 4 ALL OR, GAS AND OTHER MINERALS IN, ON, UNDER AND/OR THAT MAY BE PRODUCED FROM THE PROPERTY; and THE FOLLOWING DESCRIBED WATER RIGHTS, DITCH COMPANY STOCK AND RESERVOIR INTERESTS: (A) TWO (2) SHARES OF TIM CAPITAL STOCK OF THE HIGHLAND DITCH COMPANY AS REPRESENTED BY SHARE CERTIFICATE NUMBER 3777; (B) TEN (10) SHARES OF THE CAPITAL STOCK OF THE HIGHLAND LAKE LATERAL DITCH COMPANY AS REPRESENTED BY SHARE CERTIFICATE NUMBER 427; (C) NINE (9) SHARES OF THE CAPITAL STOCK OF THE SUPPLY IRRIGATING DITCH COMPANY AS REPRESENTED BY SHARE CERTIFICATE NUMBER 2086; AND (D) LITTLE THOMPSON WATER DISTRICT DOMESTIC WATER TAP FOR THE RESIDENCE ON THE PROPERTY HAVING AN ADDRESS OF 16129 WELD COUNTY ROAD 5. 2. The Property currently is the subject of an annexation petition pending before the Town of Mead. The property also may be developed following a mezatioo. Because I am the sole manager of PK Mead, LLC, and reside in Czech Republic, the bat interests of the Company will be saved if it has a local attorney in fact and/or attorney at law who is authorized to execute documents and transact the Company's business, subject to my supervision and control. I have already appointed attorney Richard T. LiPuma, LiPuma Law Associates, LW, as my attorney in Fact for my individual transactions, and now desire to appoint Mr. IiPuma as attorney in fact with authority to execute documents and transact business on behalf of PK Mead, LLC. 4. MEAD LW THEREFORE STANDS RESOLVED: "Mat Richard T. IiPnma is hereby designated as the attorney in fact for PK Mead, LLC, and authorized to transact all of the Company's business, including without limitation to collect and pay Company obligations, acquire and sell property, manage the Company's property, disclaim ptopertyor intaeata in property, exercise any and all banking powers, exercise any and all tax powers, conduct and participate in all of the Company's business intents, main and manage Oft deposit boxes, and make and sign documents (including without limitation applications, contracts, agreements, options, covenants, conveyances, deeds, trust deeds, security agreements, bills of Sc, leases, mortgages, assignments, insurance policies, licenses of any nature, checks, drafts, certificates of deposit, letters of credit, notes, proxies, releases, liens, judgments and any +mshaonmts in writing) on behalf of the Company, and to take soy and all actions necessary tb annex and subdivide the aforementioned Page 3 of 4 Effective retroactively as of January 1, 2009. Signed at Liberec, Czech Republic, on PK Meade, LLC Notarized pursuant to the laws and customs of the Czech Republic: PROHLA#EW 0 PRAVOSTI POOPnU 88in6 tilitiacprcheinnichoprawedpodpbs: O0245 Jk, nibs podepeary.Rf.ldrwlav Donges, adrakit se Wan ratted nalWoo , flagon 31,P8C46001, war* r sebum adroit* redanin Nees adrdollil kanoreu pod art. 5037, ,,// pro*, Is tub Sty, plede mnoo $aetnoiobi4 r` ll...ryhhobvveenICII P°dePile>a) m'4e .., .12.g1Z./MiC ate L�/Qkft��lkDDbhhi/o JaemzCrOP//P,"aaC.:..!%pfl.�af '�l vJeldan4rtrodNaoudnE 9�s+lV vbetnandmf podpie Pegs 4 of 4 File contains oversized map Please see original file Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 60542-0626 (970) 535-4477 February 24, 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 CERTIFIED MAIL # 7008 0150 0001 3158 1961 Co co V D .;o RE: Request for Comments and Recommendations on the Schell Annexation`.'' Gentlemen: Enclosed is a copy of the application, annexation maps and other supporting material for the proposed Schell Annexation to the Town of Mead. This property is located in Weld County on approximately 210 acres at the northwest corner of WCR 5 and WCR 34. The concept plan for the property proposes approximately 343 low and medium density single-family residences, 11.2 acres of neighborhood commercial development, and approximately 26 acres of open space and park. The purpose of this referral is to obtain the comments and recommendations of various governmental agencies and service providers as to the appropriateness of the annexation. Your comments are welcome and will assist the Board of Trustees and Planning Commission in their review of the proposal. We ask that your comments reach us no later than March 24, 2009. We ask that you forward your response directly to Samson, Pipis & Marsh, LLC, c/o Gary West, P.O. Box 1079, Longmont, CO 80502. Thank you for your cooperation and assistance. Very truly yours, dAaS Charlene Reed Town Clerk Referral Agency Cover Letter.wpd 2/24/09 11 27 am CC : CAI/so/PL Application for Annexation SCHELL ANNEXATION Mead, Colorado Applicant/Owner Mark and Deborah Schell 17464 WCR 15 Platteville, CO 80651 PK Mead, LLC 1521 Diamond Wall Drive Berthoud, CO 80513 Prepared By: THK Associates, Inc. 2953 South Peoria Street Aurora, CO 80504 Submitted January 27, 2009 associates, inc. 2953 South Peoria Street Suite 101 Aurora, Colorado 80014 303.770.7201 fax 303.770.7132 Annexation Application Mead, Colorado SCHELL ANNEXATION Resubmitted: January 27, 2009 Table of Contents • Conceptual Plan Application and Decision Record, Form D-2 • Fiscal Impact Analysis, Form D-4 • Agreement for Payment of Review Analysis, Form D-5 • Letter of Intent • Annexation Petition • Proof of Ownership — Title Commitment less than 30 days old • Mailing List of Adjacent Property Owners • Envelopes for Mailing Notices • Annexation Maps • Warranty Deed for Non -tributary Water Rights • Annexation Impact Report • Concept Plans Concept Road Circulation Plan, Lot Yield Study and Land Use Plan • Preliminary Soils Report • Preliminary Utility Plan • Water Rights Report • Statement of Community Need • Statement of School Impact • Development Impact Assessment Statements • Development Compatibility Statements • Drainage Report • Preliminary Environmental and Wildlife Survey • Resumes • TOWN OF MEAD LAND USE CODE FORM D-2 PRELIMINARY PLAT APPLICATION AND DECISION RECORD FOR A MAJOR LAND USE CHANGE Applicable Section(s): Copies Required: A. Preliminary Plat Submission Requirements. 1. Applicant's name, address and telephone number: PK Mead, LLC 1521 Diamond Wall Dr Berthoud, CO 80513 Mark & Deborah Schell 17464 WCR 15 Platteville, CO 80651 2. Legal description of the property to be platted: See Exhibit A (Attached) 3. Proposed land use change located in Mead Performance District No. 1 . 4. Give a brief nonlegal description of the existing land use of the site and of the general character of the use of adjacent lands. Agricultural and single family residences 5. Give a brief nonlegal description of the proposed land use including the number of living units, amount of commercial and industrial space, etc. 343 detached single family residential units; 12.0 acres of neighborhood commercial. 6. Provide all material required by the °Application Submittal Checklist for Form D-2." 7. The fiscal impact analysis, Form D-4. 8. The agreement for payment of review fees, Form 0-5. 9. The required application fee ($25.00) and cash deposit ($2,500.00) 10. Provide other information that the applicant believes will assist the Planning Commission and the Board of Trustees in making a fair decision. [attach additional sheets as necessary] Mead - O-2 Form LUC edited Aug 2008.doc Revised October 11, 2001 (4.37pn) 11. Signature of the Applicant: By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or hold shall also sign the Applica ion.) Owner: ✓� )� Date: c' 4 Owner: 4�.-]x'—�I r<NArn L,F-..v.,n /1.4L�l,/(J /J T— F N n� ____ 1 Kn i t 2.oay Date: (attach additional signatures as necessary) Applicant: STATE OF COLORADO) COUNTY OF %cL )38. The foregoing instrument was acknowledged before me this f a day of 200 b by My commission expires: / Witness my hand and official seal. h, «1-.C 4 ,(c . 6e. 6v Notary Publ *****************APPLICANT NOT TO WRITE BELOW THIS LINE•****************** B. Review Agency Comments. 1. Building Official: 2. Town Engineer: 3. Town Attorney: 4. Other Referrals: C. Further information requested, if any: MARLA D BLANTON Notary Public State of Colorado 1})t.)5(' ( L' D. Action by the Planning Commission: 1. The application is complete. Yes _ No 2. The application is for a Major Land Use Change. Yes _ No 3. The requirements of the Mead Land Use Code have been satisfied. Yes No _ 4. If the application is for the annexation of property, has the annexation question been submitted to, and approved by the electorate? Yes _ No _ 5. The application is: Mead - D4 Form LUC edited Aug 2008 uoc Revised October 17, 2001 (437pm) I EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 8, THE WEST HALF OF SECTION 9, THE NORTHWEST QUARTER OF SECTION 16 AND THE NORTH HALF OF SECTION 17 TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE - QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 9 SOUTH 88°58'51" WEST 2562.97 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO.5; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE SOUTH 00°27'57" EAST 2693.17 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'23" WEST 2179.49 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 00°1 I'39" WEST 608.24 FEET; THENCE NORTH 00°52'49" WEST 315.64 FEET; THENCE SOU'IH 89°34'51" WEST 727.82 FEET; THENCE NORTH 0l°28'32" EAST 64.27 FEET; THENCE NORTH 19°25'24" WEST 113.78 FEET; THENCE NORTH 50°17'45" WEST 175.71 FEET; THENCE NORTH 28°14'00" WEST 100.15 FEET; THENCE NORTH 10°51'29" WEST 183.50 FEET; THENCE NORTH 89'22'52" EAST 25.79 FEET; THENCE NORTH 0S°07'52" EAST 370.89 FEET; THENCE NORTH 86°32'08" WEST 55.00 FEET; THENCE SOUTH 26°22'52" WEST 107.00 FEET; THENCE SOUTH 12°52'52" WEST 78.00 FEET; THENCE SOUTH 05°37'08"EAST 100.00 FEET; THENCE SOUTH 14°02'08" EAST 105.00 FEET; THENCE SOUTH 89°22'52" WEST 429.73 FEET; THENCE SOUTH 00°33'14" EAST 1479.93 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'09" WEST 410.71 FEET TO A POINT ON THE SOUTHERLY EXTENSION OF THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8; THENCE ALONG SAID SOUTHERLY EXTENSION AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 00°34'32" WEST 1360.49 FEET TO THE SOUTH ONE -SIXTEENTH CORNER OF SECTION 8; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 TO THE SOUTHEAST CORNER OF WELD COUNTY RECORDED EXEMPTION RE -2740 NORTH 89°25'29" EAST 50.47 FEET; THENCE ALONG THE EAST LINE OF SAID RECORDED EXEMPTION NORTH 00°18'3 I" EAST 1330.66 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SECTION 8; THENCE ALONG SAID NORTH LINE NORTH 89°24'55" EAST 3893.46 FEET TO THE EAST ONE -QUARTER CORNER OF SECTION 8; THENCE NORTH 00°27'57" WEST 45.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34 1/2; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 88°58'51" EAST 2622.54 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE SOUTH 88'29'21" WEST 2622.85 FEET; THENCE NORTH 89°28'20" EAST 2622.85 FEET TO THE TRUE POINT OF BEGINNING. THUS DESCRIBED TRACT CONTAINS 209.615 ACRES MORE OR LESS, TOGETHER WITH AND SUBJECT TO AI.L EASEMENTS AND RIGHT-OF-WAY EXISTING AND/OR OF PUBLIC RECORD Mad - D-2 Form LUC added Mar31,doc Revised October IT. 2001 (4-37pm) TOWN OF MEAD LAND USE CODE FORM D-4 FISCAL ANALYSIS (Required for all Preliminary and Final Applications) (for Major Land Use Changes) Applicable Section(s): Copies Required: Applicant's name, address and telephone number: PK Mead, LLC 1521 Diamond Wall Drive Berthoud, CO 80513 720-3944254 Mark & Deborah Schell 17464 WCR 15 Platteville, CO 80651 303-776-6802 Name of the Project: Schell Annexation REVENUES. A. Recurring Revenues: 1. Market value all single family units ($130,900,00011'1 x factor( 7.96 % f 2) = Assessed Valuation Market value all multi -family units( NA Jo) x factor 17.96 % ]`�) = Assessed Valuation Market value all mobile home units f NA 10) x factor f 7.96 % 1(2) = Assessed Valuation Market value all non-residential structures ($13,503,600](') x factor [ 29% ](2) = Assessed Valuation Total Assessed Valuation Total Assessed Valuation [$14,335,6841 x Town mill levy( 8.919 mills 1(3) = Town Property Tax Revenue Property Tax. [$10,419,640] I NA 1 f NA ] ($3,916,044] ($14,335,684] ($127,860( Page 1 of 7 r') Developer's projected market value. (2) Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. r') Contact the Town Clerk for current factors. Mead - D-4 C Form edited August 2008.doc January 31, 2006 Total Assessed Valuation [$14,335,684] x St. Vrain School mill levy( 39.982 mills 1 = School Property Tax Revenue [$573,1691 Total Assessed Valuation [$14,335,6841 x Mt. View Fire District mill levy ( 8.037 mills 1r't = Fire District Property Tax Revenue [$115.2161 Total Assessed Valuation [$14,335,684] x County mill levy [ 17.900 mills P = County Property Tax Revenue ($256,609] Total Assessed Valuation 1$14,335,6841x St. Vrain San. Dist mill levy 13.918 mills 113) = St. Vrain San Property Tax Revenue [$56,167] Total Assessed Valuation 014,335,6841 x all other mill levies [ 4.503 mills r = Other Property Tax Revenue 1$64.554] Total Property Tax Revenue [$1,183,5751 2. Sales Tax. Population in the development [10291x the last year's per capita collection [ $48.46 113' = total annual sales tax revenue f$52,482] Estimated gross retail sales within the development [$27,007,2001 x 2%(3) = total annual sales tax revenue [$540,1441 3. Sewer Revenue. Population in the development [1029] x the last year's per capita collection 1 $75.21 ]lit = total annual sewer revenue [$81,4521 4. Other Revenue (taxes, fees, permits, etc.). Population in the development [10291 x the last year's per capita collection 1 $65.80 113' = total other revenue [571.261] Nonresidential - business licenses, liquor licenses, etc.t3t = total annual other revenue 1 NA 1 TOTAL RECURRING REVENUE [$1,918.787] B. One -Time Revenues. 1. Building Permits. Market value of structure(s) [$144,403,60011" x factor 1.0099375 + $30.00/BP ]tat = building permit revenue ($1,359,5141 Page 2 of 7 (1) Developer's projected market value. w Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. 1]1 Contact the Town Clerk for current factors. Mead - D-4 C Form edited August 2008.doc January 31, 2006 2. Use Taxes. Market value of structure(s) [$144,403,6001t'I x 50% x 2% = use tax revenue 3. Sewer Plant Investment. Total taps x factor ( $7,000.00 ](3) = total PIF [51,444,0361 152,401,000] 4. Storm drainage. Number of dwelling units [3431x $131 $ 9331 = residential storm drainage impact fees [ Square feet of nonresidential development [135,0361 x $0.08/ sq.ft. = nonresidential storm drainage impact fees [$10,8031 5. Transportation. Number of dwelling units [3431 x $1,350 = residential transportation impact fees Square feet of nonresidential development [135,0361 x $0.37/ sq.ft. = nonresidential transportation impact fees [$49,9631 6. Open Space. Number of dwelling units [3431 x $1,852 = residential open space impact fees Square feet of nonresidential development [135,0361 x $0.47/ sq.ft. = nonresidential open space impact fees ($436,0501 15635,2361 1$63,4801 7. Police Protection. Number of dwelling units [3431 x $50 $17,1501 = residential police protection impact fees Square feet of nonresidential development [135,036] x $0.01/ sq.ft. = nonresidential police protection impact fees [$1,351] 8. Municipal Facilities. Number of dwelling units 13431 x $1, 697 = residential municipal facilities impact fees Square feet of nonresidential development [135,0361 x $0.431 sq.ft. = nonresidential municipal facilities impact fees [$58,0771 ($582,071] Page 3 of 7 Developers projected market value. "' Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (" Contact the Town Clerk for current factors. Mead - D-4 C Form edited August 2008.doc January 31, 2006 9. Park System. Number of dwelling units [3431 x $462 = residential park system impact fees 10. Recreation Center. ($158,4661 Number of dwelling units [343] x $1, 683 = residential recreation center impact fees [$577,2691 11. Downtown Revitalization (public facilities). Number of dwelling units (343] x $304 = residential downtown revitalization impact fees 12. Capital Equipment. Number of dwelling units [3431x $316 = residential capital equipment impact fees Square feet of nonresidential development (135.036] x $0.09/ sq.ft. = nonresidential capital equipment impact fees TOTAL ONE TIME REVENUE II. EXPENDITURES. A. Recurring Costs. 1. Street Maintenance. Acres in development [202.81x 4% x factor ( $2,287.00 1(3) = total street maintenance costs 2. Police Protection. [$104,2721 ($108,3881 1$12,1561 ($8,064,2151 ($18,5521 Projected population at full development 110291 x per capita cost of police protection I $23.87 1(3) = total police protection costs 1$24,5621 Square feet of nonresidential development 1135,0361 x (NA1(3) = nonresidential police protection costs [NA] 3. General Government. Projected population at full development (10291 x per capita cost of general government [ $87.18 Page 4 of 7 (I) Developer's projected market value. in Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. ('I Contact the Town Clerk for current factors. Mead - D-4 C Form edited August 2008.doc January 31, 2006 = total general government costs 1$89,7081 Square feet of nonresidential development [135,0361 x NA 3) = nonresidential general government costs [NAl 4. Parks and Recreation. Projected population at full development [10291 x per capita cost of park maintenance [ $10.00 1(3) = total park maintenance costs ($10,2901 Projected population at full development 11029] x per capita cost of recreation program J $0.00 ](3) = total recreation program costs (P1 5. Sewer Collection and Treatment. Projected population at full development 110291 x per capita cost of sewer collection and treatment [ $100.20 1(3) = total sewer costs [$103,1061 6. Storm Water and Drainage. Projected population at full development [1d291 x per capita cost of storm water and drainage maintenance [NA1t31= total storm water costs [NA Square feet of nonresidential development [135,0361 x [NA1(3) = nonresidential storm water costs [NA] TOTAL RECURRING COSTS [$246,218] B. One -Time Costs. 1. Park and Recreation. Projected population at full development 110291 x .001 facilities per capita x 5,000 sq.ft. x average cost per sq.ft. for recreation facilities 1 $65.00 1(3) = total recreation facilities costs 1$344,4251 2. Sewer Plant. Projected population at full development [10291 x gallons per capita [ 120 cial. 1 I x cost per gallon of 1 capacity [ $3.50 = total cost of sewer plant [$432,180] TOTAL ONE-TIME COSTS [$776,6051 TOTAL RECURRING REVENUES [$1,918,7871 TOTAL RECURRING EXPENDITURES [$246,2181 Page 5 of 7 to Developer's projected market value. m Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (3) Contact the Town Clerk for current factors. Mead - D-4 C Form edited August 2008.doc January 31, 2006 DIFFERENCE TOTAL ONE-TIME REVENUES TOTAL ONE-TIME EXPENDITURES DIFFERENCE [$1,672,5691 1$8.064,215] ($776,6051 [$7,986,5501 Page 6 of 7 r'I Developer's projected market value. is Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (3) Contact the Town Clerk for current factors. Mead - D-4 C Fonn edited August 2008.doc January 31, 2006 III. Signature of the Applicant. By this acknowledgment, the undersigned hereby certify that the above information is complete and true. also sign the Application.) (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall j.'tt, -i./( 1 * Owner: f )--6)a.: f 1 ilrt • - s Owner: Applicant: et(i4Aft4 F4k: kit r r ' t fit- r rr.4 c,j Date: i�v . t Z. 1 o d' Date: Date: (attach additional signatures as necessary) STATE OF COLORADO) r ) SS. COUNTY OVA, r L,--,.-,ply The foregoing instrument was acknowledged before me this, . . 20 f by ty� z.. E' --- day of 1..i E cy 'f My commission expires: i / - C I , Witness My hand and official seal. MARLA D BLANTON Notary Public atata o1 C olorndo `IY1ciet - Notary Public Page 7 of 7 (') Developer's projected market value. r2r Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (3) Contact the Town Clerk for current factors. Mead - D-4 C Form edited Aug 2008.doe January 31, 2006 TOWN OF MEAD LAND USE CODE FORM D-5 AGREEMENT FOR PAYMENT OF REVIEW AND DEVELOPMENT EXPENSES INCURRED BY THE TOWN THIS AGREEMENT, made and entered into this 13th day of January, A.D. 2009, by and between the TOWN OF MEAD, COLORADO, a municipal Corporation, hereinafter referred to as "the Town," and PK Mead LLC and Mark and Deborah Schell , hereinafter referred to as "the Owner/Developer;" - WITNESSETH: WHEREAS, the Owner/Developer owns of certain property situated in the County of Weld, State of Colorado, and legally described as follows, to -wit: See Attached Exhibit "A" WHEREAS, the development process included all aspects of land use including but not limited to annexation, subdivision, change of land use and the installation of public improvements; and WHEREAS, the Owner/Developer desires to develop said property and has made application to the Board of Trustees of the Town of Mead for approval of the Schell Annexation and re-zoninq request and WHEREAS, the Parties hereto recognize that the cash deposits and non-refundable land use fees as specified by the Municipal Code of the Town of Mead may not be adequate to fully cover the Town's expenses in considering the referenced application, including, but not limited to, legal publications, planning services, engineering services, attorney fees, consultant fees, reproduction of material, public hearing expenses and recording documents; and WHEREAS, the Parties hereto recognize that the Town will continue to incur expenses throughout the entire development process until final completion of the development project; NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: 1. FULL AND SEPARATE ACCOUNTING OF REVIEW AND DEVELOPMENT EXPENSES. The Town will maintain separate accounts of all monies collected and expended as a result of the review of the above referenced application throughout the development process. Monthly statements of expenses incurred and the balance remaining in the account will be made available to the Owner/Developer by the Town. 2. EXPENDITURE OF FEES PAID BY THE OWNER/DEVELOPER. The Town shall expend the monies collected from the Owner/Developer in the form of land use fees and cash deposits, in the payment of expenses incurred in processing the Owner/Developer's request, throughout the development process until final completion of the Mead - D-5 Form LUC.doc Revised. 1/6/03 (10:30 pm) Page 1 of 3 project. Expenses shall include, but not limited to, fees charged to the Town for legal publications, planning services, engineering services, attorney services, consultant services, reproduction of material, public hearing expenses, the securing of permits and easements and the recording of documents. Any cash deposits held by the Town and not expended, will be refunded to the Owner/Developer, without interest, upon completion or termination of project. 3. PAYMENT OF REVIEW AND OTHER EXPENSES BY THE OWNER/DEVELOPER. In the event that the Town incurs expenses for the review of the Owner/Developer's request, greater than the monies collected from the Owner/Developer in the form of land use fees and cash deposits, the Owner/Developer shall reimburse the Town for the additional expenses and/or replenish the cash deposits to the level specified. Said reimbursement and/or replenishment shall be made within ten (10) days of the Town submitting an invoice for the expenses, or a demand for the replenishment of the cash deposit. Failure by the Owner/Developer to pay within the specified time shall be cause for the Town to cease processing the application, or deny the Owner/Developer of the right to appear before Planning Commission or the Board of Trustees, or deny approval of the application, withhold the issuance of building permits or certificates of occupancy. 4. APPLICATION TERMINATION. Except where the law or an agreement with the Town provides otherwise, the Owner/Developer may terminate his application at any time by giving written notice to the Town. The Town shall immediately take all reasonable steps necessary to terminate the accrual of costs to the Owner e.g., notify newspapers to cancel publications, etc. The Owner/Developer will continue to be liable for all costs reasonably incurred by the Town to terminate the application. 5. COLLECTION OF FEES AND COSTS. If the Owner/Developer fails to pay the fees required herein when due, the Town may take those steps necessary and authorized by law to collect the fees due. The Town shall also be entitled to all court and attorney's fees, other costs incurred in collection and interest on the amount due at the rate of 18% per annum. 6. PERSONAL GUARANTY. At the option of the Board of Trustees, the Owner/Developer may be required to provide a personal guaranty for the payment of review and other expenses. ORIGINAL COUNTERPARTS. This Agreement may be executed as counterparts, each of which will be an original, but all of which together shall constitute one and the same instrument. (THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK) Mead - D-5 Form LUC.doc Revised: 1/6/03 (10:30 pm) Page 2 of 3 IN WITNESS WHEREOF, the Town and the Owner/Developer have caused this Agreement to be duly executed on the day and year first above written. By this acknowledgment, the undersigned hereby agreed to be bound by the terms and conditions of this agreement. (Signature Instructions: And additional signature lines and notary certificates for each signature.) TOWN OF MEAD OWNER/DEVELOPER By By Richard W. Macomber, Mayor ATTEST: By By Charlene Reed, Town Clerk Richard T. LiPuma POA for Petr Turek, Manager of PK Mark Schell d LL By Sioia} 4i4 Deborah Schell STATE OF COLORADO ) )ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20 by as Mayor and as Town Clerk of the Town of Mead. My commission expires: Witness my hand and official seal. STATE OF COLORADO ) )ss. COUNTY OF Yrrner ) The foregoing instrument was acknowledged before me this I3day of 'l�u-rr✓ L1O-- 20 C`1 by Mark Schell , Deborah Schell, and Richard T. LiPuma as POA for Petr Turek Notary Public My commission expires: L t i ay. -',5- 3 I Witness my hand and official seal. Mead - D-5 Form LUC.doc Revised. 1/6/03 (1O.30 pm) Notary Public MARLA D BLAN I ON Notary Public State of Colorado Page 3 of 3 2953 South Peoria Street, associates. inc January 5, 2009 Mead Board of Trustees Town of Mead PO Box 626 Mead, CO 80542 RE: Letter of Intent Schell Annexation Dear Town Board Members: Aurora, Colorado 80014 303.770.7201 fax 303.770,7132 On behalf of the Schell Annexation owners, I welcome the opportunity to present for your consideration the attached application for the annexation of approximately 212 acres of land into the Town of Mead, Colorado. The proposed annexation master plan comprises twoparcels of land currently located in unincorporated Weld County at the northwest corner of the intersection of WCR 5 and WCR 34 (Welker Avenue). Proposed Land Uses The proposed mater plan is a conceptual long-range plan for the construction of approximately 343 low and medium -density single-family residences and approximately 11.2 acres of neighborhood commercial. In preparing the land use proposal and annexation request, the design team carefully considered the Town of Mead's future land use plan as depicted in the Town of Mead 2004 Comprehensive Plan. We also considered the character and pattern of surrounding land uses, in recognition that future development should be compatible with both existing and planned development in the area. To this end, the master plan reflects an appropriate land use plan which is in line with the Mead Comprehensive Plan. Traffic and Access The master plan includes a total of five access points to the proposed community — two accesses from WCR 5 and three accesses from WCR 34. The master plan's network of internal streets is envisioned as a well-connected system of neighborhood scale, curvilinear streets. The design team feels that meandering streets will promote the creation of a desirable community character that will be compatible with the existing rural character of the surrounding area. The proposed meandering street system will also promote safer traffic speeds within the community. associates. Inc Landscaping and Open Space We understand that one of the most important components of a successful community is its curb appeal and amenities. Thus, as customary of all development communities, the preliminary master plan conceptualizes generous landscaping and open spaces consisting of approximately 26 acres. The master open space plan reflects landscaping and buffering around the entire perimeter of the community, as well as an interconnected system of neighborhood and linear parks, programmed for both passive and active recreational uses. Building and Architecture The owners understand the rural nature of this development. A builder will be selected that will take great pride in the design and quality of construction consistent with the rural and small community feel of Mead. To accomplish this, the final plan of the community will stipulate both appropriate residential and commercial architectural controls, which will promote both variety and continuity in building design, the use of high quality building materials and the use of architectural features appropriate to the scale and character of the Town of Mead. A variety of local builders that understand the architectural character and patterns of the area will also be encouraged to participate in the construction of our community. Water and Sewer Service Water is available to the property. The property will be served by Little Thompson Water District. The property will connect to the Mead Sanitary Sewer. In closing, we are committed to working with the Board of Trustees and the Town of Mead staff to develop a master planned community that Mead citizens will welcome. We would appreciate your support of this application. Please feel free to contact me with questions and requests for additional information at (303) 720-7201. Thank you for your consideration. Sincerely, • Kelly K. Bish, RLA, LEED AP Project Manager )�l ssso ,atBO. Inc PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: We, Mark and Deborah Schell and PK Mead LLC, the undersigned landowner(s), in accordance with Colorado law, hereby petition the Town of Mead and its Board of Trustees for annexation to the Town of Mead of the following described unincorporated territory located in the County of Weld and State of Colorado, to -wit: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 8, THE WEST HALF OF SECTION 9, THE NORTHWEST QUARTER OF SECTION 16 AND THE NORTH HALF OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY WELD, STATE OF COLORADO, BEING MORE OF PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE - QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; THENCE 2 ONG THE SOUTH ARTER OF SECTION FEET TO A POII T ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 5; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO COURSES: 1) SOUTH 40"37'32" WEST 281.90 FEET; 2) SOUTH 00°27'57" EAST 2482.41 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'26" WEST 2179.17 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 00°27'56" WEST 68.10 FEET; THENCE NORTH 00°11'39" WEST 540.10 FEET THENCE NORTH 00°52'49" WEST 315.64 FEET; THENCE SOUTH 89°34'51" WEST 727.82 FEET THENCE NORTH 01°28'32" EAST 64.27 FEET; THENCE NORTH 19°25'24" WEST 113.78 FEET THENCE NORTH 50°17'45" WEST 175.71 FEET; THENCE NORTH 28°14'00" WEST 100.15 FEET THENCE NORTH 10°51'29" WEST 183.50 FEET; THENCE NORTH 89°22'52" EAST 25.79 FEET; THENCE NORTH 05°07'52" EAST 370.89 FEET; THENCE NORTH 86°32'08" WEST 55.00 FEET; THENCE SOUTH 26°22'52" WEST 107.00 FEET; THENCE SOUTH 12°52'52" WEST 78.00 FEET; THENCE SOUTH 05°37'08" EAST 100.00 FEET; THENCE SOUTH 14°02'08" EAST 105.00 FEET; THENCE SOUTH 89°22'52" WEST 429.73 FEET; THENCE SOUTH 00°33'14" EAST 1479.93 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE 410.71 FEET TO A POINT / OG AN THE SOUTHERLY EXTID SOUTHERLY ENSION OF THEWEST F -WAY LINE SUTH 826'09" WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8; THENCE ALONG SAID SOUTHERLY EXTENSION AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 00°34'32" WEST 1360.49 FEET TO THE SOUTHWEST ONE -SIXTEENTH CORNER OF SECTION 8; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 89°25'29" EAST 50.47 FEET TO THE SOUTHEAST RE - 4515; THENCE ALONG THE EAST LINE OFCORNER SAID REDO O RECORDED EXEMPTION NORTHH 00°1EXEMPTION 8'31"EAST 1330.66 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SECTION 8; THENCE ALONG SAID NORTH LINE NORTH 89°24'55" EAST 3893.46 FEET TO THE EAST ONE -QUARTER CORNER OF SECTION 8; THENCE ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION POINT OF WELD COUNTY ROAD NO. 34.5 AS DESCRIBED DEED IN RECORDED JRIGHT-OF-WAY LINEAT BOOK 114, PAGE 182 OF WELD COUNTY RECORDS; THENCE ALONG SAID NORTHERLY RIGHT- OF-WAY LINE NORTH 88°58'51" EAST 2622.39 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID EAST LINE SOUTH 01°01'09" EAST 60.00 FEET TO THE POINT OF BEGINNING. CONTAINING 212.320 ACRES, MORE OR LESS. (GROSS AREA) EXCEPT THAT PORTION OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Annexation Petition 1/30/207 1 BEGINNING AT THE WEST ONE -QUARTER CORNER OF SECTION 9, WHENCE THE CENTER ONE - QUARTER CORNER OF SAID SECTION 9 BEARS NORTH 88°58'51" EAST 2622.97 FEET; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 9 NORTH 88°58'51" EAST 117.60 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 5 AS PRESENTLY EVIDENT AND ESTABLISHED BY USAGE; THENCE ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO COURSES: 1) SOUTH 36°03'10" WEST 158.91 FEET; 2) SOUTH 23°12'05" WEST 57.38 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID WEST LINE NORTH 00°27'57" WEST 179.13 FEET TO THE POINT OF BEGINNING. SAID EXCEPTION CONTAINING 0.219 ACRES, MORE OR LESS. NET PARCEL CONTAINING 212.101 ACRES, MORE OR LESS. As part of this petition, your petitioner further states to the Board of Trustees of Mead, Colorado, that: 1. It is desirable and necessary that the territory described be annexed to the Town of Mead. 2. The requirements of C.R.S. sections 31-12-104 and 31-12-105, as amended, exist or have been met in that: a. Not less than one -sixth of the perimeter of the area proposed to be annexed is contiguous with the Town of Mead or will be contiguous with the Town of Mead within such time as required by 31-12-104. b. A community of interest exists between the area proposed to be annexed and the Town of Mead. c. The area proposed to be annexed is urban or will be urbanized in the near future. d. The area proposed to be annexed is integrated with or is capable of being integrated with the Town of Mead. e. No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road or other public way. f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, comprises twenty acres or more, and which, together with the buildings and improvements situated thereon has an assessed value in excess of two hundred thousand dollars ($200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h. The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district. i. The annexation of the territory proposed to be annexed will not have the effect of extending Annexation Petition 1/30/207 2 the boundary of the Town of Mead more than three miles in any direction from any point of the boundary of the Town of Mead in any one year. j. Prior to completion of the annexation of the territory proposed to be annexed, the Town of Mead will have in place a plan for that area, which generally describes the proposed: Location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the Town of Mead; and the proposed land uses for the area; such plan to be updated at least once annually. k. In establishing the boundary of the territory proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the territory to be annexed. The Town of Mead will not deny reasonable access to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the Town of Mead but is not bounded on both sides by the Town of Mead. 3. The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and hereby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the information following: a. A written legal description of the boundaries of the area proposed to be annexed; b. A map showing the boundary or the area proposed to be annexed, said map prepared and containing the seal of a registered engineer; c. Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; d. Next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town of Mead and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5. Upon the Annexation Ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, rules and regulations of the Town of Mead, except for general property taxes of the Town of Mead which shall become effective as the January 1 next ensuing. 6. The zoning classification (land use) requested for the area proposed to be annexed is Medium Density Single Family Residential and neighborhood commercial in Performance District 3. WHEREFORE, the following petitioner respectfully requests that the Town of Mead, acting through its Board of Trustees, approve the annexation of the area proposed to be annexed. By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) Annexation Petition 1/30)201 3 Owner: Richard T. LiPuma as POA for Petr Turek, Manager, PK Mead, LLC Date: Date: Date: 13:2,OO9 4, i3, 241 STATE OF COLORADO ) SS. COUNTY OF -Lnn..(j The foregoing instrument was acknowledged before me this //3 day of t7a_n uat,r'tr 200 9 By Mark Schell, Deborah Schell and Richard T. LiPuma, POA for Petr Turek, Manage, PK Mead, LLC My commission expires: "_i uct rtt 31 o't-0 t 2 — Witness My hand and official seal. —1-n eLA.QA od- , Notary Public th e — 4 MARLA D BLANTON ' Notary Public State of Colorado Opirreiwarrarlovrtsorrere Annexation Petition 11303 1207 4 Landownr/Petitioner e r Mailing Address Mark andDeborah Schell 17464 WCR 15, Platteville, Co 80651 PK Mead LLC 1521 Diamond Wall Drive Berthoud, CO 80513 Annexation Petition! 7/301107 Date Signed 5 Legal Description of Land Owned Land Owner Land Owner AFFIDAVIT OF CIRCULATOR STATE OF COLORADO COUNTY OF ss. , being first duly sworn upon oath, deposes and says that (he or she) was the circulator of this Petition for Annexation of lands to the Town of Mead, Colorado, consisting of [ ] pages including this page and that each signature hereon was witnessed by your affiant and is the signature of the person whose name it purports to be. Circulator STATE OF COLORADO ) SS. COUNTY OF The foregoing instrument was acknowledged before me this day of 200 by My commission expires: Witness My hand and official seal. Annexation Petition 11301207 6 Notary Public Unified Title Company of Northern Colorado, LLC 4745 Boardwalk, Suite D-101 Fort Collins, CO 80525 Phone: 970-282-8711 Fax: 970-282-8717 Transmittal Information Date: File No: Property Address Buyel\Borrower Seller 12/24/2008 1188UTNC 16129 County Road 5, Mend, CO 80542 To Be Determined Mark W. Schell and Deborah M. Schell For changes and updates please contact your Title or Escrow office (s): Starle Greenfield Not Applicable Unified Title Company of Northern Colorado, LLC Unified Title Company of Northern Colorado, LLC 4745 Boardwalk, Suite D-101 4745 Boardwalk, Suite D-101 Fort Collins, CO 80525 Fort Collins, CO 80525 Phone: 970-282-8711 Phone: 970-282-8711 Fax: 970-282-8717 Fax; 970-282-8717 E -Mail: Copies Sent to: Buyer: To Be Determined Buyer's Agent Buyer's Attorney: Lender: Phone: Fax: Attn: Email: Seller: Mark W. Schell and Deborah M. Schell 17464 County Road 15 Platteville, CO 80651 Seller's Agent: Seller's Attorney: Mortgage Broker: Phone: Fax: Attn: Email: Copies Sent: UPDATE- NO RECORDINGS SINCE PRIOR COMMITMENT Thank you for using Unified Title Company of Northern Colorado, LLC. File No: 1188UTNC VersionNo: 2 Unified Title Company of Northern Colorado, LLC As agent for Westcor Land Title Insurance Company COMMITMENT FOR TITLE INSURANCE SCHEDULE A 1. Effective Date: December 18, 2008 at 08:00 am 2. Policy or Policies to be issued: A. ALTA 2006 OWNER'S POLICY 5 Proposed Insured: To Be Determined B. ALTA 2006 LOAN POLICY S Proposed Insured: To Be Determined Search Fee $ 150.00 $ 150.00 Total: 3. The estate or interest in the land described in this Commitment and covered herein is Fee Simple and title thereto is at the effective date hereof vested in: Parcel 1: Mark W. Schell and Deborah M. Schell Parcel 2: PK Mead, LLC, a Colorado limited liability company 4. The land referred to in the Commitment is situate in the county of Weld, State of Colorado and is described as follows: SEE ATTACHED EXHIBIT "A" For Informational Purposes Only: 16129 County Road 5, Mead, CO 80542 Countersigned Unified Title Company of Northern Colorado, LLC By: ALTA Commitment - Schedule A Page 1 FileNo: 1188UTNC VersionNo: 2 EXHIBIT "A" Parcel 1: A parcel of land located in the Southeast Quarter of Section 8, Township 3 North, Range 68 West of the 6th P.M., County of Wed, State of Colorado, said parcel being more particularly described as follows: Beginning at the East Quarter orner of Section 8, Township 3 North, Range 68 West of the 6th P.M., from whence the West Quarter Corn r of said Section 8 bears South 88 degrees 30 minutes 24 seconds West, and with all other bearings contained herein relative thereto: thence along the East line of the Southeast Quarter of said Section 8, South 01 degrees 22 minutes 22 seconds East, a distance of 2662.67 feet, more or less to the Southeast corner of said Section; thence along the South line of said Southeast Quarter, South 88 degrees 31 minutes 57 seconds West, a distance of 1105.88 feet; thence along the approximate Westerly bank of an existing ditch, North 05 degrees 02 minutes 14 seconds West, a distance of 546.57 feet; thence North 32 degrees 07 minutes 39 seconds West, a distance of 809.94 feet; thence North 09 degrees 13 minutes 53 seconds West, a distance of 397.54feet; thence North 21 degrees 51 minutes 59 seconds West, a distance of 174.26 feet; thence North 30 degrees 29 minutes 17 seconds West, a distance of 248.78 feet; thence North 22 degrees 27 minutes 28 seconds West, a distance of 505.23 feet; thence North 14 degrees 10 minutes 50 seconds West, a distance of 177.41 feet to the North line of said Southeast Quarter; thence leaving the approximate Westerly bank of said existing ditch and along said North line, North 88 degrees 30 minutes 24 seconds East, a distance of 2012.50 feet to the Point of Beginning Parcel 2: A Parcel of land located in the Southeast quarter and the East One -Half of the Southwest Quarter of Section Eight, Township Three North, Range Sixty -Eight West of the Sixth Prinicpal Meridian, County of Weld, State of Colorado, said Parcel being more particularly described as follows: Beginning at the East Quarter corner of Section eight, township three north, range sixty-eight West of the sixth principal meridian, from whence the West Quarter corner of said Section eight bears S88°30'24" W, and with all other bearings contained herein relative thereto: Thence along the North line of the South one-half of said Section Eight S88°30'24" W a distance of 3893.48 feet more or less to the Northeast corner of Weld County Recorded Exemption RE -2740, Weld County Records; thence along the East line of said Recorded Exemption S00°35'55" E a distance of 1330.66 feet to a point on the North line of the Southeast Quarter of the Southwest Quarter of said Section eight thence along said North line, 588°31'03" W a distance of 50.47 feet to the Northwest corner of the Southeast Quarter of the Southwest Quarter of said Section eight; thence S01°28'58" E a distance of 1330.49 feet to the Southwest Corner of the Southeast Quarter of the Southwest Quarter of said Section Eight; thence along the South line of the Southeast Quarter of the Southwest Quarter of said Section eight, N88°31'43" E a distance of 410.72 feet; thence NO1°27'40" W a distance of 1449.93 feet; thence N88°28'26" E a distance of 455.35 feet; thence S11°45'55" E a distance of 183.50 feet; thence 529°08'26" E a distance of 100.15 feet; thence S51°12'11" E a distance of 175.71 feet; thence S20°19'50" E a,distance of 113.78 feet; thence SOO°34'06" W a distance of 64.27 feet; thence N88°40'25"E a distance of 727.82 feet; thence S01°47'15" E a distance of 315.64 feet; thence S01°06'05" E a distance of 540.10 feet; thence S0I°22'22" E a distance of 38.13 feet to the South line of the Southeast Quarter of Said Section Eight; thence along said South line, N 88°31'57" E a distance of 2119.17 feet to the Southeast Corner of said Section Eight; thence N01°22'22" W a distance of 2662.67 feet to the point of beginning. EXCEPTING THEREFROM: ALTA Comm ibnent- Schedule A Page 3 FileNo: 1188UTNC VersionNo: 2 All that portion of land described in Book 478, Page 184, dated May 26, 1917, and being more particularly described as follows: Commencing at the Southwest Corner of the Southeast Quarter of the Southwest Quarter of Section Eight, Township Three North, Range Sixty -Eight West of the Sixth Principal Meridian, from whence the Southeast corner of the Southeast Quarter of the Southwest Quarter of said Section Eight bears N88°31'43"E, and with all other bearings contained herein relative thereto; Thence along the South line of the Southeast Quarter of the Southwest Quarter of said Section Eight, N88°31'43"E a distance of 410.72 feet; thence N01°27'40"W a distance of 1449.93 feet; thence N88°28'26"E a distance of 429.73 feet to the point of beginning; Thence N14°56'34"W a distance of 105.00 feet; thence N06°31 '34"W a distance 100.00 feet; thence N11°58'26"E a distance of 78.00 feet; thence N25°28'26" E a distance of 107.00 feet; thence S87°26'34" E a distance of 55.00 feet; thence SO4°13'26"W a distance of 370.89 feet; thence 588°28'26" W a distance of 51.41 feet to the point of beginning; ALTA C°nin,ilmenf - Schedule A Page 4 File No: 11S8UTNC VersionNo: 2 Westcor Land Title Insurance Company COMMITMENT FOR TITLE INSURANCE SCHEDULE B - SECTION I REQUIREMENTS Effective Date: December 18, 2008 at 08:00am The following requirements must be met: (a) (b) Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. Pay us the premium, fees and charges for the policy. (c) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: (d) You must tell us in writing the name of anyone not referred to in this document who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions relating to the interest or the loan. (e) Relea$e by the Public Trustee of the County of Weld of the Deed of Trust from St. Vrain Properties, Inc., for the use of Hicks and Johnson Mead Farm, LLC, a Colorado limited liability company, to secure Amoufnt Unknown, dated July 15, 2004 recorded July 15, 2004 at Reception No. 3199101. (f) Termination of Financing Statement by and between St. Vrain Properties, Inc., and Hicks and Johnson Mead Farm, LLC recorded July 15, 2004 at Reception No. 3199102 (g) Recordation of statement of authority for PK Mead, LLC, a Colorado limited liability company ALTA Commitment- Schedule B - Section I NOTE: This commitment consists of insert pages labeled in Schedule A, Schedule B. Section 1, and Schedule B -Section 2. This commitment is of no force and effect unless all schedules are included, along with any Rider pages incorporated by reference in the insert pages Page 5 FileNo: 1188UTNC Version No: 2 Westcor Land Title Insurance Company COMMITMENT FOR TITLE INSURANCE SCHEDULE B - SECTION II EXCEPTIONS Effective Date: December 18, 2008 at 08:00am The Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown by the Public Records. 2. Easements or claims of easements not shown in the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the land would disclose, and which are not shown by the public record. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. 7. Any water rights or claims or title to water, in or under the land, whether or not shown by the public records. 8. Taxes due and payable; and any tax, special assessments, charge or lien imposed for water or sewer service, or for any other special taxing district. Note: Upon verification of payment of all taxes the above exception will be amended to read, "Taxes and assessments for the current year, and subsequent years, a lien not yet due and payable." 9. The right of proprietor of a vein or lode to extract or remove his ore should the same be found to penetrate or intersect the premises thereby granted as reserved in United States patent recorded December 18, 1888 in Book 34 at Page 324; and any and all assignments thereof or interest therein; 10. The right of proprietor of a vein or lode to extract or remove his ore should the same be found to penetrate or intersect the premises thereby granted as reserved in United States patent recorded October 30, 1889 in Book 57 at Page 88; and any and all assignments, thereof or interest therein. 11. Right of way for the Highland Ditch as set forth on map recorded January 22,1891 in Book 98 at Page 517; ALTA Commitment - Schedule B - Section H NOTE: This commitment consists of insert pages labeled in Schedule A, Schedule B - Section 1, and Schedule B -Section 2. This commitment is of no force and effect unless all schedules are included, along with any Rider pages incorporated by reference in the insert pages Page 6 File No: 1188UTNC Version No: 2 12. An easement for above ground or underground electrical lines and incidental purposes granted to Union Rural Electric Association, Inc., by the instrument recorded February 28, 1978 at Reception No. 1745795; 13. An easement for electric transmission lines and incidental purposes granted to Platte River Power Authority by the instrument recorded April 10, 1978 at Reception No. 1749918; 14. An undivided full interest in all oil, gas and other minerals as reserved by James T. Johnson and L.B. Flanders, as trustees, Avalie T. Biller Trust, Ruth Elizabeth Bixler, also known as Ruth E. Bixler and as Ruth Bixler Hicks and Virginia Bisler Johnson formerly Virginia Bixler recorded August 31, 1984 at Reception No.1979722, and any and all assignments thereof or interests therein. 15. An oil and gas lease from Ruth Elizabeth Hicks and Virginia Bixler Johnson and James T. Johnson and L.B. Flanders, Trustees as Lessor(s) to Calvin Petroleum Corporation as Lessee(s) recorded March 14, 1980 in Book 902 at Reception No.1824455, and any and all assignments thereof or interests therein. 16. An Oil and Gas lease from Ruth Elizabeth Hicks and Virginia Bixler Johnson and James T. Johnson and L.B. Flanders, Trustees as Lessor(s) to Calvin Petroleum Corporation as Lessee(s) recorded May 9, 1980 in Book 902 at Reception No. 1824456, and any and all assignments thereof or interests therein. 17. An easement for pipeline for the transportation of oil, gas and other substances and incidental purposes granted to Panhandle Eastern Pipeline Company by the instrument recorded June 1, 1984 at Reception No.1968910; 18. An Easement for water transmission and distribution lines and incidental purposes granted to Little Thompson Valley Water District by the instrument recorded March 25, 1996 at Reception No. 2482402 19. Matters of survey as shown on Boundary Survey Plat by Hascall Surveys Inc., dated May 3, 2004, Job No. J12, recorded June 1, 2004 at Reception No. 3184930 20. Terms, conditions, and provisions as set forth in Warranty Deed recorded July 15, 2004 at Reception No. 3199096 (As to Parcel 2) 21. Terms, conditions and provisions as set forth in Bargain and Sale Deed (Minerals) by and between D.L. Johnson and St. Vrain Properties, Inc., recorded July 15, 2004 at Reception No. 3199097.(As to Parcel 2) 22. Terms, conditions and provisions as set forth in Bargain and Sale Deed (Minerals) by and between Diane R. ()Meagher and St. Vrain Properties, Inc., recorded July 15, 2004 at Reception No. 3199098.(As to Parcel 2) 23. Terms, conditions and provisions as set forth in Bargain and Sale Deed (Minerals) by and between DR. C.W. Bixler Family Foundation and St. Vrain Properties, Inc., recorded July 15, 2004 at Reception No. 3199099 (As to Parcel 2) 24. Terms, conditions and provisions as set forth in Memorandum of Trust Agreement by and between St. Vrain Properties, Inc., and Hicks and Johnson Mead Farm, LLC, recorded July 15, 2004 at Reception No. 3199100 (As to Parcel 2) ALTA Commitment - Schedide B - Section// NOTE: This commitment consists of insert pages labeled in Schedule A, Schedule B - Section I, and Schedule B -Section 2. This commitment is of no force and effect unless all schedules am included, along with any Rider pages incorporated by reference in the insert pages Page 7 File No: 1188UTNC Version No: 2 25. Terms, conditions and provisions as set forth in Bargain and Sale Deed (Minerals) by and between Diane R. O'Meagher and St. V rain Properties, Inc., recorded July 28, 2004 at Reception No. 3203143 (As to Parcel 2) NOTE: The policy(s) of insurance may contain a clause permitting arbitration of claims at the request of either the Insured or the Company. Upon request, the Company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction. ALTA Commitment- Scherade B - Section II NOTE: This commitment consists of insert pages labeled in Schedule A, Schedule B - Section 1, and Schedule B -Section 2. This commitment is of no force and effect unless all schedules are included, along with any Rider pages incorporated by reference in the insert pages Page 8 .n.• : J J d Westcor ALTA-COMMITMENT FOR TITLE INSURANCE ISSUED BY WESTCOR LAND TITLE INSURANCE COMPANY WESTCOR LAND TITLE INSURANCE COMPANY, a California corporation, herein called the Company for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefore, all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. The Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by the subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. Signed under seal for the Company, but this Commitment shall not be valid or binding until it bears an authorized Countersignature. IN WITNESS WHEREOF, WESTCOR LAND TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed and by these presents to be signed in facsimile under authority of its by-laws, effective as of the date of Commitment shown in Schedule A. Issued By: Unified Title Company of Northern Colorado, LLC 4745 Boardwalk, Suite D-101 Fort Collins, CO 80525 Phone: 970-282-8711 WESTCOR TITLE INSURANCE COMPANY HOME OFFICE 201 N. New York Avenue, Suite 200 Winter Park, Florida 32789 Telephone: (407) 629-5842 "u "+r. In: iM 9 C1 �.YA1ttc4A y�lNrienl tt Mot Six CM -I (EV INN) Unified Title Company of Northern Colorado, LLC Commitment No. 1188UTNC Disclosures All documents received for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half of an inch. The Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this section. Pursuant to C.R.S. 30-10-406(3)(a). The company will not issue its policy or policies of title insurance contemplated by this commitment until it has been provided a Certificate of Taxes due or other equivalent documentation from the County Treasurer or the County Treasurer's authorized agent; or until the Proposed Insured has notified or instructed the company in writing to the contrary. Pursuant to C.R.S. 10-11-122. No person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as a part of such services until those funds have been received and are available for immediate withdrawals as a matter of right. Pursuant to C.R.S. 38-35-125(2). The Company hereby notifies the proposed buyer in the current transaction that there may be recorded evidence that the mineral estate, or portion thereof, has been severed, leased, or otherwise conveyed from the surface estate. If so, there is a substantial likelihood that a third party holds some or all interest in the oil, gas, other minerals, or geothermal energy in the subject property. Such mineral estate may include the right to enter and use the property without the surface owner's permission. Pursuant to C.R.S. 10-11-123. If this transaction includes a sale of property and the sales price exceeds $100,000.00, the seller must comply with the disclosure/withholding requirements of said section. (Nonresident withholding) Pursuant to C.R.S. 39-22-604.5. Notice is hereby given that: The subject property may be located in a special taxing district. A Certificate of Taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent. Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Pursuant to C.R.S. 10-11-122. Notice is hereby given that: (a) "Gap Protection' — When this Company conducts the closing and is responsible for recording or filing the legal documents resulting from the transaction, the Company shall be responsible for all matters which appear on the record prior to such time or recording or filing; and (b) "Mechanic's Lien Protection" — If you are the buyer of a single family residence, you may request mechanic's lien coverage to be issued on your policy of Insurance. If the property being purchased has not been the subject of construction, improvements or repairs in the last six months prior to the date of this commitment, the requirements will be payment of the appropriate premium and the completion of an Affidavit and Indemnity by the seller. If the property being purchased was constructed, improved or repaired within six months prior to the date of this commitment, the requirements may involve disclosure of certain financial information, payment of premiums, and indemnity, among others. The general requirements stated above are subject to revision and approval by the Company. Pursuant to C.R.S. 10-11-122. Joint Notice of Privacy Policy al Westcor Land Title Insurance Company and Unified Title Company of Northern Colorado, LLC Westcor Land Title Insurance Company ("WLTIC") and Unified Title Company of Northern Colorado, LLC valuetheir customers and are committed to protecting the privacy of personal information. In keeping with that philosophy, we each have developed a Privacy Policy, set out below, that will endure the continued protection of your nonpublic personal information and inform you about the measures WLTIC and Unified Title Company of Northern Colorado, LLC take to safeguard that information. This notice is issued jointly as a means of paperwork reduction and is not intended to create a joint privacy policy. Each company's privacy policy is separately instituted, executed, and maintained. Who is Covered We provide our Privacy Policy to each customer when they purchase a WLTIC title insurance policy. Generally, this means that the Privacy Policy is provided to the customer at the closing of the real estate transaction. Information Collected In the normal course of business and to provide the necessary services to our customers, we may obtain nonpublic personal information directly from the customer, from customer -related transactions, or from third parties such as our title insurance agent, lenders, appraisers, surveyors and other similar entities. Access to Information Access to all nonpublic personal information is limited to those employees who have a need to know in order to perform their jobs. These employees include, but are not limited to, those in departments such as closing, legal, underwriting, claims and administration and accounting. Information Sharing Generally, neither WLTIC nor Unified Title Company of Northern Colorado, LLC shares nonpublic personal information that it collects with anyone other than those individuals necessary needed to complete the real estate settlement services and issue its title insurance policy as requested by the consumer. WLTIC or Unified Title Company of Northern Colorado, LLC may share nonpublic personal information as permitted by law with entities with whom WLTIC or Unified Title Company of Northern Colorado, LLC has a joint marketing agreement. Entities with whom WLTIC or Unified Title Company of Northern Colorado, LLC have a joint marketing agreement have agreed to protect the privacy of our customer's nonpublic personal information by utilizing similar precautions and security measures as WLTIC and Unified Title Company of Northern Colorado,LLC use to protect this information and to use the information for lawful purposes. WLTIC or Unified Title Company of Northern Colorado, LLC, however, may share information as required by law in response to a subpoena, to a government regulatory agency or to prevent fraud. Information Security WLTIC and Unified Title Company of Northern Colorado, LLC, at all times, strive to maintain the confidentiality and integrity of the personal information in its possession and has instituted measures to guard against its unauthorized access. We maintain physical, electronic and procedural safeguards in compliance with federal standards to protect that information. The WLTICPrivacyFo1icy can be found on WLTIC website at www.wltic.conr CONDITIONS AND STIPULATIONS The tents "mortgage", when used herein, shall include deed of mist, trust deed, or other security instrument. 2. If the proposed Insured has acquired actual knowledge of any defect, lien encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or(b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. _ 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. STANDARD EXCEPTIONS The policy or policies to be issued will contain exceptions to the following matters unless the some are disposed of to the satisfaction of the Company. I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effect date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 3. Any discrepancies, conflicts in boundary lines, encroachments, easements, measurements, variations in area or content, party wells and/or other facts which a correct survey and/or a physical inspection of the premises would disclose. 4. Rights or claims of parties in possession not shown in the public records. 5. In the event this Commitment is issued with respect to a construction loan to be disbursed in future periodic installments, then the policy shall contain an additional exception which shall be as follows: Pending disbursement of the full proceeds of the loan secured by the mortgage insured, this policy only insures the amount actually disbursed, but increases as proceeds are disbursed in good faith and without knowledge of any intervening lien or interest to or for the account of the mortgagor up to the amount of the policy. Such disbursement shall not extend the date of the policy or change any part thereof unless such change is specifically made by written endorsement duly issued on behalf of the Company. Upon request by the Insured (and payment of the proper charges thereof), the Company's agent or approved attorney will search the public records subsequent to the date of the policy and furnish the insured a continuation report showing such matters affecting title to the land as they have appeared in the public records subsequent to the date of the policy or date of the last preceding continuation report, and if such continuation report shows intervening lien, or liens, or interest to or for the account of the mortgagor, then in such event this policy does not increase in liability unless such matters as actually shown on such continuation report are removed from the public records by the insured. • en '0 0 CO 0 en '0 0 00 0 en '0 O 00 0 en V' O CO 0 Vv1 O 00 0 vi 0 00 0 V1 0 00 0 vi 0 00 0 CO 80513 CO 80634 CO 80542 CO 80301-2934 CO 80601 .o n a `° ut ,N O CO 0 0 o o O CO 0 o •—• 00 'D 14 O. vi ON O CO 0 In CO 80203 CO 80631 CO 80534 CO 80513 CO 80504 CC)) �j V c V Cj CC)) 6 C E 00 ,s C s 0 0 G C s o m Greeley Mead Boulder Brighton Erie Denver Omaha Longmont Denver m 0 Johnstown Berthoud Longmont COv m 0, a r zz - CO l O h m Cl. T R 3 b a v m •0 R C) a 4' a _ C' > d 3 N M 0 N S 7 Ln 03 a c z vi 0, 835 E. Hwy 56 1939 61st Ave. ' PO Box 232 2655 N. 63rd Street P.O. Box 929 3766 Eureka Way, #A 5325 Zuni Street, Rm. 728 1314 DTOM, 16th Floor 9595 Nelson Rd., Box D 1313 Sherman Street, Room 721 1420 - 2nd Street 3 North Jay Avenue P.O. Box 573 11307 Business Park Cir SVICLILLAL6 LLJL — Vt.liVll 1-11111VA4a1 '" ate. r✓ %/V Weld County Board of Commissioners Weld County Planning Department Weld County Attorney Weld County Public Works Department St. Vrain School District R-IJ Mountain View Fire Protection District NCWCD St. Vrain & Left Hand Water Conservancy District ILittle Thompson Water District Weld County Library District Farr Branch Library K2 Communications Xcel Energy United Power, Inc. Source Energy Qwest Qwest Communications Inc. Natural Resource Conservation Service Colorado Water Conservation Board Colorado Department of Transportation Johnstown Reorganized School District RE -5J Berthoud Fire Protection District St. Vrain Sanitation District 1 Ooo O C. ) 9875 Vermillion Rd. O C 00 . longs Peak Water District Y.O. Box 100 'town of Firestone 0 C 0 P.O. Box 609 "town of Johnstown P.O. Box 290 M O U Town of Milliken P.O. Box 1229 O "n 00 O U Town of Berthoud 120708400056 s0 00 O U City of Longmont 120708300057 M co krk O U CO r Mark W. & Deborah M. Schell C) 1521 Diamond Wall Drive 120709107002 N cf O 00 O U PK Mead 1.1.C 2558 Jarctt Drive 120709107001 V 00 O U CC U .13 E 00 0 z 2544 Jarett Drive I20709106024 N O 00 U O q 0 00 U 120709109004 N O 0 William D. & Robin L Pals 01 CO 16671 Westview Drive 120709109003 E F .0 0 X O C 120709109002 N '7 co O 0) 0. 0 v 16543 Westview Drive 120709109001 N co C Keith A. & Brenda L. Cochran 03 03 16527 Westview Drive 120709000054 N 00 O U P.O. Box 253 120709000018 120709000015 OH 43701-8714 Edward Minch 5185 Hampton Court C .R 00 U 00 CO 120709000016 N V C OC U 8 C) C 3 2061 CR 34' 120709000017 N 7 o O 00 C cki u U J 01 U 2063 CR 34 120709421090 2519 Basil Drive 120709421091 K oo C U Sarah & Bryan S. Hansen 2529 Basil Drive 120717000034 N K h O 00 U M U Q r-- 120717000025 00 Dean V. & Carla R. Brossman 01 F 3456 W. 23rd Ave E. Sam Fishman 120717000020 120716000052 120709300026 h Oo 0N 0 CV N0 O O N. N O CV 120717000022 120717100002 120717100003 120717000037 M OO 0 N. OO M p o 0 n ON .4.8 o 0 N O 0 0 N N V O 8 0 N 0 O O O 0 n0 N hpo O O 0 N N CO 80501 CO 80542-0103 CO 80542 CO 80501 CO 80542 CO 80542-9718 CO 80504 CO 80504 CO 80503 CO 80542 CO 80542 CO 80542 CO 80542 CO 80521 CO 80504 CO 80504 CO 80202 C O s 1 Longmont Mead Mead Longmont Longmont Longmont Mead Mead Mead Mead Fort Collins Longmont Longmont Denver 15945CR5 P.O. Box 103 16084CR5 14661 CR 5 1746CR34 1800 CR 34 15975 CR 5 15975 CR 5 11355 N. 75th St P.O. Box 626 P.O. Box 626 P.O. Box 626 P.O. Box 626 3030 S. College Ave. 16882 CR 1 16882 CR 1 1801 California St. David I... & Laura K. Gartrell Patricia A. Jorgenson Living Trust Leonard & Mary Ellen Litzenberger Michael A. & Kathryn M. Litzenberger Helene May Shaw Carrie Kubiak & Gregory B. Stearns Patricia A. Whitley Patricia A. Whitley J O Farm Partnership Town of Mead Town of Mead Town of Mead Town of Mead Platte River Power Authority Margaret I Russell Margaret I Russell Calvin Petroleum Corporation • a' To be Completed by Surveyor or Engineer. Name of Annexation: TOWN OF MEAD Annexation Map Land Surveying Standards t\k' 11 Surveyor Date Initials Items k .".•“;):, 1. A scale drawing of the boundaries of the land parcel. / • 2. All recorded and apparent rights -of -way and easements, and, tf research for recorded rights -of -way c; ',)l�'.. I3/(' �•' / l and easements is done by someone other than the professional land surveyor who prepares the plat, the source from which such recorded rights -of -way and easements were obtained. 3. All dimensions necessary to establish the boundaries In the field. (The dimensions must be shown t ; , to all control monuments used in the field survey. If the boundary runs down a line or parallels a line, -• ;� '•: • t l . , '- the dimensions to get from the control line or monuments to the parcel must be shown. Dimensions to both ends of the control line must be shown.) /ei 9 n i '?/ /u" L 4. A statement by the professional land surveyor that the survey was performed by such surveyor or under such surveyor's responsible charge. 3/ V J :12 ( F 5. A statement by the professional land surveyor explaining how bearings, if used, were determined 6. A description of ail monuments, both found and set, which mark the boundaries of the property and ;. -:i SI'ile `I of all control monuments used in conducting the survey. (Monuments such as section corners are control monuments. N you are running down a line or paralleling a line, the monuments at both ends of / the line must be shown. It must be labeled on the map or plat if a monument is found or set.) .-,q,.,.:!:: l f" 7. A statement of the scale or representative fraction of the drawing, and a bar -type or graphical scale a -) ;'•',7 8. A north arrow. 9. A written property description, which shall include but shall not be limited to a reference to the county and state together with the section, township, range, and principal meridian or established ' ' :' • I •-- subdivision, block and lot number, or any other method of describing the land as established by the !1 r,1: - �' general land office or bureau of land management. (Property description is to be written in upper case . tyPe.) ..7"';'".6 C t 10. Any conflicting boundary evidence. Ties to and descriptions of all conflicting corners are shown. 1- !'n(. t� ` 11. Location map. Minimum one and one-half mile radius of the property with principal roads labeled. '..l ; 4i! - r 12. Certificate block - based on the Town's standard certificates for annexation maps. .--1.; ;,. 13. The signature and seal of the professional land surveyor. Initials of draftsperson, date of drawing .31 i41 r ) ' and AutoCAD file name. �• r 14. All calculations have been double checked on final map for any errors, transpositions, the sum of i 71 %U't,' ( . the parts equals the total length, etc. 15. Corner recordations have been made, or what is found in the field is identical with a previously filed .'i . '!vi; • . corner recordation. Corner recordations have to be filed on ail sections,'/. section and aliquot corners of a section. 16. Dimensions of lots and area of the lot are to be placed inside the lot, dimensions of blocks or �` ►� i of are to be placed outside the block or polygon. Widths of roads, and easements ')j i tv ' r parameters polygons are to be placed between the r.o.w. lines when possible. Dimensions must clearly indicate the terminus point at each end. Curve data may be presented in tabular form, or with leader dimension lines. ' 1 S � -i lV t. 11 iJ 17. All text and numbers are to be large enough to clearly legible at the scale drawn. Paragraph text, d certificates 12 t. oCADTH man mplex, Atrial or simal ilarons 'sanrserf type. tlere to be of plat Isnto be centeredattop t of the plat in type l not less than .3_ high. 18. An AutoCADTM drawing file (Release 14 - 2002) of the map, x -refs and all font flies used, Is to be provided on 3 '/:" IBM formatted disk , or by other acceptable electronic transfer. The use of "eTransmlt" to prepare a transmittal set of the AutoCADr"drawing is preferred. if multiple maps are used, one drawing file must combine all the parts into one map showing the entire final plat A word processing file of the legal description on 3 '/2" IBM formatted disk is to be provided ( Word Perfect 6.1 preferred). INSTRUCTIONS 1. This checklist Is required to be completed by the responsible surveyor or engineer and submitted with the annexation map. 2. The completed check list Is to be maintained In the Applicant's File. ANNEXATION MAP CHECKLIST.WPD 10/5/00 (4:19 PM) Page 1 of 1 SPECIAL WARRANTY DEED NON -TRIBUTARY AND NOT NON -TRIBUTARY GROUNDWATER THIS DEED, made this 13th day of January , 2009 , between Mark and Deborah Schell, 17464 CR 15, Platteville, CO 80651 and PK Mead, LLC 1521 Diamond Wall Drive, Berthoud, CO 80513 of the County of Weld , State of Colorado, grantor(s} and the Town of Mead, P.O. Box 626, Mead, CO 80542, of the County of Weld, State of Colorado: WITNESSETH, that the grantor(s}, for and in consideration of the sum of Ten dollars and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, ha granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey, and confirm, unto the grantee and its successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the See Exhibit A County of Weld, State of Colorado, described as follows: All non -tributary and not non -tributary groundwater as defined by C.R.S. § 37-90-103, whether adjudicated, unadjudicated, permitted or unpermitted, underlying the property described in Exhibit A, attached hereto and incorporated by reference herein. also known by street and number as: assessor's schedule or parcel number: 120708400056 and 120708300057 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the grantor(s), either in law or equity, of, in and to the above bargained water rights, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said water rights above bargained and described with the appurtenances, unto the grantee and its successors and assigns forever. The grantor(s), for sel heirs and personal representatives or successors, do covenant and agree that shall and will WARRANT AND FOREVER DEFEND the above -bargained water rights in the quiet and peaceable possession of the grantee, and its successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under the grantor(s). IN WITNESS WHEREOF, the grantor(s) has executed this d$dpn the ate 17i_eJ7 /-/3 -07 Date ,13 o1 Date e set forth above. Mar chell - Richard T. LiPuma, POA for Petr Turek, Manager PK Mead, LLC MASTER WATER RIGHTS DEED — NON—TRIBUTORY 8-13-08 (2).000 May 18, 2001 (II:55am) Page 1 of 2 STATE OF COLORADO SS. COUNTY OF/,r tern u -H, The foregoing instrument was acknowledged before me this 13 day of oTa n Lta-r , 20 O1 by Mark Schell, Deborah Schell and Richard T. LiPuma, POA for Petr Turek, Manager of PK Mead LLC My commission expires: c'c` `,at` . 1 a --D Witness My hand and official seal. MARLA D BLANTON Notary Public State of Colorado wM-a c>6.. et..4-c-b-tneu Notary Public MASTER WATER RIGHTS DEED - NOM-TRIBOTORY 8-13-08 (2).D00 May 18, 2001 (11.55am) Page 2 of 2 TETRA TECH, INC. OVERALL SCHELL ANNEXATION LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 8, THE WEST HALF OF SECTION 9, THE NORTHWEST QUARTER OF SECTION 16 AND THE NORTH HALF OF SECTION 17, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE - QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 9 SOUTH 88°58'51" WEST 2377.68 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 5; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO COURSES: 1) SOUTH 40°37'32" WEST 281.90 FEET; 2) SOUTH 00°27'57" EAST 2482.41 FEET TO A POINT ON THE - SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°2626" WEST 2179.17 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 00°27'56" WEST 68.10 FEET; THENCE NORTH 00°11'39" WEST 540.10 FEET; THENCE NORTH 00°52'49" WEST 315.64 FEET; THENCE SOUTH 89°34'51" WEST 727.82 FEET; THENCE NORTH 01°28'32" EAST 64.27 FEET; THENCE NORTH 19°25'24" WEST 113.78 FEET; THENCE NORTH 50°17'45" WEST 175.71 FEET; THENCE NORTH 28°14'00" WEST 100.15 FEET; THENCE NORTH 10°5129" WEST 183.50 FEET; THENCE NORTH 89°22'52" EAST 25.79 FEET; THENCE NORTH 05°07'52" EAST 370.89 FEET; THENCE NORTH 86°32'08" WEST 55.00 FEET; THENCE SOUTH 26°22'52" WEST 107.00 FEET; THENCE SOUTH 12°52'52" WEST 78.00 FEET; THENCE SOUTH 05°37'08" EAST 100.00 FEET; THENCE SOUTH 14°02'08" EAST 105.00 FEET; THENCE SOUTH 89°22'52" WEST 429.73 FEET; THENCE SOUTH 00°33'14" EAST 1479.93 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'09" WEST 410.71 FEET TO A POINT ON THE SOUTHERLY EXTENSION OF THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8; THENCE ALONG SAID SOUTHERLY EXTENSION AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 00°34'32" WEST 1360.49 FEET TO THE SOUTHWEST ONE -SIXTEENTH CORNER OF SECTION 8; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 89°25'29" EAST 50.47 FEET TO THE SOUTHEAST CORNER OF WELD COUNTY RECORDED EXEMPTION RE -4515; THENCE ALONG THE EAST LINE OF SAID RECORDED EXEMPTION NORTH 00°18'31" EAST 1330.66 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SECTION 8; THENCE ALONG SAID NORTH LINE NORTH 89°24'55" EAST 3893.46 FEET TO THE EAST ONE -QUARTER CORNER OF SECTION 8; THENCE ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 8 NORTH 00°27'57" WEST 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34.5 AS DESCRIBED IN DEED RECORDED JUNE 1, 1894 AT BOOK 114, PAGE 182 OF WELD COUNTY RECORDS; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 88°58'51" EAST 2622.39 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID EAST LINE SOUTH 01°01'09" EAST 60.00 FEET TO THE POINT OF BEGINNING. CONTAINING 212.320 ACRES, MORE OR LESS. (GROSS AREA) EXCEPT THAT PORTION OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST ONE -QUARTER CORNER OF SECTION 9, WHENCE THE CENTER ONE - QUARTER CORNER OF SAID SECTION 9 BEARS NORTH 88°58'51" EAST 2622.97 FEET; THENCE SHEET 1 OF 2 01/06/09 ANNEX OVERALL 2009 UPDATE LH-2.doc J lb TETRA TECH, INC. ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 9 NORTH 88°58'51" EAST 117.60 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 5 AS PRESENTLY EVIDENT AND ESTABLISHED BY USAGE; THENCE ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO COURSES: 1) SOUTH 36°03'10" WEST 158.91 FEET; 2) SOUTH 23°12'05" WEST 57.38 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID WEST LINE NORTH 00°27'57" WEST 179.13 FEET TO THE POINT OF BEGINNING. SAID EXCEPTION CONTAINING 0.219 ACRES, MORE OR LESS. NET PARCEL CONTAINING 212.101 ACRES, MORE OR LESS. SHEET 2 OF 2 01/06/09 April 26, 2006 Michael D. Friesen, Town Manager 441 Third Street P.O Box 626 Mead, CO 80542 RE: The Schell Annexation Annexation Impact Report Dear Mr. Friesen: The Schell Property subdivision is a mixed use development requesting annexation into the Town of Mead. The area is located north of Weld County Road (WCR) 34 and west of Weld Country Road (WCR) 5. The proposed 203 acre development consists of mixed - use commercial with low density residential land uses. This report analyzes the proposed development's impact with respect to the Town of Mead and St. Vrain Valley School District services. Sincerely, Quentin C. Mendenhall Harvest Real Estate Development, LLC Attachments $ General Site Location and Description The Schell site is located in the south half of Section 8, Township 3 North, Range 68 West, of the 6th Principal Meridian, Weld County, Colorado. More specifically, the Schell property is bound by farmland on the west, north and east sides. It is bound to the south by the property owned by the Town of Mead and Welker Avenue (CR 34). The Town of Mead property is bound by the Schell property on the north, east and west sides, and by Welker Avenue to the south. Plans for Extension of Municipal Services Water At this time, the Schell Property is located within the service district of the Little Thompson Water District (LTWD). The applicant is in discussions with LTWD concerning the project and will be Obtaining an agreement to serve the site prior to final approval of the annexation. The applicant is coordinating with the LTWD to connect the Schell site to a 24" line in Weld County Road (WCR) 38. It is the applicant's intent to review the use of a secondary non -potable irrigation system within the development. Sanitary Sewer Currently, it is the plan of the applicant to provide sanitary sewer services to the Schell property with a self-serving septic system. Natural Gas Natural gas will be provided by Xcel Energy. Electric Electric service will be provided by United Power. Telephone Qwest will be the communications service provider. Streets Access to The Schell property subdivision will be from Weld County Road (WCR) 34 and Weld County Road (WCR) 5. Two (2) access points are proposed off of WCR 34 and three (3) access points are proposed off of WCR 5. Proposed interior roads will be paved asphalt with barrow ditches. Improvements to WCR 34 and WCR 5 may be necessary upon completion of a traffic impact report. Law Enforcement The proposed property is currently under the protection of the Weld County Sheriffs Department. Law enforcement will be provided by the Town of Mead through its contract with the Weld County Sheriffs Department. Fire The proposed Schell property is currently within the Mountain View Fire Protection District and will continue to be served by the Fire District. Existing School District and Special Districts The site is located within the following school and special districts: St. Vrain Valley School District Little Thompson Water District Weld Library District Local Public School Impact The proposed development will generate approximateli81 students. This is based on a student yield of .22 elementary, .10 middle and .11 high school students. The yield is itemized as follows 343 single-family detached units: o 75 elementary students or 14.2% of the standard capacity of a 525 -student elementary school. o 34 middle level students or 4.6% of the standard capacity of a 750 -student middle school. o 38 high school students or 3.2% of the standard capacity of a 1200 -student high school. TETRA TECH October 3, 2007 Mr. Mark Schell 17464 County Road 15 Platteville, CO 80651 Re: Preliminary Engineering Geologic Reconnaissance, Mead Annexation, Weld County Roads 5 and 34, Weld County, Colorado; Tetra Tech Job No. 80-4975.001.00 Dear Mr. Schell: This letter report presents the results of our Preliminary Engineering Geologic Reconnaissance of the Schell Annexation located northwest of Weld County RoadsIWCR) 5 and 34, west of Mead, in Weld County, Colorado. The site is located in part of the South One -Half of Section 8, Township 3 North, Range 68 West. The property encompasses approximately 200 acres. Commercial development is planned on approximately 12 acres on the southeast corner of the property and single family residential development is planned on approximately 146 acres of the property. These developments will be served by sanitary sewer. The remainder of the property will be reserved as open space, a park and right-of- way. In addition, water storage reservoirs on the south part of the site will remain. This reconnaissance concentrated on geologic conditions at the site. The scope of work included review of published geologic and soils information; a site reconnaissance; and preparation of this letter summarizing the data gathered, our interpretation and analysis, and conclusions regarding the proposed development. SITE CONDITIONS The area to be developed is located in an agricultural and rural residential area west of the Town of Mead. Site features and the site sketch plan are shown on Figure I. The south site boundary borders Weld County Road 34 and the east site boundary borders Weld County Road 5. The site has historically been used as inigated cropland. The Irrigation Supply Ditch crosses the west part of the site and the Highland Ditch crosses near the center of the site. Small water storage reservoirs are on the south part of the site. Topography at the site slopes gently (approximately 1 to 2 percent) to the east and northeast as shown on Figure 1. Local man-made slopes are present on the reservoir embankments on the south part of the site and near the ditches. Side slopes on the reservoir embankments are steeper visually appearing to slope approximately 3 or 4 to I (horizontal to vertical). • TETRA TECH Mr. Mark Schell October 3, 2007 Page 2 GEOLOGIC CONDITIONS untain Front In the . earea, sedimentary ock dips 1978)n indicates thathe near surface bedrod southeast away from the Rocky ck at the site is Range. Regional t geologic mapping (Colton, Upper Transition Member of the Pierre Shale. The regional mapping claystone, indicatone,es sahd t on the of the mapping also indicates that on the west half and extreme southeast corner of the site, near surface bedrock is overlain by eolian (wind deposited) clay, silt, and sand. In our experience, the eolian soils are sometimes underlain by alluvial sand and gravel which inturn overlies the bedrock. Colton (1(1the 978 maps bedrock at the surface over much of the east part of the site. Where mapped the surface, bedrock is likely very weathered to a residual soil with relic bedrock structure. Regional soils mapping by Crabb (1980)2 shows two different soil types at the site. ed in The esoil mapped l. A large area of Wiley soil een over tc es. May edthe soils and their publisunn hed engineering properties arets summaizedbn Table 1. the ditches. Mapped ENGINEERING AND GEOLOGIC CONSIDERATIONS the site lly Howeve no there areseveral facons tors of a geologic naturech would render atlopment should be considered considered during sitefeasible. al sed evelpment be in arThese factors will vary slightly areas mapped as eolian soils and other areas proposed for development will obe in areas mapped a be s Upper Transition Member of the Pierre Shale. The thickness of the eolian soils will likely vary across the site. In addition, the weathering profile in the bedrock may vary. Groundwater levels will tend to be shallower near the reservoirs and ditches, as well as in lower lying areas. Potentially varying and foundation design. Pt area Prior to site development, site geotechnical engineering studies should erading be performed to better characterize soil, bedrock, and groundwater conditions at the site. Such studies ry should include exploratory rami,grecommegeotechnical ndations nfor testing. to development can be mades of . drilling and laboratory programs, geotechnical Following are several geologic factors to be considered. Shallow Groundwater Shallow groundwater is on of and the uppermost uppmo t weathered zones aofdthe bedrock and will likely extend upwards intoat the site. Groundwater is likely to be perched the eolian a r soils. within groundwater is likely to be shallower near the reservoirs, ditches, and in low lying parts of the site. Shallow groundwater may affect the design of subsurface structures. Site specific geotechnical investigations should be performed to investigate groundwater conditions at the site. The investigations should also consider seasonal peak groundwater levels. Shallow groundwater conditions may be addressed by site grading and the construction of subsurface drains. 2 Colton, R.G., 1978, "Geologic Map of the Boulder -Ft Collins -Greeley Area, Colorado," USGS Map I -855G. Crabb, J.A., 1980, "Soil Survey of Weld County, Colorado, Southern Part," USDA Soil Conservation Service. it • TETRA TECH Mr. Mark Schell October 3, 2007 Page 3 Shallow Bedrock Shallow bedrock is anticipated at the site particularly where Upper Transition Member of the Pierre Shale is mapped. Shallow bedrock may also be present in other areas of the site where eolian soil deposits may be thin. Local sandstone and/or shale could prove difficult to excavate. In addition, the weathering profile in the bedrock may be variable. A variable weathering profile may require the use of drilled pier foundations in order to achieve more uniform bearing conditions for structures. Swelling Soils and Bedrock Eolian clay soils, residual clay soils, and local claystone bedrock are likely present at the site. The residual clay soils and claystone are potentially expansive. To a lesser degree, eolian clay soils may tend to be expansive. Review of Table 1 indicates most of the soils at the site have low to moderate swell potential (classifying as CL under the Unified Soil Classification System). However, the Nunn soils may locally have high swell potential (classifying as CH under the Unifies Soil Classification System). Site specific investigations, including drilling and laboratory testing, will need to be performed to investigate the swell potential of the site soils/bedrock. If swelling soils/bedrock are encountered, foundation designs to mitigate the effects of swelling soils and bedrock should be implemented. Such designs are available and are commonly practiced in the area. Collapsible Soils and Settlement Eolian soils in the Front Range are locally prone to collapse when wetted and/or loaded. Such soils also tend to consolidate under loading causing settlement of structures. However, the site has been historically irrigated and the collapse potential may already be substantially mitigated. Site specific investigations should address potential consolidation and collapse of the site soils. Pavement Subgrade Soils at the site will probably have poor to fair pavement support characteristics. Site specific subgrade studies should be performed and pavement should be designed in accordance with Town of Mead or Weld County approved design methods. Erosion The site soils appear to be moderately susceptible to erosion and will be increasingly so when vegetation is stripped for site development. Development and construction plans should include measures to minimize erosion. Grading plans resulting in steeper slopes and drainage plans which concentrate runoff will increase the chances of erosion. Construction Near Steep Slopes Local, man-made, steep slopes are present near the reservoirs and along the ditches. Structures should not be constructed near these steep slopes unless detailed slope stability investigations have been performed. C-. it • TETRA TECH Mr. Mark Schell October 3, 2007 Page 4 LIMITATIONS AND ADDITIONAL INVESTIGATIONS This letter is based on a site reconnaissance, review of published geologic and soils data, and limited exploratory drilling. We warrant only that this work has been performed as described herein in accordance with preliminary engineering geologic standards in this area. Additional site specific investigations, including additional subsurface borings in the proposed building areas, and laboratory testing of subsurface samples are necessary to provide information for pavement design, foundation recommendations, and other geotechnical criteria such as site grading. Please call with any questions or comments. Sincerely, TETRA TECH (I% Gary Linden, R.G. Project Manager GL:em R \4975 001 SCH ELLPROP\DOCUMENTS\SoiIo\revGeelogy Report doe U, J_ O co Z Z O O < F Q S- u_ _ co W W Z co .0 —J N Q a-Jm ~ U W U' S Z yW W W Z 5 Z W Less Than 3" Passing Sieve Number O O N 45 - 75 65 - 75 25 - 75 70 - 90 70 - 95 0 `Y 70 - 95 ' 85-95 60 - 90 0 0 0 0 O O CO CO Ca r O O O '0 O O O CO 0 0 4 0 g 0 O 0 O O O c0 0 0 0 0 Coarser Than 3" LO in Ln 0 0 0 0 0 Unified Soil Classification CL, SC CL, CH CL, CL -ML, SM-SC, SC CL -ML, CL CL 1 CI E O m N O •,t - Soil Name c >, Co Z 5j R:14975 007 SCHELLPROPIDOCUMENTSISoilslrevSoil Classification.tab.doc WATER RIGHTS REPORT SCHELL-MEAD ANNEXATION PORTION OF S'''A SECTION 8 T3N, R68W, 6Te P.M., WELD COUNTY, COLORADO INTRODUCTION This report describes the water rights historically used on the Schell -Mead Annexation property, which is approximately 202 acres located in the South 'A of Section 8, T3N, R68W, 6th P.M., Weld County, Colorado. The investigation includes surface and subsurface water rights. Data describing the water rights is presented, along with the historical use of the water on this parcel of land. Figure 1 on page 2 shows the property location. The water rights used on the land include nine shares of Supply Ditch Company and two shares of Highland Ditch Company. Historically there were also Colorado Big Thompson (C -BT) units used on this land. Those units have been severed from the land and are not included in this report. SUPPLY DITCH COMPANY The Supply Ditch is the westerly ditch that traverses the Schell -Mead Annexation property from south to north (see Figure 1). The Supply Ditch diverts from St. Vrain Creek in Section 20, T3N, R70W, 6 P.M., Boulder County, Colorado. The Supply Ditch direct flow right was adjudicated June 2, 1882, with an appropriation date of May 31, 1878 for 92.2 cfs. A copy of the decree is shown in Appendix 1. The Supply Ditch Company also owns about half of Beaver Park Reservoir, located on Beaver Creek in the Left Hand Creek drainage basin. Beaver Park Reservoir was adjudicated March 13, 1907 with an appropriation date of June 30, 1892 in the amount of 888 acre-feet. There are two adjudicated enlargements of Beaver Park Reservoir. The first enlargement was adjudicated March13, 1907 with an appropriation date of June 21, 1902 in the amount of 959 acre-feet. The second enlargement was adjudicated June I, 1926 with an appropriation date of September 30, 1905 in the amount of 335 acre-feet. The total decreed capacity is 2182 acre-feet, and the actual capacity is about 2165 acre-feet. Copies of the decrees are included in Appendix 1. Diversions for the Supply Ditch have been tabulated by the City of Longmont for years 1950 through 1988, resulting in average annual diversions of 4,797 acre-feet. There are 400 shares in the ditch company, making the average annual yield about 12 acre-feet per share. The storage releases from Beaver Park Reservoir average about 1594 acre-feet for the period of 1950 through 1997. The portion attributable to the Supply Ditch ownership is approximately 781 acre-feet, which is about 2 acre-feet per share for 8, 0 1000 2000 I I I SCALE IN FEET \R68W$ .wr.r.MWCR 4 t \ / 4.%,...% / pitic (wwwmtiomlgeogl.pIic.00iSRopo) JOB NO 80-4975.001.00 SCHELL-MEAD ANNEXATION VICINITY MAP RMC FIGURE: 1 400 shares. Thus, the total average annual yield for direct flow and storage is about 14 acre-feet per share. The Northern Colorado Water Conservancy District (NCWCD) also tabulates ditch diversions within its boundaries. Their records show direct flow deliveries for the Supply Ditch average about 11 acre-feet per share, and storage deliveries average about 1.64 acre-feet per share, for a total of 12.64 acre-feet per share. The Supply Ditch has a very junior priority, and is not a reliable water supply in below average water years. The 1954 yield (second driest year of record) for Supply Ditch was 1090 acre-feet from direct flow; and the 2002 yield (driest year of record) was 1506 acre-feet from direct flow, and 178.5 acre-feet from storage, or about 4.2 acre-feet per share. The water that is available to the Supply Ditch direct flow decree in average and below average water years will rarely be available after the first part of July. The nine shares of Supply Ditch on the subject property will yield an average of about 114 acre-feet from direct flow and storage. The dry year yield for nine shares is approximately 38 acre-feet. HIGHLAND DITCH The Highland Ditch has the direct flow rights summarized in the following table. The Highland Ditch direct flow decree is shown in Appendix 2. Decree Adjudication Date Appropriation Date Amount Original and Enl. 1-3 6-2-1882 11-30-1871 205.46 cfs 4th Enlargement 6-2-1882 6-1-1878 23.57 cfs 5`s Enlargement 3-13-1907 9-20-1902 95 cfs The Highland Ditch Company also owns several reservoirs. The original decrees for these reservoirs are listed in the following table. Each of the reservoirs has several refills and enlargements. 3 Reservoir Adjudication Date Appropriation Date Amount Highland No. 1 2-21-1883 11-15-1879 778 acre-feet Highland No. 2 2-21-1883 11-15-881 1650 acre-feet Highland No. 3 (Foster) 2-21-1883 11-15-1881 869 acre-feet Foothills 6-1-1926 1-13-1910 4239 acre-feet Beaver Park (49% ownership) 3-13-1907 6-30-1892 888 acre-feet (total capacity) McIntosh 3-13-1907 10-8-1902 2460 acre-feet MCINTOSH SHARES McIntosh Reservoir is owned by the Highland Ditch Company, but is located within the boundaries of the City of Longmont. Water from McIntosh Reservoir could only be delivered to Highland shareholders via an exchange with irrigators under the Oligarchy Ditch, whereby water is delivered to the Oligarchy shareholders from McIntosh Lake. In exchange, the Highland Ditch receives a like amount of water at Highland's point of diversion from St. Vrain Creek. Development has overtaken much of the Oligarchy Ditch irrigation area east of Longmont, thus removing the exchange potential and the ability of Highland Ditch shareholders to use McIntosh Reservoir. In 2002, McIntosh Reservoir was separated via the issuance of new shares of stock in the McIntosh Reservoir Company. Each share of Highland Ditch Company stock was issued four shares of McIntosh Reservoir Company stock. The City of Longmont and the Highland Ditch Company have agreed that the City will accept McIntosh Reservoir shares to meetiaw water deficits for developments proposed within the City, even though these shares are not historic to the developed site. This agreement provides a market for the McIntosh shares. However, McIntosh shares can provide little water. According to the Highland Ditch Company office staff, the average yield of the Highland Ditch Company's storage rights is 300 inches per share; and the average yield of the direct flow right is 300 inches per share. The total of 600 inches converts to about 30 acre-feet per year per share. The NCWCD records indicate the average yield of Highland Ditch is 20.76 acre-feet from direct flow and 8.8 acre-feet from storage for a total of 29.56 acre-feet per share. The Highland direct flow decree is very junior and will not be in priority in below average water years. In 2002 (worst drought in 100 years of record) one Highland Ditch share yielded 83.5 inches, or about 4 acre-feet. This water was from storage only. The two shares of Highland Ditch will yield about 60 acre-feet under average conditions; and about 8 acre-feet under severely dry conditions. 4 The combined average annual yield for nine shares of Supply Ditch and two shares of Highland Ditch is about 175 acre-feet. GROUNDWATER Mr. Mark Schell indicated there was an old livestock well on the subject property, but it had been abandoned and filled in. A check with the Groundwater Records Section of the Office of the State Engineer indicated there are no permitted or decreed wells in the South 'A of Section 8, T3N, T68 W, 6'h P.M., Weld County, Colorado. HISTORICAL USE OF WATER RIGHTS Information regarding historical use of water was obtained from Mr. Mark Schell and records from the Weld County Farm Services Agency. Figure 2 is an aerial photograph from the Weld County Farm Services Agency that shows the fields and acreages. Approximately 50 acres in the northerly portion of the property are not irrigated. About half of the dryland is fallow each year, and the other half produces such crops as wheat, sunflowers, and sorghum. The crops produced on the remaining approximately 140 irrigated acres include alfalfa, sugar beets, brewing barley and corn. Occasionally, pinto beans and irrigated wheat have been grown on the irrigated acres. Appendix 3 contains a table summarizing the crops grown on the Schell -Mead Annexation property from 1999 through 2004. The summary is based on the "Reports of Acreage — Farm Summary" from the Weld County FSA for years 1999 through 2004, which are also included in Appendix 3. 5 APPENDIX 1. SUPPLY DITCH DECREE BEAVER PARK RESERVOIR DECREE C) I � C. No. of 14 Appropriation of Il ate ,1W C4 STATE OF COLORADO, i dd, Rater District \u. 5. In the matter of h�'e571--"'/f�.J."__._.__......_.__...._....__._—._Ditch, The manic being in "fluter District No. 6." tFfiirh said "Water District No. 5" embraces portions of the Counties of Boulder, Lorimer and Weld. and is within and under the jurisdiction of the District Court of Me Fihrtl dvt %nt Didri.t of said State, sitting at the County of Boulder. Tlns cause coming on to be heard upon the "Statement" fled, and the testimony and %proofs heretofore taken, and Me ar,nments of counsel and of parties interested herein; and an "Abstract" of all the testimony and proofs ma,d•• and Findings" thereon, as required by laze, which said "Findings" areconsidered and made part of this Decree. R in Ordered, Adjudged and Decreed: ?hot ?hot the name of said ditch isTlm_-`r. ,/F f .................._.._......_._.._. .. Ditty wuNM'wmC. asea ewMcd The nrwzcs r f the owners of mid ditch, together with their respective interests and post -office address, tiro as follow: That .void ditch is in Wager .District No. A That the head of said ditch A located in See...2 P , Tp. Q_, N. 2 .... .7.Cz._ W., in_ !/c%'e...4. uctcs,., County, Colorado. - That the name of the natural team from which said ditch takes its supply of water is..5Tl. .7 .r,ex,,,,,_. • ........._............_......._.__....__._..__..._....___.._..._____.____.__(heck, That the general course of said ditch in. ..± -.1 �pt�' ORIGINAL APPRO RLiTIO V. ry ...afi That the date of the "Original Appropriation" of meter -: •••as of said ditch is the,.___._Z— day of .----- , Vila -Ma appropriation of water by virtue of "ORIGINAL CONSTRUCTION" is Y.funtber_,jJr,j_ - That the AMOUNT of water appropriated by virtue of 0n'ginal Construction was1G_L.!!9_;.e!K<:.I.CA.OrKsi> %r ;'n/ "Customary inches,n inn; said ditch on a A �,�,"- !' erg in grade of_---�(- f'.yC. f I .b fall jar ma vese::l (Signed) THOS. B. OWEN Jr., Referee for Water District 3o. 5. 471.': !L SATE OF COLORADO.._ County of Boulder. ` In the District Court of the First Judicial District of the Slate of Colorado, sitting at the County of Boulder. Nino on this _.t a,. _day of L- -s-, -, 18r .:zs._the sane being a juridical day in the =-e t.ea r_.....'YL(.. Terns of said Court, this cause taming on to be heard upon the "Repoli." "Findings" and "Deer heretofore made, and entered herein, by the Referee heretofore appointed by this Omit; aal any party interested, having been allowed to appear. either by himself or attorney, and move excep- tions in any matter to the findings or decree made by said Referee; and the (burl having heart the same, and being fully advised in the premises, .___...__._ approves the said Decree; and, IT IS ORDERED that the same be entered of record as_ the decree f this Court. (Signed) CHESTER C. CARPENTER, (SEAL] Judge. STATE OF COLORADO, ) u. Cmnuy of Boulder. I. EUGENE \WILDE;, Clerk of the District Court of the Eighth Judicial District of the State of Colorado, in. and fur the County of Boulder, (said County having been formerly in the First Judicial District,) and, as such C7-rk, custodian in fad of all the records and papers which are of said District Court, do hereby certify the foregoing to be a fail, correct and complete copy of a certain Decreta! Order of said Court, malt and entered iu said Court on the -• .e.-a:day r f the mouth oj.v%7--#--rx�,l...._.._.__.....__....__...., in the year of our Lord one thousand eight hundred and eigNy,_._._—the said day being a juridical day of the ._._�2..:_.._c� (.._._..._. .. Tee of said District Court lathe year aforesaid —.__.._in the matter of a certain Petition for the _d to tion of the Priorities of Right to the Use of Water for Irrigation in Water District Number. ...... J.._._of the State of Colorado, as rho end Decreto! Order now remains on fife and of record in my office. IN TESTIMONY WHEREOF, r have hereunto signed my name as conch Clerk, and have affixed hereto the seal of said District Court. at my office at the City of Boulder, bi the County cif Boulder and Slate of Colorado, this_ u day of the month of._4 r--.�;x� ' _in the year of our Lord one thousand eight hundred and eighty -warn. Clerk District roar. rj.LY STATE OF'COLURrict Water District No. S'. ) s T.. the ?:•m. C C. CARPENTER, Judge of the District Court of the first Judicial District of the State of Colorado : g. twee. Ir.. having been duly appoiinai, and legally qualified. Referee for 'WATER DISTRICT NO. 57 -slid District 'tnhracine 1.m4,•.r. ;d the Counties of Boulder. Lorimer, and Well, and being within and under the jurisdiction of the said Court -do. Lv virtue thereof, hereby repnn tarie raid H , CARPENTER, Judge as aforesaid, my doings and findings. in relation thereto: In re, JJC'�%/ Ditch. I do fin FIRST -That the sane of sai di ch idis to be hereafter known as The .., Ditch. SECOND -That the names of the owners of said ditch. together with their respective interest a d .n I e address arch, follows: THIRD -That said ditch is in Water District No. Five. ,//�� FOI"I: TH-T lmt +eh ad of said ditch is hhsgatesd iinn Section..I/C.-To..tJ` '4 R.%„Q, Win. .B'(..6s[reCiAl- Gnnny, C.•!oado:41i.trt ..//. "�/� ilIKA�CI.4.0 ass.. twA!.YJr{ UrveypAL.we�y/LO� FIFTH -Thu said ditch take. is supply of water from,11,1,Li7�?.-sra+ri. ` r-e-j�f- SIXTIi-Thnt the general course of said ditch I .:meaty ;pj�, \ SF.:'EXTH-Thai work was originally commenced on said ditch,`tfie..cfs/,.day of. . /,/F%qy and completed tit.,,../..doe of tl>.7C/c-� -Zep • and wht : run iw.it':rtho_ EIGIiT11.-ma ay wally cotytruct wawa ..mdcs long.. J.. feet wide on the bottom/,3 et whir on top. .C i.¢hes deep.crA27.2..,,A-e,Lassinh fall to the sad, grade. Hnparefentuswn,.n-it.........,..iueltes. L\.rH That the nature of the work as to difficulty of construction was e�Ay ;, „ •• •• , „ •,.;. TENTH -That the diligence used in building was sufficient. /'' // �� EL EV ENT;I-'rlm capacity of said ditch, as originally constructed, was...•F'.7 h., inches of wau1, p , „.et. , sy,.l -tee.- w a-r-stri un fuose,«:wW -.nP ' nit • —' 1 ofi w ihoN.e- is TW ELF TH --That the amount of water claiuoed for said ditch by virtue of ORIGINAL CONSTRUCTION °'rEEST H• -That the date of the ORIGINAL APPROPRIATION by virtue of said ditch was the ,,.t/� ` /�'... /^.day of • :.P&RTEESTH—That the ORIGINAL APPROPRIATION of water for said ditch is NUMBER fJFTEESTH—Tlut the number of acres of land lying under and irrigated or proposed to be irrigated, by water front said ditch is LLG�G That of this number there have been actually irrigated. c4...acres. , .t such land requires .... ' inches of water per acre to irrigate the same SIXTEENTH =That the amount of water appropriated by. virtue of the ORIGINAL CONSTRUCTION of said ditch ii/. fJT/b. ?Lent Lesis.: C,.).-Gstr9,rf^ehts. a �r?/ , hr.*Ise... Ifurtherfind:- 'That said ditch was ,...c \enlarged and nded. . Thar work was commenced thereon the day of - and completed the day of That as . .. enlarged, said ditch was . miles long, feet wide on the bottom and .... .... .... r...: aide rat top. and feet deep, with agrade of.. 1 of an inch Ldl to the cal. That the depth of water run therein, was inches That lite nature of the work as to difficulty of construction, was That the degrre it: diligence used was ....,sufcient. That the increased capacity tlerejsy occasioned was ........................making a total of ............ That:be uumher of ncrra of hand lying under and being, ro• g" g. or proposed to be, irrigated by water from said ditch as ....... •.,. enlarged is acres. That the nature of the sal of said land is That it esquires ,. ........ inches of water per acre to irrigate said land. That there has been actually irrigated from said ditch acres. That the amount of water claimed for said ditch as so enlarged. is inceet so much as will now through a ditch of the following dimensions to -wit: feet Wile on the baton, feet wide on has and f. -e: .cep, Wilk agmde of of an inch fall to the rod. That the supmat of water actually appropriated by said ditch as so ,... .. ........, enlarged is inches, or so muds water as will pass through a ditch of the following dimensions, towi;: feet wide on top, and .............. feet deep, with a grade of ' of :m -........ • • feet tvide on the bottom inch .a:l to the rr,d- Tlat the date of eppnnrimiots of water by the enlargement was the . .,.. flay of 'Chat the .CuuJnu of Appropriation. by virtue of ......... , enlargement is NUMBER REMARKS. Respectfully Submitted. THOS. R. OWEN, ht.. Referee, Water District No. $. • autsknai3 •paapuny Dojo puasnoµl .oZ ano {o auad aql m $ gloom alp Jo dap 97 -.'.'slip •opumjo0 Jo alts pile'.9 p du1no3 dip m 7apinoa aqi la b9n dw m %mo3 nulsiq pies Jo pas all many pasyu anti .., 3 SO aumu nm pan9js munmwl anti I 'A03113HM ANON I1S31 NI •aawo dm puu aiy an mawu Mint sZmI1n Ines 1903 I0 nuns 0µ1 In `/1"".sagmn{4 Dpls!0 aa1IA\ uj uonu2ual 103 aal0As Jo nil ayl 01199M 99M Jul saouga,{ aq Io uo::nanJ so, uown♦i unyao a JO nonw 041 ul un03 pies u! ryoaaa Jo panlua pox apuw'uno3 Nye jn aanpy Jo s2upuy urtun ;o SJo., .a pint Paaoa 90.11; aq of 9nm2uoi alp dliuno dgaaal op f•lalals!Q {nm!pnf lui4 aqi ni dpama0y uaay 9maeq Memo Nes.'anpml:: 13 nip J01 pare uj 'opaaop3 In 020S a41 IO lapls!Q iuj0lpnf sp49j3 a4a Io unn3 nplsKi all 10 vac'•fi N '.1 I ssi 'aaPonnfl 30 .Gnn..2 .00Yy0103 .10 re -a —a r n t to e aJ aa u sG W Q C S f No. of Third No. of Fourth E. J. MORATI-I, Clerk. 14 priation of which water may 1w deemed to have taken effect on, and said Reservoir Priority No. 30 to date from the 20th day of Apri1,.A. D. 1892. Section Si.rty-Sir: As to that reservoir• named THE BEAVER PARR RESERVOIR. It having been found in manner and form afore- said that First: The claimant of this reservoir is The. St. Vrain Reservoir and Fish Company, a corporation. Second: This reservoir was constructed and it has been maintained and operated for the stor- age of -water for agricultural purposes. • Third: The natural stream from which water has been. diverted for storage in this reser- voir is Beaver Creek, a tributary of St. Vrain Creek. • Fourth: This reservoir is situated on parts of sections 23, 24, 25 and 26 in Township 2, N. P. 13 West of the 6th P. 31, Its area, at high water line, is one hundred and seven and three - tenths (107.3) acres, and at low water line eighteen (18) acres. It has been filed to the height of twenty-five (251 feet above the lnttoin of the outlet, and its available storage capacity is estimated at eighty million four hundred and six- ty-one thousand, six hundred and nineteen at>t t -t (80,416,610) cubic feet. Fifth: The feeder of this reservoir is Bea• ver Creek which flows into it. Sixth: The natural flow of the feeder afore- said caries from ten (10) to three hundred (300) cubic feet per second. Seventh: The work of original construction of this reservoir was commenced on or about the 1st day of June, 1882, and it was completed -142— iu the spring of 1885. As then constructed, it could impound water to the depth of fifteen (15) feet, in quantity estimated at thirty-eight mill- ion, six hundred and ninety-eight thousand, thir- ty-three (38,698,033) cubic feet, and that quanti- ty was stored therein. In 1835, and before any water stored in this reservoir had been applied to beneficial use, the dam broke and the water impounded escaped. • Eighth:- On the 30th day of June, A. D. 1892, the work of rebuilding, reconstructing and restoring this reservoir was commenced and it was prosecuted with reasonable diligence to com- pletion to the same dimensions, depth and capac- ity as specified in paragraph seven hereof. W'ihin a reasonable time after such completion, unap- propriated water not needed for immediate use for domestic or irrigating purposes, sufficient to fill this reservoir to the height of fifteen (15) feet above the bottom of the outlet, in quantity estimated at thirty-eight million, six hundred and ninety-eight thousand and thirty-three (38,- 698,033) cubic feet, was impounded therein and applied to agricultural purposes. Ninth: On the 21st day of June, A. D. 1902, the work of enlargement of this reservoir to its present dimensions was commenced, and it was prosecuted to completion with reasonable diligence. Within a reasonable time after such com- pletion su(Heim t additional unappropriated water not needed for immediate use for domes- tic or irrigating purposes, to fill said ro-s:ervoir to the height of twenty-five (25) feet above the bottom of the outlet, estimated at forty-one million, seven hundred and sixty-three thous- —t13 — and, five hundred and eighty-six (41,703,586) " cubic feet, was impounded therein and was there- after applied to agricultural purposes. - Tenth: • As matters of Ian-, no priority of ap- • propriatinu in connection. with reservoir can be allowed to relate back to the first structure, the building of which was commenced in the year 1853, because the right initiated thereby was not perfected by application of the water to beneficial use within a reasonable time there- after. The claimant is entitled to a decree to the effect that, for storage for agricultural purposes, and under and by virtue of appropriation as by original construction, sufficient. water not need- ed for immediate use for domestic or irrigating purposes, be permitted to be impounded and stor- ed in this reservoir to fill it once a year to the height of fifteen (15) feet. measuring from the bottom of the outlet, in quantity esttimated at thirty-eight million, six hundred and ninety- eight 'thousand anti thirty-three (38,898,033) cubic feet, Reservoir Priority No. 31, New Series, dating from the 30th day of June, A. D. 1892; anti, further, that for storage for the purposes aforesaid, and under and by virtue of appropria- tion as by first enlarguunt sufficient additional water not needed for innnediatte use for domes- tic or irrigating purposes; be permitted to be im- pounded and stored in this reservoir to fill it to the height of twenty-five (25) feet, measuring from the bottom of the outlet, in quantity esti- mated at forty-one million, sevru hundred and sixty-three thousand, live hundred and eighty- six (-11,783,589) cubic feet, Reservoir Priority No. 48, New Series, dating from the 21st day of June, A. D. 1902. I it is therefore, Adjudged and Decreed by the Court that, for storage for agricultural purposes and under and by virtue of appropriation as by original construction, and for the benefit of the party or parties entitled to the enjoyment thereof, there be per • - mitted to flow out of said Beaver Creek, through the feeder aforesaid at the rate of three hundred -(300) cubic feet per second and into this reservoir, suffi- cient water not needed for immediate use for domestic or irrigating purposes, to fill the said reservoir once a year to the height of fifteen (15) feet, measuring from the bottom of the outlet pipe or tube,'in quanti- ty estimated at thirty-eight million, six hundred and ninety-eight thousand and thirty-three (38,698,- 033) cubic feet, with Reservoir Priority No. 31, New Series; and further, that, for the purposes aforesaid and under and by virtue of appropriation • as by first enlargment, and for the benefit of the party or parties entitled to the enjoyment thereof, there be permitted to flow out of the stream and through the feeder aforesaid, at the rate aforesaid and into this reservoir, sufficient additional water not needed for immediate use for domestic or irrigating purposes fur- ther to fill it once a Year to the height of twenty-five (25) feet measuring as aforesaid, in quantity esti- mated at forty-one million, seven hundred and sixty- three thousand, five hundred and eighty-six, (41,763,- 580) cubic feet, with Reservoir Priority No. 48, New Series: Subject to the general and paramount provi- sions of this decree, said appropriations of water may he deemed to have taken effect on, and said Reservoir �'riorit(cs Nos- 3d ant l7, to date front the 30th day 4.5 /WO of June, A. D. 1892, and the 21st day of June, A. D. ]902, respectively. APPENDIX 2. HIGHLAND DITCH DECREE rew J C , one V V. 5 V@ V 1.x;3: e 0S* 8 t.4 t; DECREE. Number of Ditch F =aa I a • ° a o r4. • v t 's d ti SPATF. OA COLORADO, Water District No. 5. 38- In the natter ojrfAe !i G[rnr Dilda.• Tht same being in "Water District No. 0 ti7k4 said "Water District No. 5" embraces portions of the townies of Boulder, Latimer and Weld, antis within and under the jurisdiction of the District Court of the First Judicial District of said State, sitting at the County of Boulder. This Cause coming on to be heard upon the "Statement" filed, and the testimony and proofs heretofore taken, and the arguments of counsel and of parties interested herein; and 'an "Abstract" of all the testimony and proofs made rout —Findings" deacon, as required by taw, wldch said "findings" are considered and made part of this D.- ree. - B is Ordered, Adjudged and Decreed: Are That the name of said ditch is doe e er.e .... Cei au—Ci the cause u_._.._..._._incmymvted. The names of the owners of said ditch, together with their respective interests and post -office address, are as follows: oc-r-� ;F-�-< iCrdP�a roc act ._ _. That said ditch is in Water District No.. 5. That Ike head of said ditch is located in Sec. _ � Ty.. , N. R y7Q_W., in__terG tr..+•-4eC3'ef-Y County, Colorado. That the name of the natural stream front which said ditch takes its supply of rooter is .___.,....._.._..._.._._..__..._.__.___..____._.r..___. (reek. to That the general course of said ditch ORIGINAL APPROPRIATION., That the date o the nal f "Original Appropriation" of water by mean of said ditch to fhe..._cJ._..� day of That the appropriation of water by virtue of "ORIGINAL CONSTRUCTION" is Nmuber-_ 5.ell - w .74:e 6 2c tby AMOUNT of water appropriated by vtrtniof Original Construction. aaa,.q!LrLs.(+. �;tros; l / 'CazNmar-y" tasks, running in said ditch on a grade ofr.f_yet e.?`' er..L-EL __fa' ' l f it per red. 1414 180 • ht That Me appropriation of water by eirtae of the F'(FcsT EYL4 Ittf G']I EYr 1s Yatet.,. Mai the additional amount of water alipropriated by virtueof the First Erdargernent is .._...�__..__ Customary beetles running in said ditch on a grade of tf an inch fall per rod. taking the total amount thus appropriated _...... ...... _............. __.Customary i SECOND ENIARGEME That the date of the Second Enlargement of said ditch is t1 ........ .._...day of ____._. ............ ._........_._._73_, That the appropriation of water by virtue of the SEWN }) ENLARGEMENT it Number :..__....... ___ That the additional amount of water appropriatere I y virtue of the Second Enlargemed is._.._.... Customary& • as running In said ditch On a grade of . of an inch fall per rod. Making the total amount thus appropiated....... ......... _._....... ._.___Customary inches. THIRD ENLARGEMENT. r That the dote of E Third Enlargement of said ditch is the day of 18 That the ap gnriatioa of water by virtue of the THIRD ENLARGEMENT is Number .Tiad thelidditional amount of water appropriated by virtue of the Third Enlargement is Customary Mahar running in said ditch on a grade of of encit fill per rod. lrluy-.the tot I annul rh,.s..Iriodoral FOURTH ENLARGEMENT. That the date of the Fourth Enlargement of said ditch is the /4..r. day oJ_../'<ai-mac ......._187! That the appropriation of water by virtue of the FOURTH EEL A RGEMEYT is Number &_9 z_ That the additionalamount of water appropriated by virtue of the Fourth Enlargement is('°L-C-' C" en r rLa r.s(.._(2. ‘244,151 Customary incite -411017,1V in said ditch on a grade of.... O.. erg (N+hanir fall per rat: 1 1"-e/ :Lat.1 , y )Larking the total amount thus appropriated .s%.._G !)......._._Customary incites. • That the date of the Fifth Enlargement of said ditch is the That the appropriation of water by virtue of the FIFTH ENLARGEMENT is That the additional amount of water appropriated by virtue of the Fifth Enlargementrat... �p 1 Cunslonwry inches running in said ditch on a grade of...✓... /�e�%�.___.._ ey .n C..h fall per rod. 7n -2-e-!& Waling the total anwuud thus appropriated c.%. ace c Customary inches. FIFTH ENLARGEMENT. t_day of_., _r-u.e ...__13,z; SIXTH ENLA It CEME14T. Thal the tale of the Sixth Enlargement of said ditch it then ------._day of .ce.u/_..... _..._1S).d s f i Thad the appropriation of water by virtue of the SIXTH ENLARGEMENT is Amber•.. •f -L Thad the additional amount of water appropriated by virtueof the Sixth Enlargement is C• - -e_-' .. `Y r / ---,Y.' /.•t!¢w!9.2..._%._(..L.¢'ov- ._._..Customary inches running in said dila on a grade of __Ce. �t —� fill 'treed: - i7 . s —p r'L-vK ot-7cuz4r oc.. a Making the total amount Nwr appropriated � ...�er u.. jL._Custmmpy inches. ... .ii -Cis. . - C3iytsd) TILOS. R. OTF EN, Jr., Referee for Water District No. 5. STATE Or COLORADO. 1 ss County of Boulder, Ds the District Court of the Bret Judicial District of the State of Colorado, silting at the County of Boulder. }in:: on lhi)...C!�C-.t!__..cK day of e_.72t-.c_e_. _ 1St:7-m the same being a juridical day iu the ..-.re f _'-�l�ey 2 r4 7 Tern of said Court, this cause coming on to be heard upon the —Report," "Findings" and "Decree"heretofore made, and entered herein, by the Referee heretofore appointed by -this Court; and any party interested, having been allowed to appear, either by himself or attorney, and move eacep. lions to a , matter in the findings or decree made by said Referee; and the C•outt having heard the sane. and being fully advised in the premises, ._.__.___...approves the said Decree; and, IT IS ORDERED that the save be entered of record as the decree of this Court. �L`--_ ,G/7/ .-rc. !mow Gl1 c✓Yttir (Signed) CHESTER C. CA RPENTEE, (sail] Judge. ieeierns-,--T Z Gtr � !/ /a &t /at iTi'ri. Gi • try- el':.l 94-11 e r• ,� tent e4x , er--0 -ir titeree-¢1 GCi/�eaxe" ent. -flee-tees., y r- FG. `r- d' '--eiiaeJ -/ l //.vile retie n rr Gc-.,.e rr..cce '�?w/.2! L age/Le / /`et. Zt j ,-fI-.' el O]�L�ieti /rte/"•2:;Ca.I/{'ice t:.a e l�..42 e G( ` ` ./y wa.IU %-9 c es-6/10/OJ??/!((/// V/ a-LCILs-r-/4 -O". int eel -- \, ��.�•-- yWin,,. ,�,/ , c e. ea0-t e!"1.aCcsr lr cs. c:/.#i •Ge.e-r erirci-S�-e.. L - Lam* in rn " 4N G e, t n_._t, La--'Z.e•a Gds'+ -e /1ti�4 vrn 2Ly !9r oft Ofrivon ciao Diz e sevi 182 /'airreetp 0 �.SS �t .YJurA../,Ce-r- ..�/ cee -!C T Vie/ «. err c 54c e -e r4.✓ �/ HK . /�e-rJ oC/ L!JLN c UJ�d .O� ✓LYE[ / mil. <9 c7X-1-4.5 �� e -en Gee -4v TO y'rt-cgt•C.:tu Gaze/. e C) L-rt AJ. fie' 7Se-. 2G/K eW d CS coLta A t Ica& -c /' ah/uGOC F /tic 7 el/ G -C a r -s C/ c' riC-12 51:171t � e. ahrl P.�l year ^f Geee7— owe d .�-,./e�ry �.: .w.. 21-� -e/// / e 3 !lii I �rx�Ces r�i �'2e/ / 1� Yt; az'2 J /7-ir.-c -lei. ca -7? zrZes.," er-e 4.cf-<'. /J /Ez a o -n TLc.G ffG'Yt<'L rltl.(.e. 7,.-'<-2-0 / c tlr..r9e.'ti� 7G.i<� K. 10- Cl.e - oe:e.te-c3- /- :ur�c�.r•/ cla crcCe a c6 4L) //�. /yam J ! feeae. L9 a- _ yyam�,� e/Of//ra, /- 1? -f es-2'✓J' /' Cn-TQ1%f/KV <2cW / ‘2--"'-7., On ace. ✓�4G0..... L J'/ R ¢p/. G[ 0-20 < G20e Gl i"CI G e _ _ _ ... r=-� o : _ tea? c -gam d-+ C� r -z, -; / -ea-a;o ace. Gil>�G�l- o c- • Ll9<.e G Otiecto o:s.�.ecrrt-./ V•..e‘,4.�y` c�GC// .fir a -ay / 0:0e -s —id iC -00,, "�%� au d ; C,eee, t ai N. V- met, 4—, avro-7'L-i2 <e r .. d-� li { + tai r��v�<y r ?be_re ea -rear ��-a.:� & N ? \74—• ;E -e'7,40 -2,c c,Q.O yto ---Q-,-rye4A=CK /4 cs lCJ 1 � 4 i ' :.%,. >/ Z",es-,,„ �CH� G o�4YY _' GF'/�( -.etc �. fLC! d : v Iye �I >1/4 , 72--54-31 L b CGC60 7,----,...e„,—...e-c, !LT.„ . pe,<( S ___ LC A jn <rf/ Y0h -, . r"� .41,-70-.7. m ter. < �o ate: / �� e�l� t 7'\` .S•e -' '. P� �� i> /`T-s.�?7 !-U Gr�/ue eC err �.o. 0ea./�7pKll p./s.-lr �L•oc�-L.=ere__ .tr' ce-aa Cam, r �y-, ra0.J a4- _ a Ut - s =s .gN STATE or COLORADO, I µ C unty of Boulder. T. EUGENE WILDER, Clerk of the District thou of the Eighth Judicial District of the State of Colorado, in and for the County of lionhden (mid County having ken formerly in the First Judicial District,) and, as each Clerk, custodian in fad of all the records and paprn which are of said District Court, do hereby cert+fy the foregoing o certain i¢in Decreed Order of said Court, made aril entered in said Cbnrt on N 6e a e»�eet ¢n • d compute copy f day of the month of_.�...� cases —"' _-'_.._. in the year of our lord . he said day being a ju idicaL day of thw v..cee e9,e.euud'w oat Monacan' eight hawked and aLghty�_.�-._sees..—t .,in the mutter of a retain Petition fm• the Adjudication Tumavf rvtid District Court in the year aJoremid—_.____sees._'-- of the P ioitka of Right to the Use of Water for Inigation in Water District Num bees...__ 0 o the State of Cororalo, as the said Deeretal Order now remains on file and of retard in my office. IN TESTIMONY WITEDEoe, I hate hereunto signed my name as such Clerk, and have affixed hereto the seal of said District Court, at my .plea at the City of Boulder, in the County of Boulder and State of Colorado, day of the month o,2 R • • ` _hs the year of our lard cue thousand tight Wand and eigldyseoem. 185 Cce Clerk District romi. 'unto DulLQ Jpa11 % .4/—'Z•panuny 321!0 pucsnoyl ant 'pin -j me JO n d aql u! `j22 J./ .Jo ylnow alp jo MT "-r•-••p29 sicopmoloo JO ais1S Puq'-1'114 7 Jo [lun0O .111)u! `21333300 ,o.n0j yl m aayio [w a v003 nmsgJ p!es Jo Iran aql want! pSX9 t anti pm' W013 Inns So awco Aw pa09!s oummaq ancq 1 'AO3113HM ANON 11S-.3.1. NI - 'aawo Am m JuoanJ J0 pus a pj vo nwn4u .n.w s?alp;:u ISM: n'olremjn3 JO aa1S on Jo /`S � •uagwnq !32125!(1 13204\ u! uopc9ual 103 J32sM JO asp alp to 3113!":1 P. sanunu,. alp r1 !soon -Iry rap JO) mount! 11!0'2133 a JaVJ2I'aw 391 111 0303 p!YS w 33333! Jo paints, puv apow'Unn(] P100 Jn manna Jo S9nyln!I mn na ju .i 0w1Gwm put uaiJoa'pn; c aq w 9mo2am; aql Agana kola!! op (33!ns!0 len!pn( !Y!g aql n! ApawJoj !nay 9uIAtq Munro ins! u'Pl Jo 610003 3111 mJ pus u!-'°PeJolo3 10 SIMS 3y11° 4wns!p isn!pn(gpl9!3 aql pl 4003 nplsgI 2414^ InID •XIIIN -A LI \MJ4 -I ss # 'Japlwgl Jo Amon] '001/710'103 JO 3.IA'J.S .• 0 0 0 c a '• o' z. o 0 O o 6 c z Z. Z No.of Fourth a U a U E. J. MORATH, Clerk. STATE OF COLORADO. I,„*/ Water District Nn. 5. f To :he Hun, C. C. CARPENTER, Judge of the District Court of the First Judicial District of the State of Colorado. I. '1'iuu. R. Owen, Jr., having been duly appointed, and legally qualified, Referee for'IVATER DIS VRICT NO. 57 —aid District ;odic -acing piismn:s of the Counties of Boulder. L:.rimer, and Weld, and being within and under the jurisdiction of the said Court —do, by einuic thereof, hereby repusrt . the a, Hon. C. C. CARPENTER. Judge as aforesaid. my doings and findings, in relation thereto: in re. ihe.............. /.T.f'., t Fx-HaCDitch. Ido mdr //''// __// . • FIRST —That the name said ditch is, and is m be hereafter known as The........ �� /!rC<.otiu`............. Ditch. , ei- SECOND-flat the namrs.of to *nem of sat ditch togethe itb their resptytire interes and Postutfice address are as follows: pf�r. s."l. ./jf. ..... CC s . K'O.Tsr� _7p ,,,,,_,,.q..r•)'>v�•:4:::-.(7:42:n � we' d'+-l.-x:tr.P+✓... C // THIRD —That salt ditch is in Rater District No. Five. FOURTH —That ghee bend of said ditch is located in Sttn.�i/�. Tp `3 .... N. R„�.U, W. in... .. R+t ��GG`4/ County. Colon,le,jueer:v irevr✓4 .rtagr..4c. is FIFTH -That said d eh takes idsupply of water from... e, SIXTH --That die general course of said ditch is..:/z. . -eas t SEVENTH —That work was originally commenced on said ditdi, the..a5q.day of.cL4 tt /(F./....... - •• I 'jeabw..r...dmdr............... �... and water ru ,'I.' h spt ./. Act of.. ......„.....-L..... A" J73 ... Sr .f et wide.."2—. on the tent/d.het wide on top. fj6 niches deep ,t.4. -cif s.F-sis.loceb fall to the cwt,, g8 de. ........-... iushue. NINTH —That the nature of the work as to difficulty of construction was. /.4:Cve� q fi TENTH --That the diligence used in building was sufficient. ' p- (�: ^yin .,3. E. e...,..-., ... _ pacity . said ditch, .. .. eau. .fL O.Q.n- mcMs of wit wcaratmehnoes.crnvaehl ' frwt...41e.w nclw—l»umn few •ci - p TWELFTH -That the amount of water claimed fur said ditch by virtue of ORIGINAL CONSTRUCTION is.lt C cqG .. /ft Cvec.cj • we T'IdERTEENT'H--That the dote of the ORIGINAL APPROPRIATION of water by virtue of said ditch was the.,. t2.f.!..day of CS —ere.. -• a te P7/ FOURTEENTH -That the ORIGINAL APPROPRIATION of water for said ditch is NUMBER g fl FTEE NTH -Than the number of acres of land lying under and irrigated, or proposed to be irrigated, by water from said ditch is .2 3..7,cThat of this number there have be5nactually irrigated/..17.7...2—.acres. That the nature of the soil of said land is ?sax r.-71"Carr,a.v.yy./ Rf: Fks:e/ `�% ,.t suds land rcpuies ..c9�5e.... .... inches of water pasf acre to irrigate the same cSIXTEENTH-That the amnuntof water appropriated by virtue of the ORIGINAL CONSTRUCTION of said ditch (s0Faee so (lrYnRly.P:ei: iNr inches. - 1 further find: - That said ditch was .. eslaagvv.a.ul eatendcd. '('ha work was commenced thereon the day of and completed the ..,,., day -of That as X i t'.,,/.xlvyed, said ditch was .' lr. .... miles lung, ../.2,--,-.... feet wideg' the bottom and ,../..Q fret wit • on tin,, n.rl SY feet deep, with a grade of li _. Alf ..- -11 fall to the red. alai-t4relcyrtiv-af--acmos.rea Y�•wLerwas inuea. That the nature sal she work as to difficulty of construction, was That the degree of diligence used was sufficient. ' That the increased capacity thereby occasioned was making a total of That the nauher of acres of land lying under and being, or proposed to be, irrigated by water from said ditch as enlarged is acres That the natae of the sail of said land is .. That it requires .. ........ inches of water per acre to irrigate Mid land. That there has been actually irrigated from said ditch acres. • That tint ani le": of water claimed for said ditch as so enlarged, is .........................inches, or so much as will flow through a ditch of the following dimensions, to -wit: feet wide on the bottom, feet wide on top and fro.: sleep. with a grade of of an inch fall to the rod. That the anent of water actually appropriated by said ditch as so ... enlarged is inches, or so much water as will pass through a ditch of the following dimensions. tuwit: .. km wick no the Isutto,n feet wide out top, and feet deep, with a grade of of an melt hill to the Rai. 'I 'cm the dale of appngirialinu of water by the ..........,. enlargemeynt was the ........ day of That the No ether of Appropriation. by virtue of enlargement is NUMBER SRI:\IAI: RS, 7�.,e(/�/ '...> .<rc.::..` N etcer.�Rr..CFrec;:.i..e4`......fl.f f'C!q Rreiq <.G[..PO..7. i.e.:n:J.i i/Grn•-1r-e... ar. lfj,j.7r..s•{74fi.. inl r "zxs'. 7e.Prr /t% *,rntA....(tit.w.frd. ....a.... t. ...... .... .../.t2C..a./.#,.faro q c t......a........,/.. X6._. ci:u.c/ re • et Respectfully Submittal, r1 • - . - THOS.. R OWEN, Ja., .11 f �/• Q Refert:e. Water District No. 5. !/ 7:ztia-.r • APPENDIX 3. CROP SUMMARIES WELD COUNTY FARM SERVICES AGENCY '0 C E N N- 01 O 0 N 0 N 0 N 0 N 0 N -0v _Q O 0 7,rcn yo F CO v 0) r. CO v O rrrr co Or CO 1..... Nr O r-- O) 01 0) r !! CO CO co CO oi wry co av nvo 0CI).� CO NU) CO N V co` cc E Or co 111 r 1-- V' sr. as <Oh V' Or (00) CO 14) r o ib r V CD CO 0 E; & O Z v Co O co !Tot t N a Sunflower! r VN N 0 N LL m vti Ln O7 ino r N c. N Wheat! LO N O N- N V) r N N N V 0 CO a E Wheat[ V a; r. CO (--: c --- v Schell -Mead Annexation Cropping r...- S. Beets( u-) r UO N N co O) .m vy 0) N Corn( q r 34.2( N ID r Cvi N- r M N CO Sp. Barley( ON 04 v CO o) 55.3 C•)OJ 0 r a0 20.4! Beans( co am c) VINr N 0)O t lh N N V co C0 T el: co OJ s Om V)O r CO 0) co CO CO Q r N N N [Total Acres (photo): N a) >- V 0 N C') 0 N 04 0 0101 r 0 O 0 N O) CO 0) r WELD. COLORADO FSA-578(02-01-91) FARM NUMBER: 10438 Operator Name and Address ID )PP FARMS LLC a02 GRAND VIEW LN MEAD. CO 8050 80542-9006 REPORT OF COMMODITIES FARM AND TRACT DETAIL LISTING PROGRAM YEAR 2 DATE: 01-03-2 Original: Revision: Cropland: Farmland: Tract CLU/ Irr Var/ Int Lnd Rpt Reported Determined 0/ C/C Prod Prod RMA 0 Number Field Prc C/C Type Use Use Unit Quantity Quantity M Stat Share ID Unit U 0 Ni OFAV F FAV .00 .2500 3381 .7500 8050 C/C Type Prac IU Non-Irrig Irrigated OFAV N .00 Photo Number/Legal Description: None Cropland: .0 Reported: .00 Difference: .00 Reported D.S.R: 12176 IA Ir BARLY SPR Grain A 19.60 I .2500 3381 .7500 8050 1E1 Jr SBEET Proces A 15.00 I .1400 3381 .8600 8050 1C Ir CORN YEL Grain A 19.30 I .2300 3381 .7700 8050 10 Ir BARLY SPR Grain A 16.00 I .2500 3381 .7500 8050 1E Ir BARLY SPR Grain A 7.00 1 .2500 3381 .7500 8050 1F Ni FALOW A 4.80 1 .2500 3381 .7500 8050 C/C Type Prac IU Non-Irrig Irrigated C/C Type Prac IU Non-Irrig Irrigated C/C Type Prac IU Non-Irrig Irrig, BARLY SPR I GR 42.60 CORN YEL I GR 19.30 FALOW N 4.80 SBEET I PR 15.00 Photo Number/Legal Description: PT SEW 8-3-68 A 27/4 Cropland:' 81.7 Reported: 81.70 Difference: .00 Reported D.S.R: PAGE 1 WELD. COLORADO FSA-578(02-01-91) FARM NUMBER: 10438 Operator Name and Address ID 8050 80542-9006 PP FARMS LLC 302 GRAND VIEW LN MEAD. CO REPORT OF COMMODITIES PROGRAM YEAR FARM SUMMARY DATE: 01 -03 - Original: Revision: Cropland: Farmland: NOTE: The authority for coTTecting t e o owing in ormation is u .L is au t ority a ows or t e co ect on o information without prior OMB approval mandated by the Paperwork Reduction Act of 1995. The data will be used to determine eligibility for assistance. Furnishing the data is voluntary. however, without it assistance cannot be provided. The data may be.furnished to any agency responsible for enforcing the provisions of the Act. Producer Name MARK W SCHELL LTD HOPP FARMS LLC ID C/C Share C/C Share C/C Share C/C ! 3381 SBEET .1400 CORN .2300 BARLY .2500 FALOW 8050 SBEET .8600 CORN .7700 BARLY .7500 FALOW Crop Type Prac iU Reported Determined Crop Type Prac IU Reported Determined Crop Type Prac iU Reported Deter EARLY SPR I GR 42.60 CORN YEL I GR 19.30 FALOW N 4.80 OFAV N .00 SBEET i PR 15.00 OPERATOR'S CERTIFICATION: I certify to the best of my knowledge and belief that the acreage of crops and land uses listed herein are true and correct. and that all required crops and land uses have been reported for•the farm as applicable. T signing of this form gives FSA representatives authorization to enter and inspect crops and land. uses on the above identified land. Operator's Signature (Date this program or activity will be conducted on a nondiscriminatory basis without regard to race. color, religion, national origin. sex, age. marital status. or disability. PAGE WELD. COLORADO ESA -5:78 (02-01-91) REPORT OF ACREAGE FARM NUMBER: 2062 FARM AND TRACT DETAIL LISTING Operator Name and Address ID JPP FARMS LLC 8050 302 GRAND VIEW IN MEAD, CO 80542-9006 PROGRAM YEAR 2I DATE: 01-03-2i Original: Revision: Cropland: 15 Farmland: 24 Tract Field Err Var/ Int Lnd Reported Determined 0/ Crop Prod Prod RMA C Number Num 1D Prc Crop Type Use Use Acreage Acreage M Stat Share ID Unit L 0 Ni OFAV F FAV .00 .00 1.0000 8050 Crop Type Prac ID Non-Irrig Irrigated OFAV N .0 Photo Number/Legal Description: None Cropland: .0 Reported: .0 Difference: .0 Reported D.S.R: 5596 IA Ni WHEAT HRW Grain 21.50 21.50 I 1.0000 8050 18 Ni FALOW 16.50 16.50 I 1.0000 8050 1C Ni FALOW 6.10 6.10 I 1.0000 8050 2A Er CORN YEL Grain 34.30 34.30 IP 1.0000 8050 2A Ni FALOW 34.30 34.30 S 1.0000 8050 26 Er CORN YEL Grain 34.20 34.20 I 1.0000 8050 3A Ir WHEAT HRW Grain 19.60 19.60 I 1.0000 8050 30 Ir BARLY SPR Grain 18.40 18.40 I 1.0000 8050 3C Ir BARLY SPR Grain 17.80 17.80 I 1.0000 8050 3D Er SLEET Proces 15.40 15.40 I 1.0000 8050 30D Ni FALOW .60 .60 1 1.0000 8050 3E Er SBEET Proces 5.10 5.10 I 1.0000 8050 3F Er .CORN YEL Grain 4.80 4.80 IP 1.0000 8050 3F Ni SORGF SUD Forage 4.80 4.80 S 1.0000 8050 Crop Type Prac IU Non-Irrig Irrigated Crop Type Prac IU Non-Irrig Irrigated Crop Type Prac IU Non-Irrig Erriga BARLY SPR I GR 36.2 CORN YEL I GR 34.2 FALOW N 57.5 SBEET I PR 20.5 SORGF SOD N FG 4.8 WHEAT HRW B GR 21.5 Photo Number/Legal Description: SEX. EISWK 8-3-68 A 27/4 Cropland: 194.3 Reported: 233.4 Difference: 39.1 Reported D.S.R: 3! PAGE 1 WELD. COLORADO FSA-5.78(02-01-91) FARM NUMBER: 2062 Operator Name and Address ID 1PP FARMS LLC 302 GRANO VIEW LN MEAD. CO 8050 80542-9006 REPORT OF ACREAGE FARM SUMMARY PROGRAM YEAR 2( DATE: 01-03-2( Original: Revision: Cropland: 19 Farmland: 24 NOTE: The authority tor collecting the following information is Pub.!. 10/-/b. this authority allows for the collection of information without prior OMB approval mandated by the Paperwork Reduction Act of 1995. The data will be used to determine eligibility for assistance. Furnishing the data is voluntary. however. without it assistance cannot be provided. The data may be furnished to any agency responsible for enforcing the provisions of the Act. Producer Name HOPP FARMS LLC ID Crop Share Crop Share 8050 WHEAT 1.0000 SBEET 1.0000 BARLY 1.0000 FALOW 1.0000 Crop Share CORN 1.0000 Crop Sh. SORGF 1.0 Crop Type Prac IU Exper Aband Pvnt CORN YEL I GR 39.1 Crop Type Prac IU Reported Determined Crop Type Prac IU Reported Determined Crop Type Prac IU Reported Determ BARLY SPR I GR 36.2 36.2 CORN YEL I GR 34.2 34.2 FALOW N 57.5 OFAV N .0 .0 SBEET I PR 20.5 20.5 SORGF SUD N FG 4.8 WHEAT HRW I GR 19.6 19.6 WHEAT HRW N GR 21.5 21.5 OPERA10R'S CERTIFICATION: I certify to the best of my knowledge and belief that the acreage of crops and land uses listed herein are true and correct, and that all required crops and land uses have been reported for the farm as applicable. Thi signing of this form gives FSA representatives authorization to enter and inspect crops and land uses on the above identified land. Operator's Signature Date This program or activity will be conducted on a nondiscriminatory basis without regard to race. color, religion. national •igin, sex. age, marital status, or disability. PAGE 2 WELD, COLORADO FSA-578 (02-01-91) FARM NUMBER: 2062 Operator Name and Address JPP FARMS LLC 302 GRAND VIEW LN MEAD. CO 80542-9006 to 8050 REPORT OF ACREAGE FARM SUMMARY Form Approved - OMB No. 0560-0C PROGRAM YEAR 20 DATE: 01-03-20 Original: Revision: Cropland: 191 Farmland: 24( NOTE: The following statements are made in accordance with the Privacy Act of 19/4(5 USC SS2a). the Agricultural Adjustment 1 of 1938. as amended. and the Agricultural Act of 1949. as amended. authorized the collection of the following data. Tht data will be used to determine eligibility for assistance. Furnishing the data is voluntary, however, without it aasis tance cannot be provided. The data may be furnished to any agency responsible for enforcing the provisions of the Acts Public reporting burden for this collection of information is estimated to average 15 minutes per response. including the tint( for reviewing instructions, searching existing data sources. gathering and maintaining the data needed. and completing and reviewing the collection of information. Send comments regarding this burden estimate. or any other aspect of this collection information, including suggestions for reducing this burden. to the Department of Agriculture. Clearance Officer. Ag Box 7630 Washington. and the Office Manage ment YOUR FSABudget, COUNTY 0 FICE.Reduction Project (OMB No. 0560-0004). Washinton. D.C. 20503. RETURN THIS Producer Name ID Crop Share Crop Share Crop Share Crop Shy HICKS & JOHNSON MEAD FARM LLC 7470 WHEAT .2500 SBEET .1400 CORN .2300 BARLY .2! WHEAT .2500 HOPP FARMS LLC 8050 WHEAT .7500 SBEET .8600 CORN .7700 BARLY .7! FALOW .7500 Crop Experimental Abandoned Prevented CORN 53.9 Crop Type Prac IU Reported Determined Crop Type Prac IU Reported Determined Crop Type Prac IU Reported De BARLY SPR I GR 55.3 FALOW N 21.5 SBEET I PR 36.2 WHEAT HRW N GR 27.4 ''ERATOR'S CERTIFICATION: I certify to the best of my knowledge and belief that the acreage of crops and land uses listed herein are true and correct. and that all required crops and land uses have been reported for the farm as applicable. Thy signing of this form gives FSA representatives authorization to enter and inspect crops and land uses on the above identified land. Operator's Signature Date 1 this program or activity will be conducted on a nondiscriminatory basis without regard to race. color. religion. national origin, sex. age, marital status. or disability. PAGE WELD, COLORADO ESA -578(02-01-91) FARM NUMBER: 2062 Operator Name and Address JPP FARMS LLC 302 GRANO VIEW LN MEAD. CO 80542-9006 ID 8050 REPORT OF ACREAGE FARM AND TRACT DETAIL LISTING Form Approved - OMB No. 05 PROGRAM YEAR DATE: 01-03 Original: Revision: Cropland: Farmland: Tract Field Irr Var/ Int Lnd Reported Determined 0/ Crop Prod Prod RMA Number Num ID Prc Crop Type Use Use Acreage Acreage M Stat Share ID Unii 0 Jr OFAV F FAV .00 .1400 7470 .8600 8050 Crop Type Prac IU Non-Irrig Irrigated OFAV 1 .0 Photo Number/Legal Description: None Cropland: .0 Reported: .0 Difference: .0 Reported D.S.R: 5596 lA Ni FALOW 18 Ni WHEAT HRW Grain 3F Ni WHEAT HRW Grain 2B Ir BARLY SPR Grain 30 Ir EARLY SPR Grain 3E Ir EARLY SPR Grain 2A Ir CORN YEL Grain 3A Ir CORN YEL Grain 21.50 1 .2500 7470 .7500 8050 22.60 4.80 34.20 16.00 5.10 34.30 i .2500 7470 .7500 8050 .2500 7470 .7500 8050 .2500 7470 .7500 8050 I .2500 7470 .7500 8050 .2500 7470 .7500 8050 IP .2300 7470 .7700 8050 19.60 IP .2300 7470 .7700 8050 38 Ir SBEET Proces 18.40 I .1400 7470 .8600 8050 3C Jr SBEET Proces 17.80 I .1400 7470 .8600 8050 Crop Type Prac IU Non-Irrig Irrigated Crop Type Prac IU Non-Irrig Irrigated Crop Type Prac IU Non-lrrig Irri BARLY SPR I GR 55.3 CORN YEL I GR .0 FALOW N 21.5 SBEET I PR 36.2 WHEAT HRW N GR 27.4 Photo Number/Legal Description: SE%. NSA 8-3-68 A 27/4 Cropland: 191.8 Reported: 194.3 Difference: 2.5 Reported D.S.R: PAGE 1 WELD, COLORADO FSA-578(02-01-91) REPORT OF ACREAGE FARM NUMBER: 2062 FARM AND TRACT DETAIL LISTING Operator Name and Address ID JPP FARMS LLC 8050 302 GRAND VIEW LN MEAD. CO 80542-9006 Form Approved - OMB No. 0560-0 PROGRAM YEAR 21 DATE: 01-03-21 Original: Revision: Cropland: L Farmland: 24 Tract Field Irr Var/ Int Ind Reported Determined 0/ Crop Prod Prod R11A C Number Num ID Prc Crop Type Use Use Acreage Acreage M Stat Share ID Unit l 0 Crop Type Prac IU OFAV I Ir OFAV F FAV .00 .3400 7470 .6600 8050 Non-Irrig Irrigated .0 Photo Number/Legal Description: None Cropland: .0 Reported: .0 Difference: Reported D.S.R: 5596 IA Ni WHEAT HRW Grain 18 Ni FALOW 1C Ni FALOW 2A Ir SBEET Proces 28 Ir CORN YEL Forage 3A Ir BARLY SPR Grain 38 Ir BARLY SPR Grain 3C Ir CORN YEL Forage 3D Ir CORN YEL Grain 3E Ir CORN YEL Grain 3F Ni FALOW Crop Type Prac IU Non-Irrig Irrigated Crop Type Prac IU BARLY SPR I GR 33.0 CORN YEL I FG FALOW N 27.4 SBEET I PR 21.50 16.50 I .3400 7470 .6600 8050 1 .3400 7470 .6600 8050 6.10 I .3400 7470 .6600 8050 34.30 34.20 19.60 13.40 17.80 16.00 I .1400 7470 .8600 8050 I .2300 7470 .7700 8050 .2500 7470 .7500 8050 .2500 7470 .7500 8050 1 .2300 7470 .7700 8050 I .2300 7470 .7700 8050 5.10 I .2300 7470 .7700 8050 4.80 I .3400 7470 .6600 8050 Non-Irrig Irrigated Crop Type Prac IU Non-Irrig Irrigt 52.0 CORN YEL I GR .34.3 WHEAT HRW N GR 21.5 Photo Number/Legal Description: SEb, EYSW3 8-3-68 A 27/4 Cropland: 191.8 Reported: 189.3 Difference: -2.5 Reported D.S.R: PAGE 1 WELD. COLORADO FSA-5.78 (02-01-91) FARM NUMBER: 2062 Operator Name and Address ID JPP FARMS LLC 8050 302 GRAND VIEW LN HEAD. CO 80542-9006 REPORT OF ACREAGE FARM SUMMARY Form Approved - OMB No. 0560-0 PROGRAM YEAR 2( DATE: 01-03-2( Original: Revision: Cropland:. 19 Farmland: 24' NOTE: The following statements are made in accordance with the Privacy Act of 19/4(5 USC 552a). the Agricultural Adjustment of 1938. as amended. and the Agricultural Act of 1949. as amended, authorized the collection of the following data. Thi data will be used to determine eligibility for assistance. Furnishing the data is voluntary. however, without it assis tance cannot be provided. The data may be furnished to any agency responsible for enforcing the provisions of the Acts Public reporting burden tor this collection of information is estimated to average 15 minutes per response. including the time for reviewing instructions, searching existing data sources. gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate. or any other aspect'of this collection information. including suggestions for reducing this burden. to the Department of Agriculture. Clearance Officer. Ag Box 7630 Washington. D.C. 20250: and to the Office of Management and Budget. Paperwork Reduction Project (OMB No. 0560-0004). Washington. D.C. 20503. RETURN THIS COMPLETED FORM TO YOUR FSA COUNTY OFFICE. Producer Name ID Crop Share Crop Share Crop Share Crop Sh+ HICKS 8 JOHNSON MEAD FARM LLC 7470 WHEAT .3400 SBEET .1400 CORN .2300 BARLY .2! FALOW .3400 HOPP FARMS LLC 8050 WHEAT .6600 SBEET .8600 CORN .7700 BARLY .7! FALOW .6600 Crop Type Prac IU Reported Determined Crop Type Prac IU Reported Determined Crop Type Prac IU Reported Del BARLY SPR I GR 33.0 CORN YEL I FG 52:0, CORN YEL I GR 21.1 FALOW N 27.4 OFAV I .0 SBEET i PR 34.3 WHEAT HRW N GR 21.5 OPERATOR'S CERTIFICATION: I certify to the best of my knowledge and belief that the acreage of crops and land uses listed herein are true and correct. and that all required crops and land uses have been reported for the farm as applicable. The signing of this form gives FSA representatives authorization to enter and inspect crops and land uses on the above identified land. erator's Signature Date This program or activity will be conducted on a nondiscriminatory basis without regard to race. color. religion. national origin. sex. age. marital status. or disability. PAGE 2 WELD. COLORADO FSA-578(02-01-91) FARM NUMBER 2062 Operator Name and Address JPP FARMS LLC 302 GRAND VIEW LN 80542-9006 MEAD. CO ID 8050 REPORT OF ACREAGE FARM AND TRACT DETAIL LISTING Form Approved - OMB No. 0560-00 PROGRAM YEAR 20 DATE: 01-03-20 Original: Revision: Cropland: 191 Farmland: 24( Tract Field Irr Var/ Int Lnd Reported Determined 0/ Crop Prod Pr Number Num ID Prc Crop Type Use Use Acreage Acreage M Stat Share Ir OFAV F FAV .00 1.0000 1: Crop Nirr Irv- OFAV .0 Photo Number/Legal Description: None Cropland: .0 Reported: .0 Difference: .0 Reported D.B.S.R.A: 5596 1B Ni SNFLR OIL Seed 16.50 I 1.0000 1: 1C Ni SNFLR OIL Seed 6.10 I ' 1.0000 1: 2A Ir BARLY SPR Grain 33.10, I .3700 7, .6300 81 3F Ir BARLY SPR Grain 4.70 I .3700 7, .6300 81 2C Ir WHEAT HRW Grain 17.60 I .3400 7, .6600 81 1A Ni SUMFL 21.50. I .3400 7, .6600 81 2B Ir SBEET Proces 16.60 I 400 7, .1400 8i 3A Ir SBEET Proces 20.40 I .8600 7 38 Ir CORN Grain 16.80 1 .2300 .7700 8 3C Ir CORN Grain 17.30 I .7700 2 8 3D Ir ALFAL Hay 16.60 I .3800 7 .6200 8 3E Ir ALFAL Hay 5.30 I .3800 7 .6200 8 Crop Nirr Irr Crop Nirr Irr Crop Nirr ALFAL 22.1 BARLY 37.8 CORN 34 SBEET 37.0 SNFLR 22.6 SUMFL 21.5 WHEAT 17.6 Photo Number/Legal Description: SEX. Ei4SWN 8-3-68 A 27/4 Cropland: 191.8 Reported: 192.7 Difference: .9 Reported D.B.S.R.A: PAGE 1 WELD. COLORADO - FSA-5'8(02-01-91) FARM NUMBER: 2062 Operator Name and Address JPP FARMS LLC 302 GRAND VIEW LN MEAD. CO 80542-9006 ID 8050 REPORT OF ACREAGE FARM SUMMARY Form Approved - DNB No. 0560-( PROGRAM YEAR 2 DATE: 01-03-2 Original: Revision: Cropland: 1S Farmland: 2' NOTE: The following statements are made in accordance with the Privacy Act of 1914(5 U 552a). the Agricultural Adjustment of 1938. as amended, and the Agricultural Act of 1949. as amended. authorized the collection of the following data. TY data will be used to determine eligibility for assistance. Furnishing the data is voluntary, however. without it assir tance cannot be provided. The data may be furnished to any agency responsible for enforcing the provisions of the Act Public reporting burden tor this collection of information is estimated to average 15 minutes per response, including the tin for reviewing instructions. searching existing data sources. gathering and maintaining the data needed. and completing and reviewing the collection of information. Send comments regarding this burden estimate. or any other aspect of this collectior information. including suggestions for reducing this burden, to the Department of Agriculture. Clearance Officer. Ag Box 763( Washington. D.C. 20250: and to the Office of Management and Budget. Paperwork Reduction Project (OMB No. 0560-0004). Washington. D.C. 20503. RETURN THIS COMPLETED FORM TO YOUR FSA COUNTY OFFICE. Producer Name ID Crop Share Crop Share Crop Share Crop 5Y HICKS & JOHNSON MEAD FARM LLC 7470 WHEAT .3400 SBEET .1400 CORN .2300 EARLY .: RADEMACHER FARMS LLC 1351 SNFLR 1.0000 HOPP FARMS LLC 8050 WHEAT .6600 SBEET .8600 CORN . ,7700 BARLY .( Crop Reported Determined Crop Reported Determined Crop Reported Determi ALFAL 22.1 BARLY 37.8 CORN 34.1 OFAV .0 SBEET 37.0 SNFLR 22.6 SUMFL 21.5 WHEAT 17.6 OPERA1OR'S CER111-ICAIION: I certify to the best of my knowledge and belief that the acreage of crops and land uses listed herein are true and correct. and that all required crops and land uses have been reported for the farm as applicable. TY signing of this form gives FSA representatives authorization to enter and inspect crops and land uses on the above �;:`,.., identified land. 'erator's Signature Date This program or activity will be conducted on a nondiscriminatory basis without regard to race, color. religion. national origin. sex. age. marital status. or disability. PAGE 2 WELD. COLORADO Form Approved - OMB No. 0560-00 FSA-578(02-01-91) REPORT OF ACREAGE PROGRAM YEAR 19 FARM NUMBER: 2062 FARM AND TRACT DETAIL LISTING DATE: 01-03-20 Operator Name and Address ID Original:. 1LIAM R BURKHART 8018 Revision: 13436 COUNTY ROAD 17 Cropland: 191 FORT MORGAN. CO 80701-8402 Farmland: 240 Tract Field Irr Var/ Int Lnd Reported Determined 0/ Crop Pint Prod Pr Number Num ID Prc Crop Type Use Use Acreage Acreage M Stat Prac Share I 0 Ir OFAV F FAV .00 .6600 80 .3400 74 Crop Nirr Irr OFAV .0 Photo Number/Legal Description: None Cropland: .0 Reported: .0 Difference: .0 Reported D.8.S.R.A: 5596 1A Ni WHEAT HRW Grain 22.00 I 2A Ir CORN Grain 14.90, I 3A Ir BARLY SPR Grain 20.40 I 3B Jr BEANS PNT DryEd F FAV 16.80 1 3C Ir CORN Grain 17.80 I 18 Ni SUMFL 22.00 I .6600 8( .3400 71 .7700 8( .2300 71 .6300 8( .3700 72 .7700 8( .2300 71 .7700 8( .2300 72 .6600 81 .3400 7i 2B Ir CORN Grain 18.20 I .7700 81 .2300 7, 2C Cr CORN Grain 16.60 I .7700 .2300 7. 81 3D Jr ALFAL Hay 16.00 1. .6200 8. .3800 7. lE Ir ALFAL Hay 5.30 I .6200 8 .3800 7. 11 Ir WHEAT HRW Grain 4.70 I .6600 8. .3400 7. 2D Jr BEANS PNT DryEd F FAV 17.00 I .7700 81 .2300 7. Crop Nirr Irr Crop Nirr Irr Crop Nirr ALFAL 21.3 BARLY 20.4 CORN 67 OFAV 33.8 SUMFL 22.0 WHEAT 22.0 4 Photo Number/Legal Description: SE1/4. E1/2SW1/4 8-3-68 A 27/4 Cropland: 191.8 Reported: 191.7 Difference: Reported D.B.S.R.A: PAGE 1 WELD, COLORADO FSk-57-8 (02-01-91) FARM NUMBER: 2062 Operator Name and Address ID f +- :LLIAM R BURKHART 8018 13436 COUNTY ROAD 17 FORT MORGAN. C0 80701-8402 Form Approved - OMB No. 0560-( REPORT OF ACREAGE PROGRAM YEAR 1 FARM SUMMARY DATE: 01-03-2 Original: Revision: Cropland: 1S Farmland: 2/ NOIE: The following statements are made in accordance with the Privacy Act of 19/4(5 USC 552a). the Agricultural Adjustment of 1938. as amended. and the Agricultural Act of 1949. as amended, authorized the collection of the following data. 11 data will be used to determine eligibility for assistance. Furnishing the data is voluntary, however. without it asst≤ tance cannot be provided. The data may be furnished to any agency responsible for enforcing the_provisions of the Act≤ Public reporting burden tor this collection o information is estimated to average 15 minutes per response. including the tin for reviewing instructions. searching existing data sources, gathering and maintaining the data needed. and completing and reviewing the collection of information. Send comments regarding this burden estimate, or any other aspect of this collectior information, including suggestions for reducing this burden, to the Department of Agriculture. Clearance Officer. Ag Box 763( Washington, D.C. 20250: and to the Office of Management and Budget. Paperwork Reduction Project (OMB No. 0560-0004). Washington. D.C. 20503. RETURN THIS COMPLETED FORM TO YOUR FSA COUNTY OFFICE. Producer Name ID Crop Share Crop Share Crop Share WILLIAM R BURKHART 8018 WHEAT .6600 CORN .7700 BARLY .6300 HICKS & JOHNSON MEAD FARM LLC 7470 WHEAT .3400 CORN .2300 BARLY .3700 Crop Reported Determined Crop Reported Determined ALFAL 21.3 BARLY 20.4 OFAV 33.8 SUMFL 22.0 • Crop Reported Determi CORN 67.5 WHEAT 26.7 OPERATOR'S CERTIFICATION: I certify to the best of my knowledge and belief that the acreage of crops and land uses listed herein are true and correct, and that all required crops and land uses have been reported for the farm as applicable. Th signing of this form gives FSA representatives authorization to enter and inspect crops and land uses on the above identified land. Operator's Signature Date ,s program or activity will be conducted on a nondiscriminatory basis without regard to race. color. religion. national 'origin. sex, age. marital status. or disability. PAGE 2 Statement of Community Need • • • Both the Weld County and Town of Mead comprehensive plans acknowledge that the Mead area has the capacity to and will grow significantly between the years 2000 and 2020. The projected minimum growth rate of 3% for Weld County likely underestimates the growth rates that the Town of Mead will experience during the planning period, largely due to the number of already approved subdivisions, the community's proximity to high growth communities of Longmont and Boulder, and the Town's close proximity to the high growth communities immediately adjacent to the City of Denver, such as Arvada, Thornton and Westminster. The Town's growth will also be significantly influenced, and its value enhanced, by its proximity to 1-25. Furthermore, Northern Colorado's natural beauty, educational, employment, recreational and cultural opportunities, and desirable climate will continue to attract people to communities like the Town of Mead. The particular demographic profile attracted to the area will be broad and will include retirees, empty nesters, single adults and families with children. The development proposal's response to the projected demand for housing, goods and services and community facilities in the Mead area is as follows: Expanded Availability of Goods and Services An estimated 11.2 acres of commercial land use, currently in limited supply in the Mead area, is proposed to support the existing and future development of the Town. A commercial setting this size and scale is capable of supporting a variety of neighborhood retail and service uses as well as professional offices. Increased Tax Revenues Consistent with the Town's comprehensive planning objective of balancing, building and diversifying its tax base (Comprehensive Plan Pages 10 and 11), the preliminary fiscal impact assessment estimates that this development will generate a minimum of 5.80 million dollars of net one-time revenues and a minimum of 1.84 million dollars of net recurring revenues. Expanded Housing Opportunities The conceptual master plan proposes the construction of an estimated 343 homes over a period of three to six years to support the projected population growth of Mead during the 20 year planning period. The preliminary development plan suggests a variety of lot sizes, price ranges and housing products, including traditional detached single-family houses. Open Space, Active and Passive Recreation Improvements At build -out, it is estimated that the proposed development will contain approximately 32.5 acres of common open space, consisting of parkland with passive and active recreational areas, as well as landscaped right-of-way, transitional land use buffer zones, wetlands protection areas, and attractively landscaped storm water management facilities. The development plan contemplates a comprehensive master plan of integrated parkland and open space sufficient in size and character to support what the Town's comprehensive plan identifies as desired, including a neighborhood park, parkways and/or circuit parks, open space and water features (Comprehensive Plan Pages 44-51) Statement of School Impact Local Public School Impact The proposed development will generate approximately 81 students. This is based on a student yield of .22 elementary, .10 middle and .11 high school students. The yield is itemized as follows 343 single-family detached units: • 75 elementary students or 14.2% of the standard capacity of a 525 -student elementary school. • 34 middle level students or 4.6% of the standard capacity of a 750 -student middle school. • 38 high school students or 3.2% of the standard capacity of a 1200 -student high school. 1 Development Impact Assessment Statements General Site Location and Description The Schell Annexation site is located in the South Half of section 8, the West Half of Section 9, the Northwest Quarter of section 16 and the North Half of Section 17 Township 3 North, Range 68 West of the 6th Principal Meridian, County of Weld, State of Colorado 6.1 Water Demand At this time, the Schell Annexation Property is located within the service district of the Little Thompson Water District (LTWD). The applicant is in discussions with the District concerning the project and will be obtaining an agreement to serve the site prior to final approval of the annexation. It is the applicant's intent to review the use of a secondary non -potable irrigation system within the development. This system may be contained on site, or may be part of the non -potable irrigation system being studied by the Highland Ditch Company. 6.2 Sanitary Sewer Demand Currently, the property is contained within the Town of Mead's sewer service area. The applicant is presently considering the options of: • Connecting to the Mead sanitary sewer • Installing septic systems with each lot 6.3 Natural Gas Natural gas will be provided by Xcel Energy. 6.4 Electric Demand United Power will provide electric service. A "will serve" letter may not be issued until the project is further in the design process. 6.5 Telephone Qwest will be the communications service provider. 6.6 Streets Access to the property will be from WCR 34 (Welker Avenue) and WCR 5. 6.7 Drainage Presently, the property primarily consists of undeveloped agricultural farmland. Historically, drainage sheet flows across the site from southwest to northeast. The subdivision will detain all developed storm water runoff onsite. Detained flows will be released per the Town of Mead construction standards and released offsite. The proposed development is not within any FEMA designated floodplain areas. 6.8 Law Enforcement The proposed property is currently under the protection of the Weld County Sheriff's Department. Law enforcement will be provided by the Town of Mead through its contract with the Weld County Sheriffs Department. 6.9 Fire The proposed property is within the Mountain View Fire Protection District. The applicant is in contact with the Fire Marshal about service to the property. The final requirements for providing service to this property will be negotiated between the applicant and the Fire District before final approval of the annexation. 6.10 Perks and Recreation Mead requires .08 acres per unit in residential areas to be dedicated as parks or open space. We understand that "parks" means developed open space with recreational facilities and "open space" means land generally left in its natural state or with very low intensity passive uses, and the balance between terms is worked out for each development. Using the basis of 343 residential units for the property, the required open space area is 27 acres. The proposed site plan provides 26.4 acres of Open Space and 6.26 acres of Parks. The total open space and parks exceeds the minimum requirements of 27 acres. The open space provided conforms to the suggestions in the Town of Mead Comprehensive Plan for Parks. A large park space is proposed in PA 3 (See Lot Yield Study Plan) and will function as the neighborhood park. Sidewalks and other pathways throughout open space areas will create a pedestrian trail network, which will provide access to the neighborhood park. An active play area will be designated within this space and may include a children's playground, picnic shelter, shade structure, benches, small sport court, or other similar features. Enhanced landscape improvements and open turf areas for active play are also anticipated. Passive play areas will also be included throughout the neighborhood park and the remainder of the site. A majority of the site includes a landscape buffer area along the perimeter boundary. These areas are ideal locations for pedestrian and bicycle trails and will provide connections to other site focal points and amenities. Detention areas are proposed along the northern boundaries of the site. Some of the detention areas will be counted towards the provided open space amount and will be based upon the depth and slope of the pond. Some detention areas may not be counted towards the provided open space amount due to their anticipated depth and frequency in which the pond will contain water. 6.11 Environmental Considerations The applicant has provided a preliminary wildlife and environmental assessment report with this application. 6.12 Economic Development Potential Economic development opportunities attributable to this development include: Business and Job Creation: The site contains 11.2 acres of neighborhood commercial land therefore; jobs for new business activity will be created on this acreage. Customer Base Expansion: New and existing businesses will also benefit from the development in that an estimated 561 new residents will live in Mead, contributing to the customer base that supports local businesses Revenue Generation: The Town of Mead will benefit from the standard municipal revenues associated with new construction and development activity, estimated at $5.80 million and annual reoccurring revenues of $1.84 million Development Compatibility Statements General Site Location and Description The Schell Annexation site is located in the South Half of Section 8, the West Half of Section 9, the Northwest Quarter of Section 16 and the North Half of Section 17 Township 3 North, Range 68 West of the 6th Principal Meridian, County of Weld, State of Colorado. The 202.8 acre development is anticipated to contain low and medium density single family residences. 7.1 Street Master Plan The proposed development is located at the northwest corner of WCR 34 and WCR 5. There are two proposed entrances from WCR 5 and three proposed entrances from WCR 34. All local street cross sections with in the development will adhere to Town of Mead Construction Standards. 7.2 Subdivision Plan The proposed development will provide the following advantages: • Housing variety- The lot sizes within the subdivision are anticipated to be approximately 7,000sf to 17,440sf. The lots will likely be sold to many different builders. Having a variety of builders will result in varied architecture and style throughout the development. • Land use variety — The proposed development will consist of both residential and commercial land. The neighborhood commercial consists of 11.2 acres. In addition the development has set aside approximately 26 acres for open space and parks. • Livable streets — The proposed development reflects a meandering street pattern on the Lot Yield Study Plan. A curvilinear subdivision street pattern promotes slower traffic, and thus creates a more pedestrian friendly neighborhood • View shed protection — The strategic alteration of lot size and layouts allows the subdivision to be laid out in relationship to the contour of the land and the goal of protecting mountain views. 7.3 Comprehensive Plan The proposed project is compatible with the Mead Comprehensive Plan in several ways and meets several of the comprehensive Plan's Objectives: Land Use Objectives met: a) Diversify Mead's tax base through development of well -planned and designed commercial development along State Highway 66, Interstate 25, Welker Avenue east of WCR 7, downtown, future regional arterials, and other major collector streets and intersections where appropriate: The proposed development contains 11.2 acres of proposed commercial development at a future prime corner of WCR 34 and WCR 5. b) Establish and maintain orderly transitions in use and density between existing and new developments, or in the layout of new developments, to avoid abrupt changes in character: The proposed project incorporates a buffer around most perimeter boundaries. Additionally, larger, deeper lots are place to the north adjacent to existing agricultural land. c) Provide parks, recreational areas, and open space to meet the needs and demands of the residential population. Provide parks and open space to meet the needs and demands of the business/day employment population, but not necessarily public recreational facilities for them: Proposed park and open space areas exceed the required minimums for residential areas. The Park and open space areas will be located to provide easy access to the residents. Housing Objective Met: a) Encourage a diverse housing stock which provides for a balanced range of housing opportunities that encourage the preservation of the character of existing neighborhoods and the development of future neighborhood forms which develop as a result of market demands: The Schell Annexation will have a diversity of lot sizes ranging from 7,000sf to 14,440sf, which are suited towards the custom builders. It is anticipated that many builders will purchase lots. A large mix of custom builders will result in flexibility in size and style of housing suited for market demands. b) Enforce strong building codes to ensure quality housing construction The developer is committed to quality -constructed housing. The developer specifically selected a diversity of lot sizes to encourage custom builders, which will take grade pride in their craftsmanship. Additionally, today's custom builders work closely with the governing body to ensure that all building codes are met. Economic Development Objectives met: a) Promote enhancement of the tax base through economic development efforts to attract commercial establishments along State Highway 66, Interstate 25, Welker Avenue east of WCR 7, downtown, future regional arterials, and other major collector streets and intersections where appropriate: The proposed project will provide the needed infrastructure and utility improvements to the Northwest corner of WCR 5 and WCR 34. Zoning for the commercial area will create flexibility in the timing and type of future users that build commercial establishments here. b) Define boundaries of commercial areas to prevent intrusion into adjacent residential and open space land uses, provide proper screening, and enact controls over such features as lighting and signage to preserve the aesthetic values of adjacent properties A buffer will exist between commercial uses and residential lots where these areas are directly adjacent. Enhanced landscaping will occur throughout this buffer area. The commercial areas have definite boundary. The overall plan is consistent with the following Land Uses, as listed in the Mead Comprehensive Plan: 1.) Low Density (.5 --1.0 du/acre) 2.) Neighborhood commercial 7.4 Land Use Code The proposed project is consistent with the Land Use Code including Buffer standards, Park and Opeh Space, and Bike and Pedestrian Ways. 7.5 Existing and Adiacent Land Use The existing land use for the proposed development is agricultural. Additionally, agricultural land exists to the north, east and west. A combination of large county lots and agricultural land exist to the south. The "Mead Pond" also borders the south portion of the property. tiff YIDOiLTiaar=PA2sAT0.- n9,Kh+a 0. a+mx..w1,4 UNITED STATES OIL AMERICA' To all to Whom them aseeente than come, CUSSTYl!Qt `wrp oilaa %i i t°_ /a -- •>• -: ax•..0 ��_ // ,, -__ r -7- /. .a.. w j it fist . 697..;_ a, -et—. I2>aeo. s.,4. # • 1/24.,-24-1.54----f //2+.eer...,,41.5. a---tt A vaz,� 4,.¢,,...e."mom/ �......vea: 0.7...6/ d .1,0"..,,,,,,,e, ,7'1 isle, -,,,,v ...._��_..�.-fi�e.- /.L, 'nt c w. wgg .—,..-e Lc/ /Zit; Li- au/ .L W< —lip-- 0•,,,,,, .�. Ae e.�«.... .•Ca -.9,'..../ at are<.-eG.,<-.-a Fi -:1 /a.c,.Aa'd.iie-®' t-.. Ces.K: 1.1., a.,,,.:.-4.. ,...mesa,..✓ e..s ., ' 4 ,u ..s- I !.d- <0.,,y7 4 2•�.-.4y ... -, 71Yik..-.-t, .. , ...: 4.e e.e...c.,... ..: 62...._ re according to the Official Plat of the Survey of the said Land, returned to theGeneral Land Office by the Surveyor General: Sow Snow '$e, That there is, therefore, granted by the UNITED STATES unto the said the tract of land above described: To Have and to Hold the aatd tract of Land, with the appurtenances thereof, unto the and to-Esc_----__kedrs and assigns forever; subject to any vested and accrued water rights for mining, agricultural, manufacturing or other purposes, and rights to ditches and reservoirs used in connection with such water rights, as may be recognized and acknowledged by the kcal customs, laws and decisions of (hurts, and also sullied to the right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as provided by law. In Tettmon7 Whereat; Ir._s � s.. _—.._-------PIB�dCIf 9f ffi6 UnIM Egos Oi Amc* have caused these letters to be made patent, and the Seal of the General Land Office to be hereunto affixed. Qiwn under /J� my hand, at the Otty i Washington, she —s — ------ day of_Gt :- , in the year if our Lord one thousand eight hundred and_ , and of the independence of the United States the one hundred and t' BY TSR PRE5IDBNT;.da y- By r, '$ €r ,r .c - Secretary. Recorder of the General Land Vce. ate/ _ •rot_._! -.._..._.. Page. u�9__ __ ir:Record .etemeted—.—_-.d. D. IBff , as _ / dclock. lf. Onr- ,os% k. . Owner Y.M. CO ri APR 10 1978 Rooda,d a X o'sfaek-..wF.M.. ,.— Rec. p. 1749918 Nm n", P"wmdn..xm,d„ EASEMENT James T. Johnson and L. B. Flanders as Trustees of Avalie T. Bixler Trust, and Ruth Bixler Hicks formerly known as Ruth Elizabeth-Bixler and also formerly known as Ruth E. Bixler, and Virginia Bixler Johnson.fo'rmerly known as Virginia Bixler, hereinafter calied"first party, in consideration of $7,550.00, and. other good and valuable consideration, paid by PLATTE RIVER POWER AUTHORITY, a politi- cal subdivision of the State of Colorado;.hereinafter called second party; the" . receipt and sufficiency of which whereof is hereby acknowledged, hereby,grants- to second party a perpetual and exclusive.<easement and right-of-way to'Cofdtruct, .operate, maintain, repair, reconstruct, replace, inspect and remove, -at anyfitime and from time to time, electric transmission.lines., consisting of one.l n of;. towers,poles, and/or other structures, wires, and ctbles,-intl'uding'both under- ground and overhead ground wires, for the transmissi6n'and distribution'gf elec- tric energy and for communication purposes, and all necessary and.proper founda- tions; footings, crossanms and other appliances and fixtures'fon use in connec- tion with said towers, poles, and/Or other structures, wires and cables, together With a right-of-way, on, along and in all of -the hereinafter described strip of those certain lands which are described as follows: Four strips, varying in width, located in the South One-Haif of Section 8, Town- ship 3 North, Range 68 West of the 6th Principal Meridian. Weld County, Colorado, being more particularly described as follows: Strip 1. Beginning at the Northwest corner of theSoutheast.One-flyarter of the Southwest One -Quarter of said Section 8, thence N 89"24'46" E along the northern boundary of said one -sixteenth section a'dis_• tance of 28.37 feet to a point,, thence S 14000'00" W a distance of 113.38 feet more or less to a point on the West boundary'of said - one -sixteenth section, thence N 0°29'26" W a distance of 109.73 feet to the true point of beginning; also Strip 2. Beginning at a point in the north line of the Northeast One -:.Quarter 'of the Southwest One-Quarter.(NEhSWs) of said Section 8 whence the —Northwest corner of said Northeast One -Quarter of the Southwest, One -Quarter (NEWS) of said Section 8 bears S 89°24'03! W a dis— tance of 71.00 feet, thence S 00°18'21" W a distance of 1231.68 - feet to a point, thence N 14000'00" E a distance of 210.92.feet. to a point,. thence N 0057'13" E a distance of 1027.80 feet more or less to a point on thenorth iine of the South One -Half of said . Section 8, thence S 89°24'03" W a distance of 61.56 feet to'the true point of beginning; also ' 71- • 828 EASEMENT, continued 11749918 Strip 3: The east 1185 feet of the North 85 feet of the Northeast One -Quarter of the Southwest One -Quarter (NE35W1/4) of said Section 8; also Strip 4. The North 60 feet of the Southeast One -Quarter (SEh) of said Section 8. Firstparty further grants to second. Party: (a) the right of ingress to and egress from said strip over and across said lands of the first party by means of roads and lanes thereon, if such there be, otherwise by such route or routes as shall occasion the least practicable damage and inconvenience to first party; provided that such right of ingress and egress shall not'extend.to any portion of said:lands which is isolated from said strip by any public road or highway now..' crossing or hereafter crossing said lands; provided, further,, that i'i any portion of.said lands is or shall. be subdivided and dedigated hoards o highways on such portion shall extend to said strip, said righiof ingress and egress on said portion shall be confined to. -such dedidated roads and highways; (b) the right from time to time to tr-im:end•te cut down and clear away or otherwise destroy any and all trees and brush now or hereafter on said. strip and to trim and to cut down and clear away any trees on either side of.said strip which now or hereafter in the opinion of second party may be a hazard to said towers, poles and/or other Structures, wires or cables, by reason of the danger of falling thereon, or may interfere with the exercise of second party's rights hereunder; provided, however, that all trees which secondparty is hereby authorized to cut and remove, if valuable for timber or wood, shall continue to be the property of first party, but all tops, lops, brush and refuse wood shall be burned or re- moved by second party; (c) the right from time to time to enlarge, improve, reconstruct, relocate and replace any poles, towers or structures constructed hereunder with`any other number or type of. poles or towers or structures either in the origi- nal -location or at any alternate location or locations within said strip; (d) the right to install, maintain and use gates in all fences which are re- quired for access into, out of, or along said strip; (e) the right to mark the location of said strip by suitable markers set in the ground; provided that said markers shall be placed in fences or other locations which will not interfere with any reasonable use first party Reeoded et eddock eaSigeo R%. No, M �_`1...-1U924rrw lei -ate° 'sta. Ai coSao,: Wald con Cork G Recorder predwe,p.i,z. a OIL AND GAS LEAS! * TStis AGREEMENT, nude and eared Wro l6'Ir.... 14th on N .... Marc hp.,,,. ...................,_.. . is 80. ,ter and Mtwoe, ,.,.,,ie„__._._. c FWTFL.ELIZABETH.HICKS_,.and ..,VIRGINIA .DIALER ..JOHNSON; .and .JAMES T. JOHNSON and.....•_..,.,,.,.._.. L,..B....FLANDERS, „TRUSTEES ........._................... of1899•Arapahoe..Dr.ive..Longmont, ..-Colorado 80601. Mrhuftte aged Isom (rather anent enema as _CALVIN PETROLEUM CORPORATION, .3316- Anaconda ...Tower, --- k65 37th St., Denver, .,.Calorado...80202 ........ ....Mwintbn wheal tarn. 1. WITNESSES'', Then the lean, for mod u1 t'enrldvnrwn ef a .10.Dar. ylt��(l%r@._..._... nah k kid paid. tarsi of which la Mato anhm.wlednd, and by ofI roameda and anwrm4. herelnafrr grained on the pan n.•,lw ore to be paid kept And Ptdormed, Mr nerd, demmd. lined and Iw and 1 reseals den droll, demiw, law and at w ale wide said lll,nmmwwwn with the *Mar e4t d mining, es iota by orvpbysmol end usher methods. oap1rndops. NS Pradamg Sodom ah ad dl ea of Ma *dare a kmd and Wet plir Jmoh therm a IefrAnrph howl, mowing ad boardq ains aempll �etlueddtli�elogg a pear olMal lf� feline Aaa mimed In th ogle pi i,w andIA .e0 produce. eve, marmot and lake nn at noMi add "reneges mad the mddaat to. or otpwnWt for' the eearmodaal 'operation alms thy aaiuimiy with. rabbeting Iu ink s t* pan anPurpwn, y and an'halcroon loud of Inds of lad awed fa the evenly of..o.._..Wel.d.... .___.._..... ..,._.:......... _..ten. of Colorada.....,y dewrlhd a foliar. ran Township 3 North Range 68 Nest Section 8:' D4511/4 ---..__..._.. _..._._... �..._._...... _.._..._..._ ...._ _ more or hemp 1j ( S. 1t i1 pitted that rids lapse dial anode n nom !Or w ten a! 5 ¢tear dote .tJ at loot theatre n dl or gm d w tar alum or kind, or chime' of tam is predated tram said land w wemltp pooled One cub w tan enra„ar art anndn, a. 'Mnrnaffrr If pica m Mara* a -i- sag m ➢eS a r+d land. a an *err pled therewith kneeddd. d di➢ r dry hole ar pole! fMn•an. w discovery gar rot there r CA nee any ouw, tide pt pled ate lrldate t taw rmaamew dd..neni a ding w ea era w n I.: Ig) da the re, ',Inc*It bet w n Mt pot tw tarot ammnwf tr memo t uapmet w tender nerd a w ore r renal• ayln dale as y telat a ter ar i di or a of rhea on mea iowl the dote d .aa,WMaa of o th, hale e' rn,ntn of them goo at 1M eapat troy et IM 'amity tarn d Ikli leer } n➢ or ea h not err pound on o, from told rd a. said pooled preemie' I' I,.u,. n them neaee In grilling a rewosold eaarllooe Ihrroppy IMO"ss .fir rota 1 creaser w chat 1 raafall a dNliag W kin; n Inning nnW eronu pro t he. en sold lead roe a *Math w dr- `� olnpe aeI w orating milt which maldn agar gent Dr rid it* •.t,ghnb ,:. n-mrklnp iRrWni dill he mwatrns o be eamtuaedy pestorn d If my era, hhan eta days shah dope* between the en;eor produced w e• ace -.n . i well and led be nm N ow'tweak la the wfMh w irraat(oprnkln d make w'e Y op_o( gal. nee hoehe erg eta ad. In p ere ea flog ate tnxh »Ell or 1 rot haled being ices the ar, awe part. of train any sum unit IM t hay lean d 1 trap 1 net erg tmMnnt lame ea leak nwrotnat r ml sae !a 1. erred lots wawa whist bwladtr all v s or Ill IandA 3. la eanrldenMtn I the pwndwl the sold ho...J(. anrrmata and awn' and anti dormfrom a ibrf preeneeedittl of Inter, or rleer he of col up 4M pmt• law' to Mkk loner inty armed wet,kdw entail mu•righh part of el ell prda'e1 pawI* preaaiint on the dor huh all It nm lath air plpt' lbw ,x Imo tintndpro to e loidu. th hot wan newt fh a Ate, re model gene for at of like pads t�,M lb) To pay tenor for pia d wherever mania at kind wdend tad spiel. et and dl the prenewe. of used in the manuadvie oil_line prod0eos IMrdlimm' ar eighth, at the mar, pate Al. the 'writ for the to 1014 ttn'd old Ihr pmeliet, a in to nrnWaaWre of produoa IMdrwr. floret at "mat a wN wduHnt as my is not mid w ad, h.in may pots or milder AS ra'tlty One Ethel Per yea dwcQ a royalty acre retaind he, mole melt payment ce lender to a male on a bo rt the ennl,eaer dew al a rase ant mar air the errata d days from the dale lbah �wa11 is slog h, rind theater a a harm IM saunnery deft d that lyre dupnn the prated tur well lb rkw In w 1be :wake owners mp to the misery mynas' we It do IM Feled epwlluy Milk herein dnlmwud b Mutt puymenl or lend* r rode. II will Is aanodarl IAk. Am In. rem produced wad. /M nwtalnd of this *e, 4. If amulet for IM drilling of a well fm on nu an are nm ammenret or if th ere a no WI et pa brarant' on rid lend ar n acreage geld therewith es'Mnbedkx pmt Pk' an or he* IMP , rill hoot ace hoot the dheeaf. aide. Irmo tn.dwnnOm l le. as to both peke, ethos the' lame en es heist IMt date shall pay or „-Jo n' ill. l. ,'.m w te me bit,,, aodh ea the . . 1st National . Penh at . .,„ Longmont.. Colorado 60601 . er tr •wager . whet chill worm as the dealers fen rntil regerdor of thorn in it. onnrisMP of eta led. the ,,,,.. to Eighty and No/100. * * * a * * * * *, * * * * * *..41.$80.00)..' COLLARS a 80..01) 1 %Alrh rhr11 on rear it n raiel and oneo the grades.• d deferring the .eme.rarfnent of operadons ft.r dotting of 1 well em Iwr ten mats Jaunt at dole. In the ,-ace end wpm Ile moments or hndiet the aaumnavama a armload Ins del Jinx M well tee M farther drhart'd for like 11'rlala of the mow melee ,Musk\ miswwte's. All puwnu'nl, ,n brow nun he wade to cheek or Midi as lima r, v ranee Ihertd mange n riper' µn it ia'DM air *,ppill ;_ tine did. I1 as amerrl,etl and paired that the winoloatre tint waled bent, the dean ...moth maven not only ate prieller growth re IM Cr is as fin nor w a dale 1e derwnl lint also On .we a deal Al adradnm that prated on aorald. end any nm all did, ride nmfrised. Ma+aid the , pm haul, brr'afrr ens- wrote n nna.ar. I -.w- or is. aw,enn omit kinnit heal n totalities In ant Ntllmd hank limited hi IM Win' teWNy with de ins named I:mk. am Mire of tnph demon to I. mo rd to Irwin at Wt IMMO adders !. l,aalp. al III opuon. Isely herStir IM rip* and power p' any Ire an from thew to time see rirurtm➢ Mgr. Hater before err alter production, „ ee cm .. ay„tawtNhe kept ...embed herein m4 a to a , w ar men Of for MrmllMa.t hereunder. la ,� an ppeeepl or unitise the 'sHrald edam and the Manta" strait Orr' by %It ,wait with tither L'd, dam or lawn m the imniedlae 'iv'ngy lot tow produ*ru a oil d Ant. Os apedty fo the pr.dudlbe at earl, when In rant% Judgment I, ,.a netetaty yr dvlwbl la do ea. and , rmpeetln of whether a.tarlly healer to ego masts with respect JO Nab Maar Irnd, taut pr laths Vew,rr etaelt previaWly faired to 'nrlike• Inrenalim1 1' e'during al or par, mey be reformed le enbuae push nen•p,nduelnp forma ins The We re or 'tlnrmlry a may unit shot; be +arunpb.had by Imam exeruuog Ali Nllai of record a Plusuarmlann of gush. unlliallon n/tweatt•.m nth de ereann Own despite. the oda Any una include land amp which r Well ham thereto - ere been aompletril Or WO, whipp opnnlwro far Mlle howl therelidote been emonmited Pr drilling ear reworking apemen. er a will shut 1 toe want e maeka wwhea ono anti which lneldee all Cl. a pain of ter Mow When treetd n It It Were ea non dr:llln➢ or ,ewariling; operallwn or a well shut In !w want o) a market under this lease In lieu m the eoyvlller dwtt'here herein - anal,' Maletni ehut.in Ile tore ie.. I .hall melee On intpt,mha pan IM una.* road Par ra only m the n earn W 14 h p''Id ietIon alkal . 10 this Nat: With O oestiion th.11 11e1 pot filen of lb. call panWlka.e that w tor number of mare ant' trend d by rim Ira or inhere 1p Pa unit ban to this tpbtl ace rof tea ace Mfg m murk end in octillion to the foregoing I ,:le than Mt� 9N meth Si' unitize, pIW, or wilding all or an pen of Ws aM1f OfNMOi lalldr ate a Nye or more d 11M k'malela tremor r -.''h oar 1x1 r m 1M M. n' aeMMl area by eni.rina r10 a N• Oppefl. te ar lin111 Ilan ooh ` tit' t Sr ar•Vn1MPNM'.1 by '421‘t41.111" ,R Dn.NIMNnhJ aunwnty ♦d. Alain lint, 4t."‘": o ilea, WI! Ilk. aWWnvt . fo mdty oaN. ate wrml.ael'e city a 7 a.•i or egrnran 4.2° A aovh event. la term., t'nndatma, eta pavlalaM or uu. eaa rail Mae I Islet tD n n{o cutt ,v:ear, mil ant. sued Pnvlel mp a grant rp.aet aypele of unit plan of dewitgnret 01 alwrallnn ad, Wrllptlna all enlllnf •sod plat s ter agar I. tole .alila impress a, mt'Ifd, than be anllaemd by romphpin with the entllnp and devathatanl ab lathy. Opsa,l of s ptet Ow t "tad ere omelet Shah} Ile IsemMew :Ste during lid fife of aeh plan weer -lent. by IMr erred that ate .the Mwdatd 1, at Iii peel tntfMl. mph homelier be agfarhd tender arly_rlu'h tn,rmrdwn o idol plan of dawr0, Painted or Oppnlan *Milady the production 'glares e a tneaN r AliffI*nl Pentane Of the lend tamord ito aim pile. Into IM rodurllon ,dInt N N In ant pnrtitiltar tee of land ell. The IM uyppIw am idltg the rose lie r be aid horenndn mot he rtparded a saving been on worth ha. I he darlieuriar ipnpoen of ,land m What Ail, a111`picate M awl- O Moll ' Mhos teal Of lend, and the royalty payments to be made alereunta • an its, • shell be bated u o,, p dy untan and le la.�ed ya any aLOOM v r wart l ean by Altrotinn$ tthe rammed wow rle .a arty Nina. unit plan of tlrta rµn, tl ea aanikgl uuaPr.titan A, ]Alan may, d any lira. relnn Out bag met ti tee \hram w sorer I. J u to run a an of Um. ;and. lent r•.cord Mfr. wheat an pa'nwnn cued litb'tnn Mroeptr P ,.ate, a. se IM Inds naone& thell ease sod drier ,.w. Fe the errs* eel n pa tele..', the mowed delay aced ahem mrnlliwd 1bm1lMrfn /dae yfpp'm1M , I. Lam. OSO f WON a leant. the1 le ,M. fan of two ea, ell end onto p•. hired .w tad laud ha as .!peer on thorn a apt wale from dimwit, pads, What, regiaewd by IM Poor, Iran dell toy tr Moe bas era methanol 1.•ruune mine Plat delab, Nn well Marl b. elellh4 mare than 200 feet le hen Susie ei bam east no saw Menus.. a uh'd tins a hats **ow i 1 the row. tepee shall p., fad dime* enapd by Me Maiden M paring emu p. mid '.rob. Lane -Mall have eat Oar as any woe se Mare a m.aMary and ream pert an mid peranwe, ierhdla IM rasa to flow and worn* tale 1, If the nub Of elite n eel baste le unlined. Id IM oftener of *Weald in thole n r taw k artist Allowed. deharh 1t M .Plead the' ate opt. r dlhlan m 1retell d the Na rode math' berg,' retm.ptnherk .lien .yrralr la edema he e'a±aMtm m dlm1pr'�nlin Mr ram't'at IM ore t r tenanhb d a nrmt k' leer R'wovrut1 rlr w.WfaNM, nvea'..,n m enrro, hat a m1lu tw ' rid ownerWp tithe ird err andlptttill Wq s'm'all ri wis Om r K M- mdiw *a Ma udYmtll M mr Mr hove la n Or wllh yredeW e.M'-. N we is di ed dr+lr'anr tills rlael u'wa' aif 1 b Mn:' ,en�� r / ♦ root enlav of ate toa . Intl w ei M rid duo • o ha.nl is di »Old Ikt"art w t opnrlraly Sari Ahri Er all ltd edh2t alt raiment a iMdyeI MI al n a I. sow due R iv buts m theft d, tn3tiu't not a dal er}mm Ihb Mier feat al a b rem t fe gee arse a tea helm MI Sr.m wan b the ed Wt* r v,y shoe, lknetf d„It make lee J. o1 dwfN�llrar'a1M■ ma trail a doll d W. allIf.MPtNt1M1n4 r.1 Id w an'ek tdor e MM. eta *ant r lied., tr$ reds he the a1Nnn d tau eMaw,rd r e vwute Of t I ml n M ti ire hail PPM Orda PI a briar0 Ml Iii Neie odor Npy to o l the r * litlamndp Jot Inre w rte tYwad in drahlmin of the that. ➢ , Lena, 4se rawmnh'elkIliefer Mmy9MelMr w" etelataf rrai Haig that tar 'ern Add hay Mr raid at my ume m py bq Inner One .agrkry�Pl,p' lets aMadoawrr si.r.a alb Ike r.ben„deanlbwl Iowa ! ward el dl d 1'arrse pk New srd log .nl'rvaka In the PPM PI Stay Wnt nia.rrniMS PPS orm dew M'Inr *dot la Mir mtbl Yaudrn. womb sear rIty S. hope ho Mw emwn nip /''tided. tar any aarnti of month width her fl sal IMr a he mi L Iraq Ill IIa Mddion rthed *Ida l Ira heMP t re e irre hied&III lit a, t In term woollies geed thirtyIke omen n. M sot tt en a 1 rook only la mfeet un, a'ha a ahrr raw re the n r'd n rd ten, A lnttlen N pnthwesa'mn Ike land. horn thorned In w k the lathed n leper ear M On dull he dodueld hum IM 01,.1 tt 0 EASEMENT, continued shall make of said strip. 1749918 .second.party hereby covenants and agrees: (a) second party shall net-fedce said strip; (b) second party shall promptly backfill any excavations made by it on said strip and repair any damage it shall. do to ftirst'party's:privete roads or lanes on said.lands; Second, party shall indemnify first party ay inst any loss or•simiNgetigiioh Shall be. caused" by. the exercise of saidIngress and egress or by aurliy opg- ful or negligent act or omission of mod. partj:or of its`a$its•or;e4Iay-- ees in the course of their employment. ,First party reserves the right to use said;.strip for purposes which will not .interfere.with second party's full en4oymetrt of the rights hereby granted; provided that first party shall not: - (a)., erect or construct any building or other structur.:, or drill or operate any well, or construct any reservoir or other obstruction, or add to the ground level in said strip; provided that first party may install fences and underground pipelines with the written consent Of second party, which consent shall not.be unreasonably withheld; (b) deposit, or permit or allow to be deposited, earth, rubbish, debris, or • any other substance or material, whether cambustible,or noncombustible, on'said strip, or so near thereto as to constitute, in the opinion of second party, a hazard to said towers, poles, and/or other structures, wires or cables; .(c),.grant any easement or._easements on, under, or over said strip without -the written consent of second party. The provisions hereof shall inure to the benefit of and bind the successors and 1749918 4-4 $signs of the respectiveparties hereto, and:all. Covenants Shall apply to and infh with the land. IN'WITPESS, INISEREWF first panty has executed .these presents this2ars,; day of March . X ,. 1041 4 t4 Ruth Bixler Hicks forMeply knewn as Ruth Elizabeth Bixler and also formerly known as Ruth E. Bixler L.B. Flanders as r1 Bixler Trust - ryThia Bixler JobMeh fOrmer'ly known as Virginia Bixler STATE OF COLORADO ) ss COUNTY OF B0ULD . The foregoing instrument was acknowledged before me this 29thday of March 19_,$_B by James T. Johnson and L. B. Flanders. as Trustees of Avenel. Bixler Trust, and Ruth B1xier Hicks formerly known as Ruth Elizabeth Bixler and also fonnell,y known as Ruth E. Bixler, and Virginia Bixler Johnson formerly known as Virginia Bixler. Wibness.my hand and official seal: 4, * 4 .....� sirs I `,'►Ljgsilp expi res : ".Cdv& July 14th, 1979. -4- , C erRetanNd 4.dG �Q' ofd eeof ... Alc. No, —...1404.535.—. 01,• Producers BB in, OIL AND bA? Lunt, Cr Weld Canty ebrh a Racoxlee C7. !I THIS ACREEMEAT, made and rained Into MI...14.th.... day at Marths ..._..._....._....�......-at .80.. by and brtwna .. . _.. .RUTIL.ELIZABETH.HICKS.and...VVIRGINIA.9IXLER.JOHN$0#.'and...JAMES-L .JOHNSON -and.........._ ......' L.....8.,....ELANDER5a..TRUSTEES__ ...... 41899._Arapaho..e.:ld1xe....Longinont..._Colorado ..80501 ',minim called loom/ {Mather on Or aloe) .ne...CALv.IN_.P_ETRQ.kENNI CORPORAT.ION. 331.5..Anaconda....Tower.._....... 5.5..7.7t1t_St.e ..;.Asflver...:ColuradLf_. 80202._.._ _..berak.ek. ratted leas, 1. WITNESSETH: that the Mein lot and at d .1.Qe.QQQ� �{ ote._..._._..eub b kind nod wren e: which le hereby aeknnwled a d. oLif Abe come* end aetvem enh b to S o r ma the put d ha Jnwi m be. PS. kept and performed. ha. Mond. denied, Intel er4 by there Presents don grant. demise, bate and t nendinly unto and kilte. with t e twist* de 1 of-ndnins, teetering it; awphYaieal and other • method. and .petal l let and producing Mennen oil end b au of whatsoever nature or bind, -ad laying pipe Ale% klrphae orb te]'eeaph lows. Moon* and boarmnp employees, bulldMt ants, power fats., psalm plant,, pond., roadways, cad anteaters. the es produce. sax. en.rkel and tyke cure of raid mocha. end the emlutve audn . and eabswie ihhts and prl4W.n misled In any man to WO, end themes epvistler, And any ell other net,,. and privileges neceman. Inodnt to, or convenient n� the enneen al .operation aloes or anoint* with nelaaodn lend far mob gee. all thet art= • Meat es treon of land darted in the Contr. M.._._.J4tld____....._.......__ slate of . dewnbad a. knows. m.wit, Township. 3 North, Range 68 West Section 8: 5E1/4 EXCEPT Tracts described in Book 10054 page 1111/alt g" -- Book 786, Reception #1707811; Book 752, Reception b j� o 1674096 less 2.83. acres as recorded in Book 752, c- Reception. #1674095 ell C, N Stoon _.._,..�_____......_._.... TowtublP__._ —� ' .. neap -_- __1—.._._._..., gm containing .._.._..].YRrt.Y..___.aae4 own or pia. n of 74 5J••~ E3 ei it is a.gn.d diet this 14se shall o o tome foe a pealed ter ynnn Iron dpi cad stoop duos(/. u.Nl m fn M rah r ar or Mary or C'] eIthor ga Weer 11 prode� form Gaul land m oumitl lessee Mold or dMImholeOperationshm canoeist.* a kadiscove provided. Win R prior rod to thereafter of A. sy Sr gas en may non omaN Poall of terminate to if aFmttd dent F dry It it m :additional dri theses, m ides diimvery di NI m u 144 dayn tWnaler Mould mm for nay cause. this thee shall ram teeioimk If hem. rommenctederofdrifting or ore the operadom within a mid* elan ihemlb. I on ly n be within eeIS) the primary term) max.atat firm the ormolu m tender of of pro a at Wore the ears dpi g al eowlna alb the n• 'y plods,. M throe menthe from the elan- et Won of a d° hob or stiles Pre engaged H' at the olyptra of the pnmuy bum o ti4t this ,d. old cc gal Is an{ being produc d on or fret, and arc or add pool nit Wt knee b the snnBoaod b drop or nwoekld operations- thereon. it i ya+ terse t:tot continue b tome ro long lhunitte u drilling car operation me sbeing eworkamdineomlY P ad an told kM ml on a odyddlpr m de - If net ant or operating days which a maw all m e pan of and; and drilling of or sewen inn *nth* beginning shall be operant. to be r ttnng or promoted if not mere than stoic day. chan.Iu a *new the completion m from any well.shell such well or wells drilled. Mae drilled or reworked et m fap Me nplrats a the ynmety tans of this Nap this lean MU continue In force w ions thereafter w oil ar gat b produced from the leased premises or faun any ruck unit which Indrdra .11 or a Poe of y aid lands S. In oonsldrmtion of the premises the sa-d inure covenants and amen lo) To deliver to the credit of tenor, free of cost In the pipe line to which lessee may moon tots wells, the equal one -eighth part of all oil produced and saved from'Sr nerd premises. or at the lessees option: may into to the lessor Inc such ne•elghth soydy: the market price Ito ad of tike pade and gravity prevailing on the day such oil is me into the pipe line or into nonge inks. Ott To pay tenor for gal opfl hdaoever *ton or kind produced and mod or .used off the Oremhee. or mad b the man getere of end Pm4uen therefrom, one•eghm. at the mar ulce et the well for the ps wit aped elf II .rembet. m to the malefactmx d praline temfxm. *Fee tin mm a welt producing pe only k not wild or med, lame may a or tender n remdte One 'Daher per Year Der ram royalty en Indeed herender 'kith payment or tender to be mole on en Mfear'the ann'vera *le of (�Imre.ije'1nInn nose ing after the •npsmdn of 90 drys from the deb well is shut litedit andand Mau t thereat, before aheerrein deteasignnatted date suchof hbpayment or tentderke prriod nib well i de, it mil tp considerreed the p yIs being prm or oduccedhe riv ty the.ewingg d Ipis • Iran operyt panred on 4. therewith es thereafter provided drilling of no or lwfondo.e. yea' from then date hereof. !this Irran droll itermi gas bring both peen, Inns Ilse rknee on m Mine that den shalt pay on trader to the Irises or to the lanes credit in the 1st National ......... _. . ._...... Bands a . _„......... ..... . . . ......Longmont...Colorada....:80501_...... em Na n,menen. which shall continue se lb-depmitmy far venal apxrdlen of chauam in the ownrnhip ul tall land, 1w sum of i DnA..Hundred .thirty -Eight and. 26/100. *. w * .*... *. * * ($1.38.26)..... P0LLAAB (I . 1.38.26._ 1 width shall operate as e renal and cover the privilege n of drfte , Ike mm m'wnmenl of Mwndtmr for d Illinl all a well hart twelry months from ;lid dab. In -like manner rind upon like payments m leaden the tommv,inmwn' el 'overdone for drilling of miry well mlit funrikhnn Milkerdd Pit like period. o Ni same mlmlbr own. successively. 111 -payment. or Iniden may he mud bi check rr. draft of Ilium M ratty babbler thereof, coq le or u.'ivered on or *fore the natal paying dtr. It Is madmen* and toned that IIw a nrtdsrallon Mt noted lentil, the dam p,Yln ntmoves h onlyonlythe pdt•mMMc monist" to the.date when mil fins rental I. parable ea ann'ied, Nu Rim OM Inter•. se tae el et.,.,lint at period x aforesaihat d, and any and all Ghee Hebb imblerd. Should the ttrpmlmy bank Fervent dm Wilms a am• mnna knee he a lissom '.ay 4. Mairental as rovaltln In any Nstiwml hank loner! In 1ht an a pony with the tint vented bank. due mile of such deposit to he mailed to lemur it 1,4 ;Mewn address, B. Leone, al lie option. le hereby *.on the right and power at any time an iron time to time ag a recurring right. either *More or Mee production, ea to all or any sari of the Intil described lineln and Si to any ongor more of the tnrmallnn hereunder, torso* or uMtiu he leasehold estate e the mina rteslp rend by 1 k lean wit. other land, tone or we An M immediate vicinity- ter the production of ohs a gas. or- eeperakly for the production of either, when lit 1peme'a•judgment It le necessary or advisable to do. to, and Irempertive of whether authority simper to tills take with reaped to such othef.tend. Met sr Item Likewla.. units previously tanned to include iann,tlnes not producing oil or Bea, may be reformed to encWOe such non•produeing fonnotione. The Mortgln�r or reforming of any unit Moll be acmmp1'shed by..Il moo nettling -and Millis of record a declaration Ill Welt unit gallon or, reformation, Phials declaration. Mall describe the unit. Ana unit may Include land uppgql1 w Ill a well hat thereto. fore been competed m upon witch operations for drilling have theretofore -ben commenced. Production, drilling or rawarkinng Operations of a well shut Ins err want of a mantel an whets an a unit which includes all or a part of this knee, din be treated et If ii were production. drilling or re War" Mg operation, Or a well shut In toe want of a marknt under this leap. In Iku of the Mgt, .,n Mewing* herein specified. Including ahut•t gas routine. lessor Mall receive on produellon from the unit eo pooled talkies only on the potion of ouch production allocated to Mk leery, au* ellocatlon ,half he litS p:in Men of the unit produclbm that tbt tote; number of WtDape acres covered by lisle lleean and Meluded In the unit bean to the total number of hoe acres In inch unit. In addilon to the forepini Jeans Wall Met the vlgbt m. undies pal. or -combine ell or any pert of the above deerlludo as to tae or nmra of the / Imo thnreOnnitel with dtber lend. -In the -same read area by enmrin■ Into . ea. o➢dr.11ve ore tint plan orWPlopnaml oroperation approved by .v%,jo.N'mwnwt Indite and. rryM time to Ilrt wits ilk. a • rou'wild . 1. modify mange ort terming a any tuck plan ate agreement end. le tug's anal. the Wma, r unit area. mid pyrey simb of this lease ails)) fur r cute , a diarmingl m andope development or car ementemaantm el die 'wan. eat terminate or Imeorae flail Men f cameleer, with the drilling and eevetepmrnt requirements o! rack plrn or agreement. pM ih a lean ebSl)' 001 er nPlw donata the fur of such plan n alveemnt In -Her evtio that and abmr dereNb d Indo oro any pert them "hell Finaetltt Ito pvvrated 'Wider en such nihe or mill pun of develop m^d tee' operation wlunoy the product n therefrom m blessed to different pot** e! te ./m0 coveredby sold plan. then the production been eel tea any particular tam of land pro the par of prompyl *plans so be pa d land; to ate be regarded in evind proer to from the'parlbuiae tram of Ipnd to which It b a 1oeate4 end, not a any -other snot of 's the many y cuopek to Sr made hereunder a tenor hall ba bond open yby lentr. ant a So alien lenu' mall nernully *peas i lessor's consent to My m�rmMw. or unit plan of devtbpmeni n operation ndopmp by tram and ..tpprovod by any pwmm.ntel uniltyywby t aiding lhe math upon teot,Z pWwt. rg I6. kh111de rherestwo,to seven ureline ra the In rata. mod. shell ease te Sly Sedum andsink derenntw. In mean coror al a the parte�vleo,., thhove e ual sdeny when aill,mpontoon ..f mnnenedd mml be red"M proportionately. 7. Len.. Merl have the rleht le veer floe M ewtr dm, nil and water loodmavd en used kind foe Its operation thereon, *wept wing fro., dunks, ponds, naervelle, er wells Miriam When nquetled by the lemr, lent@ shall hurl' lea pipe Mtn on mluvned *Mom below plow dept. No wall Mil be drilled nnu•r IFn ito fret to the ewe* or hem now an mod primes wlthoul Ow we nn content ci the Mena. Leone stall par hr damages cored by Ms epetatton ea emwlne amps ea mod land.. lame Mill have the might at any tine to remove all mssMwry and flits* pieced en laid premium, including the right to draw end remote Mtt:i%. B. N the Mate of either party Weln b mimed, and Ow psvneue el meditate' s whole at b 9e k etpwod ellnwrd, Mona iii mend that no mum ee dlvmnn in etee or the lend, rentaln. 'NAM lens re tnougithe`d gun Oren te en list Use itbenlon. or *ninth :; rights of the lent, mvenanla man sit Weed to nelr'hue eremlmr eel,InlepahH mnn main', inn no chmx• N the !m'• Np r land re .eeaenmen. resort W re tea u..n be hiding Ole the , N �Me ter rM king A,. n InmUnwar anti* yaws of nwme usab of MI@ de'rslrrdal irk fin Newt; end it fa hereby. tgne4 In the even{ this i le be ciligned ml m a part a pub ri the shoot".)' nibed lends end Ile ae+M or mignon or moth pad or pant day fell of make dealt b the payment M peptumwr jean M wets ter from elm sir semi, aclr drfm.te d 1 not tplram en Pleat afea dale leap lnxger gall soviet r part ee pert. of and land" as to which the udd Meter M any nmlawn reaene MO mite am? Mrmat m cud reel. 1n 1W rem! d Mai tf any perm mitt* en needs Milstein, leer my pay cr v+der ', , reMu s m me map M lb' dt'ro �twd e ' e rude of IA. Monad rap sucwkh lime a kmw 111 Mil. eel w mope evldnny or Ow amadnhnM i ei 0yiti tinlbn a m, eetwnm me mitemidrela of the metame m If Ihme fir non, ihM en, id le Wy.km yr tel evldnxe sa0nfadorr a it m to the hem a eireheei ,g :e dismal. p, Id•esn und.avaie etc eureka h4 aeltirth`tierdser*mete eurniutre'd awn that 11w burr shill haw rho a rr.s ... n.. n,w to age fig Inane, defy nrrIpm tamp: new o 1be above rserlied beds p IM en* a default ef W.wwm by ketw. .ad he ;manna d e. IM' rights of the holder IMrrnf and loamerr eared. II say such Nnnen , mak by Pe knee fur the 4ear mwe•.h+ dNMkd tars an e, .nn rat maw, wool, may hem)* die Or loam r tend hnml lemay�rpsr.. . ud than r1,esaid ��inn [wended Fi aA' he a tl'v now MAY Me n,mulmn whole iklets. intent bean le the wundivided atd w4mdne ton. Meeu*heed in 5,, . i t..'hntmn Men math land. Male xnbrd a hike interest et loser may he subject Midi be dr;oree d inert dr m elte *win erxrred. It twain stall empty with all laws sad re LtWnr of .Inn. Cotnnmentd body a.p'rtlog to earths urns authority over Mt both emend by OM. lean- err the ppeerson of the hope herein and b N as.wmorying be... ma not be mannslhlr tor dnnmdnin the lemilly. MYRdiy or ans.S.dwualily of any nth N. D rrgnlol:wi enacted at Weed by any torn cotemnentel body. In Mp nnlnhe Ow re.i.l.nce of lean( C{co. papom M nnpthi with stark 1tw, or *toot. 'more ma rely upon the eddies. d lessor herein set faith or coon the lag knows Mdn r of hunt. Nil Mwe ay acme in the drlennlnslbnt of ilia Na,lrn.0 t MMus of liner nor en WPM in Me mnt of any amps of manor dot a unable b leak MAO the al lldl Mw *Mob M nude Judy Mr annoy of w es o melt of Mrrn'a prod Milli effort) b ramPle wllh soy such 1 a+ dadaw shall IendMb IM ea oaullNM pounds for any eaves al aches aessort I aw. LII at hung abll Mee ate.pnli llaranan ►Nita 1ip's, Implied. Mad be dad at tit elm or Mint time la lino a onmMiamw with on Mtn M pnnnted'x�komed y me M M tortilla Mel' eMral,'Stab,o�C�atrw molslplg� min, multilane a ttaaave Chen enema ea dbefwi ! er uMn cob *Wearier :aml.Aloft - Act o Cad Mnw b1N, 1tnMee. a nWfN nndlMa,a l.,e& p chum eahel.ds b tla. Open matiat or Mbnu° dime. 'Mite , tleb. free* so dhMY a nos *Mil? amtinlld M hew, and thh Ina shed nee be MmMaa Po a to ms.; w IA Ida 4.mepf fa q== N w .eery met. abtyatbn a ornnema If armplMn Mien- with b pima n %band ►Y of Is In at XNi ins a ti n fonpiy annWlldu. - its ame W a WWI it be pmamrd ban conduction drag or n a operas dunes the now wan aflame Mier Me ean.naeu.l« Mw Amid. shod be SIN b lb ledm.re tarn of ale awe hart..... Met delay natael. n he-i. MA mat be ev ended by man- of. Me nu Mtn of dpaatoin pfd ii shit Inn u ednded Ma mars slim abet. M hr nsta d . Nsen.ka. Mew Mw pay n swum; Mby'venaroon Mrs antihuman dabs Ynof :a the Laser ft 'd la the eMamt the.. Fadded. spa ye ��• n�.a.�ed . le. MY. Samoa we ,east* Oh Wy. boots! 4 is t Mau d N Msp. a dw4 ry was a bon d the NOW 1d Mai14 MY. Wes tea MAY ere dm arewWR the bier eh boaeatM Islam fora Ibweahm rd MM�dn.' elom and Wier Meby Nrndyf NMw sad mein a dulrbands and by virtue of awwpMa wa W Stab. s N HMO 1 MY mat Mt POMONA or vAMh this Men M bode a rutted Stela. US SOF ""/ sal swab this fewonws1 w of M, MY MA_ = vet shove Melton. Nit —Ku El za th Hicks.—SgiS24-50-4632 Vi.r nia Bix1er h on, SSN 62-21 lames T. Joh son, Trustee, SS#1 84-6019297 L. . Flanders, Trustee, SS,' 84-6019: rr*Te or.. comer-ori6ider. ACKNOWLEDGMENTS INDIVIDUAL, Moth Dam WatDakola, N.bneke 21st. d March Ruth E1�nz eifi'A1tE and Virginia Biifler 7ofinson arid' . James -Tr -Johnson and k L—Flandersr4pustees----' b ^a known to be the pastas.... derelbed fe led who aanat d the far.mn. aetmmon6: ' r�.�!^o..WMd/red b my IAN ._.....t.�ii ._ emoted the nee as their fns ad and dead. Myra= axotnat••.-V '• or Y f_.�ifil i4°7- ..j... .y6....-bai :' . II BL\t/tf STAt% Y1�.fl�:�o_,:.....• Y .. COUN'{•., t actJ •1 71 "•.,n.,,. „.ten On this day of . lb INDIVIDUAL, North DO eta. Sad DaMa, Nebmrhn before me. Personally sweated , to me known to M 1M person .__..daedbed' Mad who awated the (Dating Imbomat. and aeMtoe'MdtM to me Mae _ .. ......-_..._._.aerated Me maw as .. . het set ad Cad. MY contented= expire: A". a J 1 Notary Public,. G I I' a 1' 14. It is understood that the lessor is engaged in farming operations on the leased premises. Each. party agrees to conduct its operations in such a manner as to minimize interference with the other party. 15. Lessee shall at all times conduct its operations in a good and workmanlike manner, end'in the event lessee conducts exploratory operations on the leased premises, lessee agrees, at the end of the lease, to restore the surfaceOf the land to as:Meer its original condition as practicable, natural, wear and tear excepted.. • 11. tsa di amply with n0 laws and resolatt el ony Conmmntd body srportina to earl a What ar tlas y wen the hn awe Ieare a the papa of the Lear ;mein ad to m ewnyMnq kern Sall net .w be penWMn for determining Me !Wily. • Wily or mnkllutforallty of say oats law or »pr anaa •neetml w lased by say mah Covemasatal lady. In ddns,iLltu n doe initiate of Isar far purpo»,amplylas with lab laws or raidsei,ms tew.e may My upon the adieu d team berain set buns or upon dle last antra Mans of lass. Naha any war in the drit alaunn al la resident, or uaaa of knee nor eo eat In the pa ment d any sumo of maws duo or parable te leum ender them 01 this lease whirls N • during the aline of w e. a »alt el lima 4006 filth aftoot, to amply MO any aria bar 4 re/ulapos shall yule fhb lama e•eenklnN !surd any caw of odd. Vint Imaw. AO q be»e's aMlpHao dad aewmMl lenund» xm�• ledid, •laaM.an�,rdr�Ita IM y»e a hoer tlms le time m wmpllenee wl•l •ti n. Al y W sidull d�. e Y In eeoObl wi4 1, f erJn.tty 4 .0 b ss l•sne N», ,nvmMGma }r LwuMn Ordeal snn d a anwkl ay„ar4 M•Mf 1,1 �wWlhe abYNn1 WMdl.tlo4, et Alt Cud.. N•te,. w4lnars w media wMlelna. N«,Milfly le obkln mama+ a le lb* apn n,nrt sr. IMISC wn. kkMh rill rbt w WMr lieu 4 a1, intr e4 syy,1� and by Y»s aa,( Wk Lw t "at M 4a M•ept41�� 4.6 pole, aw 1 MW IL�Ia b slaw/n bi a0un m aside .yp ranged. a�llpfLnl 4 t.wun•i a aemplf•w e4w- pask pre of war by w L le aaMlat wills any M M LnpW/ ngmflkn• Ter 44a dotted{ wIJA 41.0 M t*eennmdd t»,It sonduta rim amr�yn/ op ratio w deans to pastry tots d thb gloeds{4s�mwealospdAlpMq stead. Al�O be addM to Oita raw loan d tM 1nwL the swat ntaZiabove�t'nny 9 bby Lan K dIn� w,Yamf n, ha..ME M astir delay inS at q d udy.rrasy d d dha b he min., and 1L Mmald wt, past, the 4 t°OeM L ,Draw b 4 osestbs ei nW mina to Iaun. 4 ASS any dOno of sore d the 'parties • p aboTYR �nitds lPaon not saMnk Wr set I.bpp Meg • epos *MY rwa•aMale forautIdnf damn. waive ma Solo �d trite kmaanW�ea•m•mpuenn ated lean wa for W 4 WON as the soma may In My way arras• Wma yNNawa Jes Mllah IMO ISW b M teal •assn. *tone at IN ytgf4gy yAxl4COT wla,L Mb Wbpmeu as et the day mad yam enter Yaltaa, /C n-- amen T. Ji i�� '�FliTc ccs, 35� 2�0-4632 iii�m xierT S0n, ��22-62-2866 son, frusta@', SS4 -41.1bm297 L. . rlenders, Trustee, SSM 84-6019297 ACKNOWLEDGMENTS STATE or _Cnlnradn / a. COUNTY INDIVIDUAL, Ndeth Dilam, South Dahlia, NAmab Ruth Eltigti€tli7iiiks"alld Yidiginie—Bintirtt&RTS6n;;_.and" i __@SL bets. mt. Pendesw appmmd.._.... ._._..�_.._ James•->*.joi(ylninind•.�n. B.._flander$,...trsluste:.s---, to me mown te be the Meson .S.daart ad la and wipe canted Oa k»Nln, n IMNmenip pmarafreic w that ...Saha....__ _..snouted the same m ..... t'aett_ . kw a! end dad. su2al$ k '_! L ...C. • ta. '-O-o-o- 'T a Pi 1 . STATE O$1.wn..O.ne 4C ;a�-- COUNTY OFt.2._., „.._,.>:L.. On Ole deb of J" INDIVIDUAL, Noah DeMw, South Dolma, Nebraska ID . bdons me, personally append .........._.._.._.__.............._.....___._.._...—'_..._------.__..., to ma Ineowh to he the anon __desisted h end who enema the fosmoMl • Ininamam, and solmowledeod to nos that..... _.._..._..............aenatld Oa same w...._......_.....__......-........._.__. ..,...(no net end deed. My epaulette's Pispins, a et Naar/ Public. cd' 1 I a 14. It is understood that the lessor is engaged in fanning operations on the leased premises. Each party agrees to conduct its operations in such a manner as. to minimize interference with the other party. 15. • Lessee shall at all times conduct its operations in .e geed and workmanlike manner. and fn the event lessee conducts exploratory aperatlpns on the leased premises, lessee agrees, at the end of the lease, to restore the surface of the land. to as near its original condition as practicable. tostierat vier and tear excepted. i AR1979722 B 1041 REC 01979722 08/31/84 10,32 $6.00 1/002 F 2172 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO . WARRANTY DEED NO COLO. DOC. FEE JAMLS'T. JOHNSON and L. B. FLANDERS, as TRUSTEES; AVALIE T. BIXLER'TAUST; RUTH ELIZABETH BIXLER, also known as RUTH E. BIXLER and as. RUTH BIXLER HICKS; and VIRGINIA BIXLER JOHNSON, formerly VIRGINIA BIXLER; whose address.is c/o Ruth Biller Hicks, 301 Sumner -Street, Longmont, _County'of Boulder and State of Colorado,'for the consideration.of ONE DOLLAR, in hand paid, hereby sell and convey to HICKS AND JOHNSON MEAD FARM; a partnership, whose legal address, is c/o Ruth Biller Hicka, 301 Sumner Street, Longmont (80501), County of Boulder and State of Colorado, the following real property in the County of Weld, and State of Colorado, to -wits The E.1/2 of the SW 1/4 and all of the SE 1/4 of Section 8, in Township 3 North, of Range 68 Westof the 6th P. M., except the following tracts of land: 1. A tract of land containing 6 acres, more or less, conveyed to the Town of'Mead by warranty deed recorded October 13, 1922, in Bopk 509 at Page 568 of the records in the Office of the County Clerk and Recorder of said Weld County, Colorado; • 2. A strip or parcel Of land containing approximately 2 acres, more or less, conveyed to the Town Of Mead by warranty'deed recorded January 10, 1936, in Book 987 at Page 246 of said records; 3. A parcel of land containing 5 acres, more or leas, conveyed to the Town of Mend'by warranty deed recorded November 12, 1954, in Book 1404 at Page 250 of said'records; 4. A tract of land containing 3.61 acres, more or less°,,conveyed to the Town of Mead by Bookquit claim ddNovember 752atReceptionNo.1674096 of said in records; 5. A tract'of land containing 12.96 acrea, more or less, conveyed to the Town of Mead by warranty deed recorded January 3, 1977, in Book 786 at Reception No. 1707811 of said records; 6. A parcel of land containing 1.9 acres, more or less, conveyed. to John Minch by warranty deed recorded December 12, 1977, in Book 816, at Reception No. 1738377 of said records; 7. A tract of land containing 10 acrea, more or less, conveyed to the Town Of Mead, a municipal corporation, by warranty deed recorded January 14, 1981, in Book 925 at Reception No. 1846896 of said records; BUT TOGETHER WITH the tract Of land heretofore conveyed to Grantors by the Town of Mead by quit claim deed recorded November 6, 1975, in Book 752 at Reception No. 1674095, containing 2,83 acres; and tract of land heretofore conveyed to the Grantors by John Minch by quit claim deed recorded December 15, 1977, in Book 817 at•Reception No. 1738778, containing 1.2 acres, more or less; according to the Official Plat of the Survey of the said Lands, returned the the General' Land Office by the Surveyor General, which said Tract had been purchased by the said—..-��Gtd.,ee. iwawn% oral- ret• Clintiniiv ppsidedin the. General Land Office of the United States G dertitleate of the Register of the Land Office at �re'l�.diir_C —_..— re appears that full payment has been made by the said •to rut of the .dot Clongress of the 1.lth of April, 1830, entitled "An dee making further pro - n. far the sade.of the P4blic Londe ) e ns.t .ifr -4 /wn424. ..-""r447-ra its ,La,.medf r,�.� ✓ „4 t+= -- �-- *Is, 4, Now *row to, That the United States of America, in consideration of the premises, and in conformity witth the several dots of Congress in such case made and provided, have given and grunted, and by these presents do give and grant unto the raid._—__.{GT.rLd ,.,C'r - - ------ ---- _--.---- -- and to--_- heirs, the said Tract above described; To Have and to Hold the same, together with ail the rights, ppprivileges, immunities and appurt+nangsa.�vsr nature, thereunto belonging, unto the said and and assigns forever; subject to any vested and accrued water rights for mining, agri- oulturad, manufacturing or other purposes, and rights to ditches and resonant used in connection with such water rights as may be recognised and acknowledged by the local customs, laws and decisions of Courts, and also subject to the right of the proprietor of a vein or lode to extract and WOODS his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as provided by law. in TeMimn Mim eof, I,_ _- Lw,! /i .__ ..-...—.Pmdielt Ollie Nei at of lEliee, have caused these letters to be made patent, and the Seal of the General Land Office to be hereunto affixed. elvern under my hand, at the (hBy of Washington, the__ 1.:ne .__--- day ofx.e--.. •ry ..—, in the year of our Lord one thousand eight and of the Independence of the United States the one hundred and A �pp BY THE PRESIDEXT:_.._..nee-Am/A .1 ig esaz.._._. By ...A il& W.....A PP//nn sc— "$EpOrddd, 7Ol.,•_� PagB,_.1- ___ Recorder of the General Land Office. Nikd fir Record the 3:.O.. day of.__.�V,,rlClara/_- .... __ A. D. 18eg, at ire e'etock IC ....... J!- yM Easement and Right of Way Agreement This Easement and Right of Way Agreement.. made and entered into as of the Y by and between hereinafter calledGrams)"(whether grammatically singulm orplund),and the LITTLETHOMPSON WATER DISTRICC.a quesl'municipal corporation, 307 Welch Avenue. P.O. Drawer G.. Berthoud, Colorado 80517, hereinafter culled the "District." For good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Grantor hereby grants, sells, conveys and jj .h_eand rmanent right to enter, re-enter, occupy and use the kercinaherdamaibed "fk"./ transfers rolheDtrnc6 is reswnanecuigm•des 'e pv' it) property m Construct. reconstruct, inspect. upgrade. increase line size or capacity. opera¢, repair, maintain, replace, remove and operate one or more lines for the transmission, distribution and service of water, and all underground and service appurtenances thereto.i uin including mating e g stations. vaults, enclosures, identification signs and other fixtures, over, across. under and upon the fofowingdescribed land, Weld Sitar of Coforsdn. In -wit: (insert legal desriptionl SEE ATTACHED EXHIBIT A 2482402 B-1539 P-159 03/25/96 03:13P PG 1 OF 4 REC mC Weld County CO Clerk & Recorder 21.00 County Recorded Section Township 3N The easement and right of way shall be Grantor further grans in the Dinricn t ..10\r -m (b) The right to support the pipelines across ravines and water courses with such atnuturet as District shall deem necessary; (c) The right of ingress to and egress from the strip over and aerate the land bymeans ol mad, and lanes thereon, if suchexiss.aberwise by surh route or routes as shall occasion the least practicable damage and imnnvenimte to Grantor; provided that such right of ingress andegeesahall not extend to any portion of the lend which is isolated from the snip by any public road or highway now crossing or hereafter crossing the land; provided, further, that if any portion of the land is or shall be subdivided and dedicated roads or highwayson such portion shall extend to the strip, the right of ingress and mores on the portion shall be confined to such dedicated roads and highways: (n the (dl The right of grading for, constructing. maintaining and using such roads on and across the lands as she Dimity may deem necessary exercise of the right of ingest and egress or so provide access to properly adjacent to the land: (el The right to install, maintain and use gates in all fences which now cross or shall hereafter cross the strip; (I) The right to mark the location ofthe snip ground: provided that any such minion remaining after the periodof construction shall be placed in fences or other locations which will not interfere with any reasonable use Grantor shall make of the strip; (g) All other rights necessary and incident to the full and complete use ndenjoyment of the tlght•or.way and easement for the purposta herein granted: GRANTOR HEREBY CONVENANTS AND AGREES: (a) Grantor iabl not she, or place any permanent blacedian, Gran re,nu C on the described easement, and the District shall not be liable for their removal if they are to placed. and Gran nu agrees, at Grantor's sole expense to so remove such items. (b) Grantor shall not diminish the ground rover over the water lines and shall not substantially add to the ground cover over the water lime or their appurtenances. Bank Range 69W Page Reception Number LTWO FORM tut 1IHIIT1I: Ill 'f I I1 20 fen wide. Pagel d2 iflh �I!44III cE5.�R'EI14e; acing / an easement Township hi0 lt 3 North, Range 65 Wes' of the et in width over a portion of the 6thaulh 1/2 ip Section 5, p Principal Meridian. Weld Coi.nty, Colorado. being 1000 feet on both saes of a centerline more particularly aesor:tied cs follows: Commencing at the South Ifs Corner of Section 8. anc considering the South line of the SW I 4 at Section 8 to bear N 90'CO'00" E. wah oil bearings herein relative thereto. THENCE N 9'CO'28 W. 915.28 feel to the point of beginning. THENCE S 89.59'35" E, 675.42 feel, THENCE S 007'28' W. 873.88 'eat ty a point ,on the which porthe iri bearight- 86'45'36�I Wale E, 531.08 County Road 34, feel tram the South 1/4 Corner of Section 8, containing 0.70 gores (30,350.7 sa fl.), more or less; ALONG WITH a temporary construction easement 30.00 feet it wleth over a Range 68 portion Wesf of the al the 6th t Prirclpol Meridion IL Township 3 ian. North, n Weld Courtly. Colorado, being 15.00 feel an both sides of a centerline mcre partic slarly describes as follows: Commencing a1 the South 1/4 Canner of $en:on 8, and cons'aertng the South line of the SW 1/4 of Section. 5 to bear N 90'00'00" c with al bearings herein re.ative -hereto, THENCE N 8'45'06" W, 939.96 feet to the point of beginning. -HENCE S 89'59'35 E, 675.42 feel, THENCE 5 007'26' W. 898.58 feel to a point on Inc Northerly rlgnt -of -way of Weld County Road 3d. which paint bears N 56'54'22 E. 556.04 feet from the South 1/4 Corner of Section 8, containing 1.10 acres (47,960.5 eq.fl.), more Of less: SUBJECT 70 all other easements, rights -of -way. restrictions and reservations of record. 1�1 i 9 HICKS Sc JOHNSON MEAD FARM \ (RECEPTION 01979722) S 89"59'35" E 700,47 -- --- ---- 1 S'RT3'S4T t—nc� 4T ---- • 1-1 (TOWN OF MEAD RESERVOIR SITE) I m I O v tO 10 -JO 44 wZ I ZZ— 0 61 Irl Lai CO Xi 2)* i05 3 O N 86 45'38" E 531 .08 30' TEMP. 2C_ WATERLINE EAS.CONST4JC`ON --- ''' ' -- EASEMENT ---- WY—. RD. 34 3/4 _��L_-- 60'_R.O.W, ' z O G4.4 re 'Si �n 0 JO Lean ° o .-. ao f— refit f— t O O ZIN N < Iw- '-'I4 1 z 1 :P E- r3i ffe aIm I fn °' x zlr a a N a N • F N N a N N Oar oie W F- l tM 2 C w w ai c O I et ..C o m Nv Y m . O are WI_li a▪ s fetus 0 w I� y a Z ZiN:V °I chiC NC. * 0 L C = m C 3w 3 0 N Z °s co Z �Z : 0 Cr) Y U — w = v 0 N 86'5d'22" r 556.04 .� SOUTH 1/4 CCR. SEC. B SOUTH LINE SEC. 8 -' 2482402 B-1539 P-159 03/25/96 03:13P PO 3 OP 4 16-10-075-463-6", Tr. zz W ACKNOWLEDGEMENT FOR HUSBAND AND WIFE STATE OF COLORADO 1 as. COUNTY OF The foregoing instrument was acknowledged before me this , day of 19 by and his wife. N0IASY PUBLIC My Commission expires: B 1032 REC 01968910 06/01/84 11:38 $9.00 2/003 F 0536 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO ACKNOWLEDGEMENT FOR SINGLE PERSON STATE OF COLORADO ) as. COUNTY OF BOULDER The fore Ong instrument was acknowledged by Ro�0�34��A�d��%ir flicks and Virginia B, Johnson; and by L. B. Flanders and James 'F. Johnson, as Tt`t 8n el . cti My Co p/ July 27th, 1987. before me this 29th , day of March i9 84 'STATE OP COLORADO COUNTY OF j -e—«:, c c/ NorMY PUS I1C 401 Main St., Longmont, CO 80501. ACKNOWLEDGEMENT FOR CORPORATION The tangoing instrument WAS acknowledged before me this , day of 19 by of , a corporation, on behalf of the corporation. My Commission expires' v, eE C 1 M 0 Right-of•Way Grant a 4a. RICKS, Ruth 0 0 W Ot �8 $Ww .t o z ls. E([x07. z 6K Q' i a n m t 8 a B 'O I Ii' NOTARY PUBLIC AE1966140 OEM Alt COLORADO Right -of -Way Grant B 1032 REC 01968910 06/01/84 11:38 $9,00 1/003 F 0535 NARY ANN FEUERSTEIN CLERK b RECORDER WELD CO, CO KNOW ALL MEN BY THESE PRESENTS, that Ruth Rimier ]ticks and Virginia B. Johnson; and L. B. Flanders. and James T. Johnson, asTruateea, of the Svelte T. }limier Trust. of the Post Office of Longmont in the State of Colorado hereinafter referred to as "Grantor" (whether one or more), in consideration of Ten Dollars (810.00) and other good and valuable considerations, to Grantor In hand paid, receipt of which is hereby acknowledged, hereby grant and convey unto PANHANDLE EASTERN PIPE LINE COMPANY, A Delaware Corporation, having an office at 836 North 7th Aye.: Brighton, Colorado, 80801 its successors and assigns, hereafter referred to as "Grantee," a Righto4Way to lay, construct, maintain, lower, inspect, repair, replace, relocate, change. the size of, operate, end remove a pipa,Hne together with the rights for drips, pipe line markers, valves, launchers, receivers, cathodic equipment, hest leads, and all appurtenances convenient for the maintenance and operation of said line and for the transportation of oil, gas or other substances therein, under, on, over and through the premises hereafter described, and the Grantee is granted the right of ingress and egress, to, on, from and over the following described premises for the purposes aforementioned In the County of Wel d in the State of Colorado, to-wite For legal description, refer to EXHIBIT 11A" attached hereto and by reference made a part hereof. Grantee agrees that should a crop deficiency occur as a result of the construction of said pipeline the Grantee will pay such deficiency each year it exists for a period not to exceed three (3) years, commencing with the crop of 1984 ; provided, however; Grantors or their tenant notifies Grantee in writing, at the local field office, at least fourteen (14) days prior to harvesting said crop in order that Grantee's agent may view said crop deficiency. TO HAVE AND TO'HOLD said easements, rights, and Rlght'of--Way unto the said PANHANDLE EASTERN PIPE LINE COMPANY, Its eucceesore and assigns. All pipe installed hereunder shall be burled a minimum of 42 inches . Grantor shall not construct or place anything over or so close to any pipe line or. other facility of Grantee as will be likely to interfere with Grantee's surveillance of or access thereto by use of equipment or means customarily employed in the surveillance of or maintenance of said pipeline nor intentionally cause the original cover over said pipe line • to be reduced below whichever Is the greater of a minimum cover of thirty (30") i iegg¢p,,p,p� pppplow' th�qq j�oolIp�eI,m�um cover required at any time by any applicable pipe line. safety cock" 4ll,dtt�eige to gtdrtbw°drbRPP, Cr5b'Mgb'tlle and fences of Grantor occasioned by the construction or repair/6f any of'ff'e facilities herein authorized to be maintained and operated by Grantee shall be paid by Grantee after the damage is done. The Righbof•Way granted herein shall be fifty (80'i feet In width. As further consideration for the execution of this Grant, Grantee shall compact backfill over the ditch by water packing same, provided, however, Grantors or their tenant will supply water in ditch at a point designated by Grantee, its contractor or agents, to water pack said ditch line, subject to availability of water. This Grant shall be binding upon the heirs, executors, administrators, successors, and assigns of the parties hereto, and all rights herein.granted, or any of them separately, may be released or assigned in whole or in part. It is understood that this Grant cannot be changed in any way except in writing, signed by the Grantor and a duly authorized agent of the Grantee, IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this 29th day of , March A.D,. 1e 84 5 -,ixler Ricks:2 {i*en,(eft tti_ '9 /�t" "'a"' l''''.... Cr a- Johnsprf ,) !in- c -L /i' / 4 ol �r6 L. B. an era{ rustee q/fJ3 ?. .41 417�6.et\ / 7h.,., iii. Ja s of nil , trustee EXHIBIT B 2482402 8-1539 P-159 03/25/96 03:13P PG 4 OF 4 1) This is a non-exclusive water -line easement grantor retains the right to have other utility lines in the easement or crossing same. 2) The district shall warrant the accuracy of its easement and the related survey . 3) Trees and other vegetation shag be permitted on the easement, at grantor's discretion. 4) No cuts and fills or any grading shall be permitted outside the easement granted. Grantor shall have the right to regrade outside the easement at its sole discretion . 5) Grantor may constrict or cause to be constructed, roads, streets, .or access ways (dedicated or not) over said easement. 6) No right is granted to district to construct or maintain road not within the easement granted. Ingress and egress shall be on presently existing roads or over the temporary or permanent easement and shall at no time interfere with the present or future use of the property . 7) District shall indemnify grantor for any operations undertaken on the property by its employees, agents, contractors, or invitees. Written notice shall be provided to grantor prior to commencing any construction and such construction shall occur during normal business hours, (between 7:00. and 5:00, Monday -Friday) unless other hours are mutually agreed upon. 9) District shall give at least 48 hours notice when accessing the property (except for emergencies, in which case grantor shall be notified immediately). Notify Bill Burkhart at 535-4254. 10) District shall pay for any damages caused by its operations in the easement (temporary or permanent) as long as it shall have such easement. 11) Should the district not use the waterline fora period of one year, then the district shall remove such pipeline and quitclaim said easement back to grantor. 12) The consideration for the easement shall be $1,429,67. 111111111111Th!€€ Il ..il I.€ 1 iii i€IIli€919Ell111 I. 00095 • 1745745 ai N WooK 824 Recorded cr ..1I °_• u dak CM $ 8 1978 R.. to. 1745795 Mary Ann Potsdam, Recorder RIGHT-OF-WAY EASEMENT /-r v. The underalsned Grantor for the consideration of s 50.00 Dollars, hereby grunts, bargains and corn -or Onto • IC ION RURAL ELECTRIC ASSOCIATION, INC., its successors, assigns and agents, a Right -Of -Way suc Eas•myut(ud the tight to construct, operate, maintain, replace, enlarge, teconstmct, improve, Inspect, Tomtit, and remove such , Inc.Qe utilities and appurtenances thereto, either above pound or undernound, us said Union Rural Electric Association, ho, ydictf[l¢¢m time to time require on, over, under and across the following described strip of land which the undersigned Onantor d *:, pr hi u•binh the undersigned has an interest, moth: a ty DESCRIPTION $ part of the Southeast 1/4 of the Southwest 1/4 of Section 8 Township 3 North, Range 68 West of the 6th P.M., Weld County, Colorado described as the North 10.00 feat of the South 40.00 feet of said Southeast 1/4 of the Southwest `L4 except for parcels conveyed out in Book_752 under Reception Number 1674096 and Book 786 • under Reception Number 1707811, Raid County Clerk and Recorder's Office. SITUATE in the County of Weld Stato of Colorado. together with the following rights: (a) of ingress and epees over and across the lands of the undersigned to and from the cbove•describad strip for the purpose of exercising the rights herein panted; (b) to place bastion markers an or beyond said strip; (c) to clear and keep cleared all trees, roots, brush, and other obstructions from the said strip, without Grantee being obligated to do so: (d) to permit other public utilities to attach wiles and fixtures to above•yrormd electrical hallitles or to use trenches jointly in the event of underground Installation; and (e) to .n and re -close any fences crossing said strip or, when seed to by Grantor, to install gates and stiles in such fences. THE UNDERSIGNED GRANTOR for himself, his heirs, executors, administrators, successors and assigns, reserves the right to occupy, use and cultivate said strip of land for all purposes not inconsistent with the rights herein granted to Union Rural Electric Association. Inc. and does hereby covenant that no structures shall be emoted or permitted an said strip and that sate strip shall not be used In aagmsner which will interfere with or damage the electrical facilities installed pursuant t?, this grant, or interfere with the maintenance, repair and replacement of said facilities or any of the facilities or others in toint use. UNION RURAL ELECTR!O ASSOCIATION, INC, shall originally place all underground electrical facilities at least' t.hirhy ( 30 ) inches deep 1n order to reduce the possibility of interference with the ordinary and reasonable use of said land by the undersigned Grantor, and to pay for damages to fences, landscaping, end growing crops arising from the constructionand maintenance of the electrical facilities and appurtenances thereto constructed,. operated, main tattled, replaced, enlarged reconstructed, improved, repaired or removed in accordance with this easement. Signed and sealed thlc 24th day of February , A.D, 19 8L--._, Address of Grantee: P.O. Box 359, Brighton, Colorado 80601 IN WITNESS WHEREOF, the parties hereto have executed this Agreement all as of the day and year first above written. GRANTOR(S) Amalie T. BixJer Trust UNION RURAL JJi ICTRIO ASSOCIATJpN, INC. BY q, ./ Rieht—ot—Way E'igjneer Title Sr by: L. B. Flanders, Trustee James T. • hnson,_irustee 9ll•-...rid (L.S. ) er Jo. 6'on uth BF5 :, -R' S formerly Ruth E. Bider (L.s.) (L.s.) (L.s.) STATE (,)7d.C(3IAQ`RADO • SS." a\`�y.�a ji(Lx.pPm�`$gulder, • telr llIOEvNg'a ument tray acknowledged before me this 24th day of February. • x r Ji 1p,ile ors and Jgmers T. Jobgaon, asTrueteea of Avalie T. Bixlar Trust; axles Johrtaoa.and Ruth Bigler Hicks iformerly Ruth E. sixler). 14;010riceiligkAssion empires July 28th, 1979. 'ytle: 0.1,1;,1WilN 3S"'ii ` bond and official seal ' ;nrY - Easement and Right of Way Agreement — Page 2 By and Between the District and. /41C -=S 4-�sJSaki /nett° ,gstaa raa1t'7AleACtHr .t-y✓1 ( ) .G. -I ..d..........ttm..lnhro-n,.v.,...e.l:.,.--17+�,.�m,d., no er ra'dp.e,.,n, ,,'.h -tae th. ...:et..............t..f Disawat. (dl Grantor warrants that Grantor isthe owner infee ofthrabnve-deurihedlandaand will defend the title lbertmagairutall claims. and that mid lands are free and clear and clear of encumbrances and liens of whatsoever character. except the Following SEF ATTACHED EXHIBIT B THE DISTRICT HEREBY COVENANTS AND AGREES: (a) The District shall not fence or otherwise enclose the strip, except during periods of construction and repair. (b) That all trenches and excavations made in the laying or repairing of such pipeline shall be properly backfilled and as much.of the original surface soil as possible shall be placed on top. All large gravel. stones and clods will be removed horn the finished backfill. The District wilt finish site backfill after normal settling Of the soil so that doe uae and enjoyment of mid land by Grantor shall be suitable for the purpose now used. The District will maintain the trench am and buried water pipeline during installation, rrinsiallarion and maintenance of said waterline: (c) In the event thatlheabove-deseri bed lands are being used for grazing purposes. the Districtagrees that duri ngthe period of construction of the pipeline hereunder, or any subsequent altering, removing or replacing of said pipeline. it will leave or arrange for reasonable crossing over raid right-of-ways W p for the cattle ;Aral livestock of Grantor and his tenannand lmsee. Furtherwheneveritberomes necessary fortheDiatd(t. lu agenu or contractors iv cut a fence on the abovrdnctibed lands, the Distrin agrees, at ❑soption. either lokcep thegapdosedor guard it in such manner to as to prevent theentrance and &tor or other livestock through such gapor tornnamsn as such place orplateasubs mntial gates with dual locks and to furnish Grantor with one set of keys thereto. Before any such fence is cur by the District, she same shall be braced in order to prevent darkening of the wires along with fence in each direction from the District's temporary gap. (dl In the event that the above -described lands are bring used for the growing of a crop which requires irrigatinn at the time the pipeline is constructed hereunder, the District agrees, unless otherwise provided for, to install and operate flumes or apprnpriale crossing devices anus, the right-of-way at all times during such construction operations. The District further agrees, unless nthmrise provided for, not to block, dam or obstruct in any manner in a irrigation anal. drainage ditches. emeks I Bated on'nid lands, and also agrees to replace or repair any levees or banks disturbed or damaged by the Diurin's operations on said lands. (e) The District shall be liable to the extent allowed by law for lossand damage which shall be caused by any wrongful rxnciseof the rightsof ingress and egress or by wrongful or negligent act or omission of or of iu agents or employees In the tune of their employment. IT IS MUTUALLY AGREED BY THE. PARTIES: (a) Grantor reserves all oil. gas and other minerals in, on and undo' the abovr-deanibed lands, and Grantor shall sans grant any eight in the ss.- face or otherwise that will materially interfere with the rights or d privileges herein gmnad to the District. (b) Each and every one of the benefits and burdens of this easement and right-of-way shall Inure o and be binding upon the respective personal representatives, successors. and assigns of she parties Mesa IN WITNESS WHEREOF die undersigned has set his hand and seal as Grantor this arm day of ./ 13,44.1:40.4.1 d' ,1R7(p. GRANTOR HTCKS b JOHNSOIif1TRAD Ppf)t, PARTNFRSATP D. L. Johnson, General Partner STATE OF COLORADO loss. COUNTY OF ROTA DER The fnaltd�trg jneyLmsntwas acknowledged beforemethis Rrh day of February by ROW Mead Perm. Partnership. by D L tnhnanry general par en al: as Grantor. ��pZAkY',� w UB��G v M '' • terer Notary Public t }t• p.lune 9 19gA Address n St.. Suite 1 Longmnnt CO 80501 I.T1rtf FORM NM 2482402 B-1539 P-159 03/25/96 03:13P PO 2 OF 4 MI1HIIlllil1 I I-_..�I� ;FUME I.. -- -.y Y I1 1032 REC 01968910 06/01/84 11138 $9.00 3/003 F 0537 MARY ANN FEUERETEIN CLERK & RECORDER WELD CO, CO EXHIBIT "A" That part of the East Half of the Southwest Quarter of Section 8, Township 3 North, Range 68 West, Weld County, Colorado, being more particularly described as a strip of land 50.00 feet in width, the centerline of which is described as follows: Beginning at a point on the South line of said East Half, said point being North 90 Degrees 00 Minutes 00 Seconds East a distance of 386.00 feet from the Southwest corner of said East Half; thence North 45 Degrees no Minutes 00 Seconds West for a distance of 77.78 feet to a point; thence North 90 Degrees 00 Minutes 00 Seconds West and running approximately 55.00 North of and parallel to the South line of said East Half for a distance of 331.00 feet to a point on the West line of said East Half, said point being North 00 Degrees 00'Minutes 00 seconds East a distance of 55.00 feet from the Southwest corner of said East Half of said Southwest Quarter. .1:4;144: t4 Cduu u��i.,vr .Loe«.ul �..-�aF�.M a&o � st:..-d+i,e�e .«...c so out,4, 5 A. r `i-' ..•ia . c''t, a>v 114 s E 'v _ .wt K/%f tat .1,1a, a IIsa car t•....sy hl.asl �o/�./',%•t"'r�' s.. a�,cu .... ��.. 4Ja.nt.e.st/ t#,t ,le. ,stet of y fs ,...“4.: e,9iyi 4/ _/ at, 4, .E C�.G,.w�awfs.t "44 4444. 4facifsee 'N/A+1+'+, maa v ebta . n 16^' rJso .aa is it t? 71 ki 4214e.:s..oG.:.. . d eaCest eft N^w'' -eft ,4,4 74 ,a,,,sr di. rat-ratcie .•r pt lun...,...7v Jhe / J °", 11 ® ..a, i, sr ,a.p: f. �,rt v.teee,e.4 194 M. /HH.7 3N eee. Qt bl,✓�!V , at& G.wss'.t'u..G p.b du CP,ee.-•.,-�,. /�,d _.a.a 'v`//r ..4,a., ,L .a.0'9.N.fsw .A.i,A-K, y/b' FFF 4A., a. aei .,I.i.o. 40#444:4A w d 7,4 ,a, „Mar. . .24 `` zi, 14.447 9-1„&...--e>.. kta, /prµ d,�G.ou {.. /.//st.& )4 ays ,.da*..y.a.Iw Aso.;. at faF,.h 4. ant / a..l�.e..a B 1041 REC 01979722 08/31/84 10:32 $6.00 2/002 P 2173 NARY ANN FEUBRSTEIN CLERK & RECORDER WELD CO, CO RESERVING TO THE GRANTORS all oil, gas and other hydrocarbons Underlying said premises and with right of ingress and egress to prospect for, drill for, and remove the same. TOGETHER WITH ALL DITCH AND WATER RIGHTS appertaining to said premises, including 2 shares of the capital stock of The Highland Ditch Company, .9 shares of the capital stock of The Supply Irrigating Ditch Company and 10 shares of the capital stock of The Highlandlake.Lateral Ditch Company, and 157 acre foot units of water as allocated to said premises by the Northern Colorado Water Conservancy District: aCOl o 9 oL wn as street and number -I:15129 Weld County Road 5, Platteville, with all its appurtenances, and warrant the title to the same, subject to reservation as contained in Patent recorded`Debember 18, 1888, in Book 34, at Page 324, and in Patent recorded October 30, 1989, in'Book 57 at Page 88 Of said Weld County records, and except existing rights of way for highways and ditches; except a right of way conveyed to The Supply Irrigating Ditch Company by deed recorded Hay 26, 1917, in Book 478, at Page 184 of said records. Signed this first day of July, 1984. %4' 'C4 5 _ a• k.0-er ) amen T. Jo neon, as Trustee e ftha;, Elizabeth Bixler %Afcrw L. 8. Flanders, as Trustee Ruth E. Bixler AVALLE T.' BIXLER TRUST BY(�1L17 u 2 J, games T. Jo son By r7/ /Grs:e.iiu� L, 8, Flanders, 9-) ' Trustees. 0 2? C- STATE' OF COLORADO w 0 ) as. 5w1 O COUNTY OF BOULDER Alw IA eke Ruth Disler Hicks jam! ,�,.�/�3,/mac . /n.c-•U Virginia Bixler Johheon 7..-1-4-1 ••.... �•�u� Virginia aisle The foregoing instrument was acknowledged before me this '27th d@u.:Tf August, 1984, by James T. Johnson and L. B. Flanders, as Trustees; James T. Johnson -and L. B. Flanders as Trustees of the Avalie T. Bixler Trusti Ruth Elizabeth Bixler, also known as Ruth S. Bixl ;..ang ae'Ruth Bixler Hicks; and Virginia Bixler Johnson, formerly Vir1 01 ;,Bbk1er. :.�_y.:J yc aton expires: July 27th, 1987. .,c t &! 11)'hand and official seal. s Notary Pubic 401 Main St., Longmont, CO 80501 Send future tax notices tot Ruth Bixler Hicks 301 Sumner Street Longmont, CO 80501 Environmental Review Harvest Real Estate Mead Development Prepared By: Wildland Consultants, Inc. 1001 Jefferson Drive Berthoud, CO 80513 Prepared For: Harvest Real Estate Development 11724 Pleasant Hill Road Longmont, CO 80504 March 2006 Table of Contents 1.0 Introduction 2.0 Site Description, Vegetation, Wildlife 2.1 General Site Description 2 2.2 Habitat Types and Vegetation 2 2.3 Wildlife and Special Status Species 3 3.0 Potential Impacts 4 4.0 Recommendations. Protection Measures, Mitigation, Enhancement 5 5.0 References 6 Attachment A — Site Photographs 1.0 Introduction This report was prepared to meet the guidelines of the Town of Mead for planning review. The purpose of this report is to identify any environmentally sensitive areas, or species that may be in the development area. The site for the proposed development is located approximately 0.75 miles west of the currently developed area of Mead Colorado (see attached site plan). County Road 34 borders the site on the south, County Road 5 borders the site on the east, agricultural lands border the site on the north and west. Town of Mead Park (including Mead Reservoir) is surrounded by the proposed development. The proposed development includes a mix of single family, patio home and commercial development. The total size of the development is 202.8 acres. Approximately, 13.6 acres are proposed as open space including ditch buffers and detention areas. Another 7.6 acres will remain as open space associated with Platte River Power Authority transmission line easements on the site. Photographs of the site are included in Attachment A. 2.0 Site Description, Vegetation, Wildlife 2.1 General Site Description The dominant land use on the site is irrigated agriculture including alfalfa and grass for hay production and corn. The site surrounds a propose Town of Mead Park and Mead Reservoir. Mead Reservoir is a Town of Mead recreation area. Topography on the site is generally level to gently sloping. There are no steep slope areas on the site. 2.2 Plant Communities, Special Status Plant Species Data and maps obtained from the Colorado Division of Wildlife's (CDOW) Natural Diversity Information System and System for Conversation Planning (SCoP) show basic habitat types on the property to include irrigated and non -irrigated agricultural. Attachment A site photographs provide details of site vegetation. The entire development area is located on agricultural land (alfalfa and corn fields). Fence rows and field margins on the site support a variety of seeded grasses and weedy vegetation typical of the region. The Supply Ditch and the Mead Lateral Ditch cross the site from north to south. These ditches serve as regional irrigation water canals. Along the Supply Ditch dominant vegetation includes smooth brome grass, prairie cordgrass, reed canarygrass, salt grass, showy milkweed, sunflower and a few other species. The Mead Lateral is concrete lined and supports limited vegetation. 1 A small irrigation lateral in the southeast corner of the project (area PA 6 on the site plan) supports a stand of mature plains cottonwood and peach leaf willow trees. This lateral ditch includes 11 mature plains cottonwood trees, 3 mature peach leaf willow trees, and numerous smaller trees and shrubs. There are no wetlands on the development site. However, the Supply and Mead Lateral Ditches may be considered to be jurisdictional waters of the United States by the Army Corps of Engineers (ACOE). Except for these ditches there are no mapped streams or drainages on the site. Special Status Plants - The agricultural lands, field margins, and ditch margins do not provide good potential habitat to any special status plant species (Spackman et al. 1997). The federally listed Ute ladies'tresses orchid and Colorado Butterfly Plant may QC,cur in floodplains and wetlands along local streams and rivers (USFWS 1992). The Supply and Mead Lateral ditches provide poor quality potential habitat to these species. The Mead Lateral ditch is concrete lined, and vegetation along both`ditches is controlled on an annual basis by burning, mowing, or spraying. 2.3 Wildlife and Special Status Wildlife Species The development site is dominated by agricultural land. The site supports wildlife species typical of such habitats. The most valuable habitat features on the site are the row of mature trees along the irrigation lateral in the southeast corner of the site. WCI completed a field reconnaissance of the site to investigate potential wildlife use and important habitat areas. WCI also completed a review of existing Natural Diversity Information System (NDLS) mapping for the site (Colorado Division of Wildlife 2005). Table 1 summarizes overall wildlife ranges that include the entire development site according the Colorado Division of Wildlife Natural Diversity Information Source (ND1S 2004). The entire development site is mapped as bald eagle winter range; mule deer overall range; white-tailed deer overall range; pheasant overall range; duck and goose overall range; great -blue heron feeding area (Reservoir), and white pelican feeding/resting area Reservoir). The large cottonwood and willow trees along the irrigation lateral in the southeast corner of the site provide roosting sites and potential nesting sites to a variety of raptors. A raptor stick nest is present in a large cottonwood tree in this area. The cottonwood trees and willow trees and smaller trees and shrubs in this area also provide potential nesting areas to a variety of passerine bird species. The adjacent Mead Reservoir provided feeding and resting habitat to a wide variety of waterfowl and waterbirds. Waterfowl use is likely highest during spring and fall the site plan. However, economics and lot alignments may require removal of these trees. 3.0 Recommendations: Protection Measures, Mitigation, Enhancement No development of open lands is possible without impacts to the environment. Construction of the Mead Development will result in the conversion of approximately 202.8 acres of agricultural lands to residential uses. The open space areas on the site will continue to be used by a variety of wildlife species. Proposed mitigation and enhancement measures are general in nature. The following general mitigation/enhancement measures are proposed for the development: • Approximately 13.6 acres of the site will remain as open space including ditch buffers and detention areas. The areas will be seeded with a standard dryland pasture seed mix. Where possible existing desirable vegetation will remain undisturbed in these areas. • Approximately, 7.6 acres will remain as open space associated with Platte River Power Authority transmission line right-of-ways. These areas will be seeded with a dryland grass seed mix. Additional plantings of shrubs will be made in these areas to provide visual appeal and wildlife habitat. All plantings will be approved by the Platte River Power Authority. • The site is nearly level. Wind and water erosion hazard potential is low to moderate on most of the site (Soil Conservation Service 1980). Currently wind and water erosion on the site is minimal. During construction a standard Stormwater Management Plan will be followed to minimize offsite erosion and stormwater runoff. • A 20 -foot buffer zone will be established from lot edges and the edges of the Supply and Mead Lateral ditches. This buffer will help protect vegetation along the ditches and wildlife use of the ditch corridors. Proposed trails within these ditch corridors will provide recreational opportunities on the site. • No removal of trees that support an active raptor nest will be occur during the raptor nesting period (approximately March 1 to August 15). This will protect the nest during the active nesting period and prevent any violation of the Migratory Bird Treaty Act. If possible the row of mature trees in the southeast corner of the site will be preserved. However, site planning may require removal of these trees. 4.0 References Armstrong, D.M., M.E. Bakeman, A. Deans, C.A. Meaney, T.R. Ryan. 1997. Report on Habitat Findings of the Preble's Meadow Jumping Mouse. Report to the C.S. Fish and Wildlife Service and Colorado Division of Wildlife. Boulder, CO. 91 pp. Colorado Division of Wildlife, 1998. Wildlife Habitat Maps for Larimer County. 4 i i i i f migrations. There are no great blue heron rookeries on the site. However, the area is mapped a great blue heron feeding area. Table 1. Summary of NDIS Mapped Resources that overlap the entire development site. Bald Eagle Winter Range Mule Deer Overall Range White-tailed Deer Overall Range Great -blue heron Feeding area Mead Reservoir Duck and Goose Overall, Winter Range Ring-necked Pheasant Overall Range Special Status Animal Species - The federally listed Preble's meadow jumping mouse prefers riparian habitat with thick shrub cover (Armstrong et al. 1997). The Supply and Mead Lateral ditches do not provide this type of habitat. The irrigation lateral in the southeast corner of the site does not connect with any local streams rivers or drainages. Because of the lack of connection this area cannot be considered as potential habitat for the Preble's meadow jumping mouse. The bald eagle is the only federally listed species (threatened) that may be present on the site. Bald eagles are present while foraging in the area especially during the winter. The area is mapped as bald eagle winter range (CDOW 2005). No bald eagle winter roosts are mapped on the site. Bald eagles may day roost occasionally in the large trees along the irrigation lateral in the southeast corner of the site and also along the Town of Mead's Mead Reservoir. 3.0 Potential impacts Project construction will result in the conversion of approximately 202.8 acres of agricultural land to urban use. Some wildlife species currently using the area will be displaced and replaced with species adapted to urban areas (American robin, house finch, English sparrow, starling). No wetlands, native plant communities, or key wildlife habitats will be lost with project construction. No impacts are expected to federally listed plant or animal species. At this time in the planning the impacts to the row of mature trees along the irrigation lateral in the southeast corner of the site is not known. The parcel where these trees are located is planned for commercial uses. If possible, the trees will be protected as part of Colorado Division of Wildlife. 2004. Natural Diversity Information Source Maps. Colorado Division of Wildlife. 2004. NDIS's System for Conservation Planning (SCoP). Spackman, S., B. Jennings, J. Coles, C. Dawson, M. Minton, A. Kratz, and C. Spurrier. 1977. Colorado Rare Plant Field Guide. Colorado Natural Heritage Program. U.S. Fish and Wildlife Service (USFWS). 1992a. Interim Survey Requirements for Spiranthes diluvialis. 8 pp. U.S. Fish and Wildlife Service. I999a. Interim Survey Guidelines for Preble's Meadow Jumping Mouse. Attachment A Site Photographs 6 Photo 2. View of the Mead Lateral. Photo 1. View to the northwest of agricultural fi Photo 4. View of cottonwood trees along irrigation lateral. Photo 3. View of cottonwood trees on irrigatio lateral, southeast corner of site. EXPERTISE CAMERON L. FOWLKES, P.E. Project Manager/Project Engineer EDUCATION AND SPECIAL TRAINING B.S. in Civil Engineering, University of Wyoming, 2000 REGISTRATIONS / CERTIFICATIONS Professional Engineer — State of Colorado No. 39318 Member — America Society of Civil Engineers QUALIFICATIONS As a Project Manager, Mr. Fowlkes' experience is in the planning and design of land development projects, municipal utility and storm drainage projects and site engineering for commercial, industrial and school site developments. His work includes: • Designing and managing land development projects • Designing roadway improvement projects • Designing commercial, industrial, and school developments • Drainage studies and floodplain analysis • Coordinating with intergovernmental and private business offices • Use of various computer programs to aid in site design Mr. Fowlkes has been involved with the design of residential subdivisions and school site development projects. Site engineering within these developments has included grading and drainage, utility and street design, and preparation of final construction plans. Mr. Fowlkes has also been involved in the design and preparation of final construction plans for some major road improvement and widening projects for various cities and towns within Colorado. PROFESSIONAL ORGANIZATIONS/ASSOCIATIONS American Society of Civil Engineers t� ' TETRA TECH, INC. EXPERTISE GARY K. LINDEN, R.G. Project Manager EDUCATION AND SPECIAL TRAINING B.S., Geology, University of California at Davis, 1984 Completed course work in Engineering and Environmental Studies 40 Hour OSHA Hazardous Waste Training Nuclear Density Testing Certified REGISTRATIONS / CERTIFICATIONS Registered Geologist - California Professional Environmental Scientist - Colorado QUALIFICATIONS Mr. Linden has worked as Project Manager, Project Geologist, and Construction Engineer on a variety of environmental, geotechnical, and geologic investigations throughout his career. Mr. Linden has extensive experience at various mine, well and reservoir sites throughout Colorado. Mr. Linden's environmental and water resource experience includes design and installation of numerous monitoring wells, pumping wells, artesian pressure relief wells, and piezometers; surface water flow gauging and water quality sample collection; collection and interpretation of geophysical logs; the performance of numerous Phase I and Phase II environmental site assessments; underground storage tank contaminant characterization and remediation; installation of new underground storage tank systems meeting new EPA regulations; remediation of mixed solid and hazardous waste; sanitary landfill permits; and characterization and remedial studies at CERCLA sites. In addition, Mr. Linden has been Project Manager for the clean-up of contaminated soils in conjunction with Colorado Department of Public Health and Environment voluntary clean-up program. Mr. Linden has also worked on numerous geotechnical investigations, including soil and foundation investigations for buildings; geotechnical studies for dams, reservoirs, and tunnels; and geotechnical studies and analyses for the lining and reclamation of gravel mines along the South Platte River and its tributaries. In addition, Mr. Linden has performed fault investigations in California Special Studies Zones. RELEVANT EXPERIENCE Environmental/Water Resources • South Platte Reservoir Corrective Action Plan, Littleton, Colorado. Provided oversight during removal of landfills and removal and remediation of petroleum contaminated soils. Work included air monitoring, segregation of hazardous and solid wastes, manifesting and determining proper disposal of wastes, and confirmatory soil sampling after waste removal. Wrote Corrective Action Plan submitted to ilki _ 1 TETRA TECH, INC. Page 1 of 4 EXPERTISE GARY K. LINDEN, R.G. Project Manager the State Health Department. Oversaw implementation and coordination of corrective actions. Project Manager. • Panattoni Construction, Harvest Junction, Longmont, Colorado. Wrote and implemented corrective action plans for the clean-up of pesticide and petroleum contaminated soils at a former agricultural site to be commercially developed. Conducted all aspects of plan implementation with the Colorado Department of Public Health and Environment Voluntary Clean-up Program. Project Manager. • Public Service Company, Alamosa Terminal, Alamosa, Colorado. Performed drilling and construction observation services during installation and maintenance of an active groundwater recovery and reclamation project. Duties included installation and development of site recovery and monitoring wells, as well as exploratory drilling to determine the nature and extent of subsurface soil and groundwater contamination. Project Geologist. • Shop Creek Lawn Irrigation Return Flow Study, Aurora, Colorado. Installed piezometers, observation and pumping wells and performed aquifer pump tests in support of Lawn Irrigation Return Flow Study. Project Geologist • Leyden Coal Mine Gas Storage Facility, Jefferson County, Colorado. Served as Task Manager for logging of core and geologic mapping, and performance of water well inventory. • Summitville CERCLA Site, Colorado. Performed surface water and groundwater studies relating to acid mine drainage. Work performed in support of Remedial Investigation/Feasibility Study for remediation of a Superfund mine site. Installed monitoring wells in support of site activities. Project Geologist. • Blackbird Mine Site, Idaho. Took part in field surface water, groundwater, and sediment sampling events. Performed core drilling for monitoring well installation. Also mapped geology at mine site. Assisted in developing remedial design alternatives. Oversaw construction of remedial structures. Project Geologist. Idarado Mine Site, Colorado. Took part in field surface water sampling program at acid mine drainage site. Assisted in design and estimating costs of remedial alternatives. Project Geologist. • Underground Storage Tank Removal and Installation, City of Aurora, Colorado. Oversaw removal of old USTs and excavation of petroleum contaminated soils. Oversaw installation of new UST systems at five different sites. Project Geologist/Construction Engineer. • Phase I and II Environmental Site Assessments, Ouray County, Colorado. Performed Phase I and II Environmental Site Assessments at several mine claims. Work included surface water, waste rock sampling, and analysis of analytical results. Project Manager. '' TETRA TECH, INC. Page 2 of 4 EXPERTISE GARY K. LINDEN, R.G. Project Manager • Phase I and II Environmental Site Assessments, Broomfield, Colorado. Performed Phase I and II Environmental Site Assessments. Took part in subsequent studies delineating source and extent of trichloroethylene plume from offsite facility. Investigation used to obtain No Further Action required designation from the State health department. Work included installation and sampling of monitoring wells as well as performance of soil gas surveys at site. Project Geologist. • Landfill Site Study, Dacono, Colorado. Performed geologic and hydrogeologic studies in support of landfill permit application. Project Geologist. Geotechnical Spinney Mountain Reservoir, Park County, Colorado. Designed artesian, angled, pressure relief well system to lower pore water pressures in the foundation of a jurisdictional dam. Oversaw all aspects of construction and well installation including coordination with contractor, owner, and the State Engineer's office. Project Manager and Construction Engineer. • Tanabe Reservoir, Henderson, Colorado. Performed field investigations, seepage analyses, and stability analyses and designed slope liner meeting State seepage requirements at subsurface reservoir reclaimed from an aggregate mine. Served as Project Manager of engineering services during construction of reservoir. Project Manager. • Wattenberg Mine, Wattenberg, Colorado. Oversaw design of slurry wall to be constructed around an aggregate mine. Site to be reclaimed as a below grade reservoir meeting seepage requirements of the State Engineer. Project Manager. • Hazeltine Mine, Henderson, Colorado. Oversaw construction quality assurance of a slurry wall in alluvial sand and gravel adjacent to the South Platte River. Project Manager. • Aggregate Mines, Greeley, Colorado. Coordinated and oversaw aggregate resource investigations on several properties located on various alluvial terraces near the Cache La Poudre River. Project Manager. • Buttress Design, Howe Pit Slope Liner, Henderson, Colorado. Performed investigative and remedial field services at failing slope liner at a reclaimed gravel mine. Performed stability analyses to back calculate slope failure. Designed buttress to mitigate slope movement. Project Manager. Slurry Wall Studies, South Platte River Valley, Colorado. Performed exploratory drilling, subsurface characterization, slurry backfill mix design, stability analyses and seepage analysis in support of numerous slurrywall lining projects at aggregate mine sites along the South Platte River and its tributaries. Project Manager and Project Geologist. II TETRA TECH, INC. Page 3 of 4 EXPERTISE GARY K. LINDEN, R.G. Project Manager • Phase I and II Environmental Site Assessments, Broomfield, Colorado. Performed Phase I and Il Environmental Site Assessments. Took part in subsequent studies delineating source and extent of trichloroethylene plume from offsite facility. Investigation used to obtain No Further Action required designation from the State health department. Work included installation and sampling of monitoring wells as well as performance of soil gas surveys at site. Project Geologist. • Landfill Site Study, Dacono, Colorado. Performed geologic and hydrogeologic studies in support of landfill permit application. Project Geologist. Geotechnical • Spinney Mountain Reservoir, Park County, Colorado. Designed artesian, angled, pressure relief well system to lower pore water pressures in the foundation of a jurisdictional dam. Oversaw all aspects of construction and well installation including coordination with contractor. owner, and the State Engineer's office. Project Manager and Construction Engineer. • Tanabe Reservoir, Henderson, Colorado. Performed field investigations, seepage analyses, and stability analyses and designed slope liner meeting State seepage requirements at subsurface reservoir reclaimed from an aggregate mine. Served as Project Manager of engineering services during construction of reservoir. Project Manager. • Wattenberg Mine, Wattenberg, Colorado. Oversaw design of slurry wall to be constructed around an aggregate mine. Site to be reclaimed as a below grade reservoir meeting seepage requirements of the State Engineer. Project Manager. • Hazeltine Mine, Henderson, Colorado. Oversaw construction quality assurance of a slurry wall in alluvial sand and gravel adjacent to the South Platte River. Project Manager. Aggregate Mines, Greeley, Colorado. Coordinated and oversaw aggregate resource investigations on several properties located on various alluvial terraces near the Cache La Poudre River. Project Manager. • Buttress Design, Howe Pit Slope Liner, Henderson, Colorado. Performed investigative and remedial field services at failing slope liner at a reclaimed gravel mine. Performed stability analyses to back calculate slope failure. Designed buttress to mitigate slope movement. Project Manager. Slurry Wall Studies, South Platte River Valley, Colorado. Performed exploratory drilling, subsurface characterization, slurry backfill mix design, stability analyses and seepage analysis in support of numerous slurrywall lining projects at aggregate mine sites along the South Platte River and its tributaries. Project Manager and Project Geologist. filbl TETRA TECH. INC. Page 3 of 4 RESUME Project Manager, Landscape Architect Bachelor of Science in Landscape Architecture Temple University, Philadelphia Pennsylvania - 1993 American Society of Landscape Architects November 2004 THK Associates, Inc. Landscape Architecture and Development Planning • Senior Landscape Designer, Nave Newell, Inc., King of Prussia, Pennsylvania November 2001 -May 2004 • Staff Planner, Barry Isett and Associates, Norristown, Pennsylvania January 1998 -November 2001 Kelly Bish recently joined THK Associates and brings with her six (6) years of experience in the land planning and landscape architecture profession. Prior to joining the company, she worked for two Civil Engineering firms outside the City of Philadelphia in Pennsylvania. Her previous work experience involves landscape design, planting plans and schedules, park planning and design, landscape construction cost estimates, sketch, preliminary and final subdivision and land development designs. She has been involved in a wide variety of projects including commercial and industrial parks, multi -family projects, park and athletic field layout, residential and institutional design. As a Landscape Architect and Project Manager for THK Associates, Kelly will be responsible for the preparation and presentation of concept and final plan designs to consulting firms and municipal officials for approval. She will oversee projects through the land development approval process onto construction tIn addition, tiothe she will provide inspection and construction administration services to insure compliance RESUME Principal Bachelor of Science and Business Administration. Major in Real Estate and Construction Management, University of Denver, Denver. Colorado (1977) Who's Who Among American Colleges and Universities Colorado State Certified Real Estate Appraiser Board of Directors, East Cherry Creek Valley Water & Sanitation District President, Park View Metropolitan District Mr. Elzi has been with THK Associates, Inc. since 1981 and during that time he has assisted clients with development decisions concerning on all types of land uses including golf course, residential, office, industrial, hotel/motel and related opportunities. Mr. Elzi has completed over 75 golf course feasibility and cash flow studies during his career. Over the last 20 years, he has examined projects in over fifty major metropolitan areas around the nation. Mr. Elzi is especially adept at examining market strategies for various types of properties. Recent projects include: the analysis of multi -family residential projects (including CHFA and Section 8 opportunities) lot pricing strategies for a luxury development on the Big Island of Hawaii; the examination of moderate priced housing on a 200 -acre site in Byamon, Puerto Rico; and, the analysis of office and industrial potentials for a 400 -acre business and industrial park along the emerging E-470 corridor in southeast Denver. Mr. Elzi has also been retained as an expert to assess damages in litigation support for numerous property types ranging from construction delays of multi -family projects; the damages related to a downzoning in Boulder County; and lost opportunity from discriminatory zoning related to manufactured housing in Pueblo County. Prior to joining THK. Mr. Elzi was involved in the real estate appraisal and brokerage fields. Peter is currently a State Certified (Colorado) Appraiser, a benefit to many clients. Mr. Elzi was recently re-elected to a four-year term on the Board of Directors for the East Cherry Creek Valley Water & Sanitation District, as well as being appointed to the Park View Metropolitan District. FIRM RESUME THK Associates. Inc., is a market research, landscape architectural, planning and design firm that assists public and private clients in making informed and realistic planning design decisions. THK serves its' clients throughout the United States, with a broad base of professional skills and a multi -disciplinary team approach. With headquarters in Denver, Colorado. THK provides services which start with market feasibility studies, conceptual planning and design, followed by all phases of project implementation and construction supervision. THK's expertise encompassPs all aspects of planning. design and development including community and regional planning; urban design; land development planning; landscape architecture; economic and market research; and communication graphics. The firm is distinguished by its balanced emphasis on the physical, political, social and economic factors of a given project. Each assignment begins with a comprehensive analysis of the client's requirements and follows through with recommendations, emphasizing planning and design excellence, balanced by economic feasibility and preservation of natural environment. Since THK was formed in 1969. particular expertise has been developed in working with individuals, private corporations, and public agencies at the local, state and federal levels. THK conducts public meetings, community workshops and manages multi -disciplinary teams, successfully meeting construction and development budgets. 111K Associates, Inc. strives for design solutions that enhance the environment and quality of life for all who use them -- a responsive synthesis of human values and aspirations. The most important considerations in the development process are whether a project will be successful in the marketplace. THK Associates has a staff of professionals in the Marketing and Economics Division who conduct economic and demographic analyses and financial feasibility studies. The results of these analyses allow a client to test his ideas against the market and provide the designer with an economic basis for land planning decisions. Financial feasibiliy studies are also developed for specific projects, including pro forma income statements. cash flow analyses, and determination of financial rate of return. For the past decade, THK has been nationally recognized as one of the industry's leading authorities in golf course feasibility. THK has prepared over 300 studies for various types of golf courses and golf course real estate developments across the country. Our client list has included leading resort developers such as the Pebble Beach Company and Landmark Land Company, as well as many municipalities and public service districts, private real estates developers, country clubs and lending institutions. Socioeconomic studies are also undertaken for public agencies and private clients as part of the land development process. These include economic base studies, development of public finance models, benefit costs analyses, public facilities cost estimates, fiscal impact studies, demographic analyses and surveys. FIRM RESUME The land development planning services at THK involves a team of planners, economists and landscape architects working together to develop a thorough understanding of client needs. Factors that are incorporated into the process are market and economic influences, physical conditions, political attitudes, and environmental constraints. These influences are then synthesized into a design solution for the parcel. with open space and circulation patterns, which best integrates the user into the environment. THK has experience with many types of land development projects. These have included planning for: large multi -use commercial/ residential complexes, resort and golf course oriented communities, low-rise and high-rise multi -family developments, moderate and low income projects, elderly housing,estateandhigh density single family communities, and government/ institutional complexes. Governmental permitting is often an important part of the development process. The firm is familiar with the approval process of local governments, frequently serving as the client's representative. This process could include preparing applications, coordinating agencies to resolve problems, and making presentationsto community groups and legislative bodies. THK has long provided planning services to federal, state and local governments, special districts and institutions. Studies include comprehensive plans for neighborhoods. cities, counties and regions; community facility analysis, and; subareas of planning such as housing, transportation and growth projections. Many of these planning studies have dealt with the impacts of growth, taking the form of an environmental impact statement that addresses social, economic and environmental concerns. THK has also assisted local government agencies in organizing planning services. establishing administrative procedures and in the drafting of zoning ordinances and subdivision regulations and guidelines. Community and urban design, as practiced by THK, involves the translation of cultural, social, economic, and land use influences into physical forms. To accomplish this, THK's designers and economists formulate development policies which then guide the location, size, aesthetic treatment and building characteristics of the proposed project. These policies are then used to create design solutions that carefully integrate new development into the surrounding area. Many communities place a high value on the preservation and revitalization of historical areas. THK historical preservation services include: the analysis of physical conditions of buildings and areas to determine the feasibility of rehabilitation; market analyses to evaluate re -use potential; and design solutions and strategies for implementation of recommended programs. Community planning projects often involve working closely with local residents and special interest groups. THK has had considerable experience with citizen participation and considers such input to be a vitally important part of community planning. FIRM RESUME THK's involvement in landscape architecture includes site analysis and project programming, site master planning, detailed site design, landscape design and horticulture, irrigation planning and design, interior landscape design, construction document preparation, site inspection and landscape management. These services may be performed for private development projects, as well as for public parks. open space and streetscape designs. Representative parks and open space projects have included regional and community park planning, neighborhood park and playground design, and planning and design for athletic field complexes, golf courses and open space/trail improvements. Development projects have included landscape design for individual residences, interior planting design for office and retail projects, and design of plains and streetscapes, entry features, buffers and greenbelts for single family and multi -family developments, business and industrial parks and mixed -use projects. THK's team approach, utilizing landscape architects, planners, graphic designers and economists, assures the creation of aesthetically pleasing, functional and economically designed environments. Wildland Consultants, Inc. 1001 Jefferson Drive, Berthoud, CO 80513 — (970) 532-4354 (Office), (970) 532-3341 (Fax) uww.ssitdlandconsultants.com Environmental Permitting, Ecological Studies, Threatened and Endangered Species, Wetlands COMPANY PROFILE Wildland Consultants, Inc. (WCI) was established in Larimer County, Colorado in 1993 to provide high quality environmental and ecological consulting services to private industry, cities, counties, and government agencies. We specialize in helping clients to comply with the National Environmental Policy Act (NEPA), the Endangered Species Act, the Clean Water Act (Section 404 wetlands regulations), city and county zoning and land use regulations, and other federal, state, and local environmental regulations. WCI has completed work throughout Colorado and the western states. We specialize in working with land use planning, local government, real estate development, oil and gas, mining and other large development projects. Our mission is to provide high quality, efficient, and friendly environmental and ecological consulting services. PROFESIONAL CAPABILITIES Wildland Consultants, Inc. offers the following services: • Preparation of Environmental Impact Statements and Environmental Assessments • Wetland delineations, wetland mitigation planning, 404 Permitting with the Army Corps of Engineers • Endangered Species Act compliance including rare species inventories, Section 7 Consultation with the U.S. Fish and Wildlife Service, and preparation of Biological Assessments • Mitigation Planning, Conservation Planning • Revegation and Reclamation Planning • Baseline ecological studies (terrestrial and aquatic) • Stormwater Permitting and Planning • Project Management REPRESENTATIVE PROJECT EXPERIENCE • Development Projects Colorado Front Range- Environmental Assessments, Environmental Planning, Project management and principal investigators for environmental impact studies, mitigation planning, environmental planning, revegetation, natural area enhancements for over 200 development and planning projects along the Colorado Front Range. Clients have included: Everitt Companies, Western Property Advisors, Landmark Engineering Ltd., Latimer County, Boulder County, Cumberland Companies LLC, EDAW, Roche Constructors, Urban Drainage and Flood Control District, State of Colorado, City of Loveland, City of Greeley and many others. • Army Corps of Engineers Permitting, Wetland Delineations, Wetland Mitigation Plans- WCI is approved by the Army Corps of Engineers to complete wetland delineations and wetland mitigation plans. We have completed wetland delineations for over 200 projects in Colorado. We have completed permitting with the Army Corps of Engineers for over 150 projects in Colorado. WC1 has completed both Nationwide and Individual Permits with the Army Corps of Engineers for projects including real estate developments, oil and gas developments, park projects, flood control and drainage projects, and road construction. We have completed mitigation plans, construction monitoring and mitigation monitoring for wetland mitigation sites ranging from 0.1 to over 3 acres in size. Clients have included: Urban Drainage and Flood Control District, City of Denver, Roche Constructors, Drexel Barrell & Company, Western Property Advisors, CityScape Urban Design, City of Loveland, City of Greeley, Larimer County, McStain Developers, and many others. • Threatened and Endangered Species Surveys, and Section 7 Consultation- Completed rare species surveys, raptor surveys, preparation of Biological Assessments, and consultation with the U.S. Fish and Wildlife Service for over 100 large oil and gas projects, mining projects, and utility projects in the western states. Clients included: Diamond Shamrock, Chevron, Northern Colorado Water Conservancy District, Urban Drainage and Flood Control District, AT&T, Conoco, Exxon, McLeod USA, City of Broomfield, City of Loveland, City of Greeley, and many others. • Development Projects Colorado Front Range- Preble's meadow lumping mouse trapping, Ute Ladies tresses and Colorado butterfly plant surveys. Project management and principal investigators for completing Preble's meadow jumping mouse and Ute ladies' tresses orchid surveys for over 200 development, energy, drainage, recreation and related projects along the Colorado Front Range. Coordinated survey requirements and results with the U.S. Fish and Wildlife Service, Army Corps of Engineers, Urban Drainage and Flood Control District, Colorado Division of Wildlife, and local cities and counties. Clients included: Duke Energy Field Service, City of Greeley, City of Loveland, Everitt Companies, McLeod USA, EDAW, Landmark Engineering Ltd., Drexel Barrell & Co., Roche Constructors, Western Property Advisors, Inc., and many others. • Stormwater Permitting and Planning — Completed Stormwater Management Plans, Notice of Intent Filings, Stormwater Permits, and construction monitoring for numerous energy, utility, and flood -drainage projects in Colorado. Clients included: Duke Energy Field Services, Urban Drainage and Flood Control District, Xcel Energy, City of Loveland, City of Greeley, and many others. PERSONEL OVERVIEW: Eric Berg, President, Project Manager, Wildlife Biologist Education, Certifications: B.S. Wildlife Biology, Colorado State University M.S. Range/Wildlife Management, Washington State University Certified Wildlife Biologist Certified Professional Wetland Scientist Expertise — Over 25 years of experience in: • Preparation of Environmental Impact Statements and Environmental Assessments • Threatened and Endangered Species studies, Section 7 Consultation with the U.S. Fish and Wildlife Service, preparation of Biological Assessments • Baseline wildlife and vegetation studies 2 • Wetland delineations, permitting, and wetland mitigation planning • Mitigation planning • Project management • Environmental Planning Troy Gerhardt, Ph.D, Terrestrial Ecologist, GIS, Permitting Specialist Education, Certifications: M.S. Zoology, Duke University Ph.D. Ecology, Colorado State University Expertise - Over 15 years of experience in: • Baseline ecological studies • Threatened and endangered species studies • Wetland studies • GIS mapping Barb VerSteeg, Wildlife Biologist Education, Certifications: University of Illinois, M.S., Biology/Ecology Colorado State University, B.S., Wildlife Biology Certified Wildlife Biologist Expertise - Over 15 years of experience in: • Baseline ecological studies • Threatened and endangered species studies • Wildlife and telemetry studies • GIS Brad Johnson, Ph.D, Wetland Scientist Education, Certification: Ph.D. Ecology, Colorado State University Certified Professional Wetland Scientist Expertise- Over 20 years experience in: • Wetland delineations, and wetland permitting with the COE • Wetland mitigation plans, wetland revegetation plans, wetland restoration • Wetland inventories and analysis • Baseline vegetation studies • Threatened and endangered species studies Craig Severn — Ecologist Education, Certification: M.S. Ecology, Colorado State University • Over 15 years experience in wetland delineation and permitting, wetland design and construction, baseline ecological studies, reclamation, sensitive species surveys, and NEPA permitting. • Mr. Severn is an Ecologist with extensive experience in landscape analysis in Colorado and the western United States. He has a broad understanding of the ecology of both aquatic and terrestrial communities. 3 AFFILIATIONS, CERTIFICATIONS, LICENSES Certified Wildlife Biologists, The Wildlife Society Certified Professional Wetland Scientists, Society of Wetland Scientists Approved by the U.S. Fish and Wildlife Service to complete surveys for Ute ladies tresses orchid, Preble's meadow jumping mouse, black -footed ferret, desert tortoise, mountain plover, and Mexican spotted owl Licensed by the Colorado Division of Wildlife, and U.S. Fish and Wildlife Service to complete trapping for Preble's meadow jumping mouse Approved by the Corps of Engineers to complete wetland delineations and permitting 4 File contains oversized map Please see original file PRELIMINARY DRAINAGE STUDY FOR THE SCHELL ANNEXATION MEAD, COLORADO Prepared for: Saint Vrain Properties / Mark Schell 1521 Diamond Wall Drive Berthoud, Colorado 80513 Prepared by: TETRA TECH 1900 South Sunset, Suite 1-F Longmont, Colorado 80501 Tetra Tech Job No. 80-4975.001.00 November 2007 (h) TETRA TECH ! Mb TETRA TECH . November 16, 2007 Michael D. Friesen, Town Manager Town of Mead 441 Third Street P.O. Box 626 Mead, CO 80542 Re: Preliminary Drainage Study for the Schell Annexation, Town of Mead Tetra Tech RMC Job No. 80-4975.001.00 Dear Mr. Friesen: Tetra Tech, on behalf of Saint Vrain Properties (Mark Schell), is resubmitting the enclosed Preliminary Drainage Study for the Schell/Mead Annexation for your review. The proposed site is located west of Mead, Colorado, on the northwest corner of Weld County Road 34 and Weld County Road 5. The proposed development of the site consists of single family residential, commercial, associated streets and utilities, as well as neighborhood parks and open space. The enclosed report provides a description of the project, the historic site drainage, and the preliminary developed drainage design for the site. Thank you for your time and attention in this matter. Please contact me at 303.772.5282 if you have any questions or comments concerning this report. Sincerely, TETRA TECH Steve E. Sciscione, E.I.T. Design Engineer Reviewed By: Cameron Fowlkes, P.E. Project Manager Enclosure mit TETRA TECH ENGINEER'S CERTIFICATION I hereby certify that this Preliminary Drainage Study for the Schell Annexation was prepared under my direct supervision in accordance with the Town of Mead Storm Drainage Criteria and Construction Standards Manual for the owners thereof. Camerflbwlkes, P.E. Registe d Professional Engineer State of Colorado No. 3,9 18 TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 Intent 1 3.0 Design Reference 1 4.0 Existing Drainage Characteristics 2 5.0 Developed Drainage Characteristics 2 6.0 Pond Release Rates 3 7.0 Conclusion 4 8.0 References 5 Appendices Vicinity Map A Historic Runoff Calculations B Proposed Runoff Calculations C Detention Pond Sizing D FlowMaster Analysis E Preliminary Drainage Plan Back Pocket i PRELIMINARY DRAINAGE STUDY FOR THE SCHELL ANNEXATION MEAD, COLORADO 1.0 INTRODUCTION The Schell property historically consists of 202.8 acres of agricultural land surrounding property owned by the Town of Mead, including Mead Reservoir and the Town of Mead Park. Saint Vrain Properties / Mark Schell is applying for annexation of the Schell property. The site is located in the south half of Section 8, Township 3 North, Range 68 West, of the 6th Principal Meridian, Weld County, Colorado. The Schell property is bound by farmland on the west, north and east sides. It is bound to the south by the property owned by the Town of Mead and Welker Avenue (CR 34). Please refer to the Vicinity Map in Appendix A of this report. The proposed Schell Annexation will primarily consist of single family residential housing. A neighborhood park and approximately 12 acres of commercial development are also planned for the property. The project will also include the construction of on -site detention ponds to control the release of stormwater from the project site. 2.0 INTENT The intent of this report is to provide the conceptual and preliminary drainage design for the Schell Property to assist with the annexation application process. This drainage study reviews the historic drainage patterns for the Schell Property and provides a preliminary design for the developed runoff. The drainage design for developed flows generated from the proposed subdivision is intended to provide no impact to the historic local and regional drainage system patterns. 3.0 DESIGN REFERENCE The criterion for drainage design was taken from the Town of Mead Storm Drainage Criteria and Construction Standards, January, 1998. The Town of Mead Drainage Master Plan was also used to assist with determining the drainage conditions downstream of the site. Each individual major basin is less than 160 acres in area; therefore peak runoff rates were calculated using the Rational Method. The values for runoff coefficients, C, were taken from the Urban Storm Drainage Criteria Manual (Volume I), June 2001. Rainfall intensities, I, were calculated using equation RA -3 from the Urban Storm Drainage Criteria Manual (Volumel), June 2001. The 2 -year event was used for calculations involving the minor storm, and the 100 -year event was used for calculations involving the major storm, except for the commercial site, in which we used the 10 -year event for the minor storm. The detention ponds were sized to detain the 100 - year developed flow rates and treat onsite runoff for water quality purposes. The detention ponds were designed to release flow at the 10 -year historic release rate. 1 4.0 EXISTING DRAINAGE CHARACTERISTICS The Schell property presently consists of undeveloped agricultural farmland. Historically the property forms three drainage basins, and the storm runoff sheet flows across the basins from the west to the east. Basin A is bounded on the west, north, and south by the property boundary and on the east by the Supply Irrigation Ditch (to be referred to in this report as the Western Ditch). All stormwater runoff generated in Basin A currently outlets into the Western Ditch. Basin B is bound on the north and south by the property boundary, on the west by the Western Ditch, and on the east by the Mead Lateral Irrigation Ditch. All stormwater generated in Basin B currently outlets into the Mead Lateral Irrigation Ditch. Finally, a third drainage basin, Basin C, is bound on the west by the Mead Lateral Irrigation Ditch and on the north, east, and south by the property boundary. All stormwater generated in Basin C currently sheet flows off the site toward the northeast corner where it is collected in a borrow ditch that runs along Weld County Road 5. Historic drainage calculations can be seen in Appendix B. According to the Town of Mead Drainage Master Plan, July, 1998, the Schell property is included as part of the North Creek drainage basin. Offsite Basin 1 (OF1) is bound on the west by Weld County Road 3, east by the property boundary, and north and south by the flow path onto the site. The Town of Mead Park and Mead Reservoir (OF2) are bound on the north, east, and west by the property boundary, and the south by Weld County Road 34. According to the Master Plan, the stormwater runoff from this site is ultimately discharged to the North Creek. 5.0 DEVELOPED DRAINAGE CHARACTERISTICS Since the two (2) irrigation ditches that intersect the property will remain after the site is developed, the drainage basins for the proposed development will remain the same as the historic drainage basins. Stormwater flow generated on the proposed development will no longer be allowed to discharge into the irrigation ditches. Instead, the developed stormwater flows will be piped offsite to be released into North Creek located northeast of the property. Developed flows for both the minor and major storm events generated in Basin A are designed to drain by overland flow, through streets, inlets, and storm sewer to a proposed detention pond at the north end of the basin. The Basin A detention pond discharge will be piped across the Supply Ditch into the Basin B detention pond. The Basin B detention pond will be designed to capture storm water flows from its basin in the same manner as the Basin A pond. The Basin B detention pond discharge will be piped across the Mead Lateral Irrigation Ditch into the Basin C detention pond which also captures stormwater runoff from its basin. The entire detained release will be treated for water quality and discharged at the allowable release rate (determined form the Drainage Master Plan) east through a swale along Weld County Road (WCR) 34 'A, and then north to North Creek via a swale and culvert underneath WCR 34 'A. A preliminary drainage plan has been included in this report. 2 a ■ 6.0 POND RELEASE RATES a a a a ■ a a a a ■ ■ a a a ■ ■ a a Pond release rates have been calculated cumulatively. The Historic 10-yr release rate for Pond A is 20.04 cfs. According to the Town of Mead's Drainage Master Plan, Pond A has an allowable release rate of 12.60 cfs (0.35 cfs/AC). Since this value is less than the historic 10-yr release rate, 12.60 cfs has been used in the calculations. Offsite Basin 1 flows into Drainage Basin A from the west, collecting in Pond A as well. A total of 64.01 cfs will be released from Pond A. POND A Allowable Release Rate Offsite Basin 1 (100 YR) TOTAL 12.6 51.41 64.01 The Historic 10-yr release rate for Pond B is 36.11 cfs. According to the Town of Mead's Drainage Master Plan, Pond B has an allowable release rate of 25.83 cfs (0.35 cfs/AC). Since this value is less than the historic 10-yr release rate, 25.83 cfs has been used in the calculations. Offsite Basin 2 flows into Drainage Basin B from the southwest, collecting in Pond B as well. In addition, Pond A flows into Pond B through a 36" storm pipe. A total of 136.72 cfs will be released from Pond B. POND B Allowable Release Rate Offsite Basin 2 (100 YR) POND A TOTAL 25.83 46.88 64.01 136.72 The Historic 10-yr release rate for Pond C is 34.31 cfs. According to the Town of Mead's Drainage Master Plan, Pond C has an allowable release rate of 32.60 cfs (0.35 cfs/AC). Since this value is less than the historic 10-yr release rate, 32.60 cfs has been used in the calculations. Pond B flows into Pond C through a 48" storm pipe. A total of 169.32 cfs will be released from Pond C. POND C Allowable Release Rate POND B TOTAL 32.6 _ 136.72 169.32 ■ 3 7.0 CONCLUSION In conclusion, the development of the Schell property will not adversely affect the existing drainage facilities or drainage patterns surrounding the site. Runoff from this site will be conveyed through overland flow, streets, inlets, storm sewer pipes and a series of detention ponds where flow will be released offsite. This flow will be channeled to be released into North Creek. The design of this proposed drainage system is such that the developed 10 -year run-off from this site will be detained and released at 71.03 cfs. The total offsite 100 -year run-off will be detained and released at 98.29 cfs. Copies of the preliminary drainage calculations, including the storm sewer system design and Preliminary Stormwater Drainage Plans, are contained within this report. I I I I ■ I 4 I I I I I I I 1 I I I I I I • • 8.0 REFERENCES 1. Town of Mead Storm Drainage Criteria and Construction Standards, January 1998 2. Urban Storm Drainage Criteria Manual (Volume 1), June 2001 3. Urban Storm Drainage Criteria Manual (Volume 3), September 1999 4. Town of Mead Drainage Master Plan, June 1998 5 October 13, 2007 Michael D. Friesen, Town Manager Town of Mead 441 Third Street P.O. Box 626 Mead, CO 80542 Re: Preliminary Drainage Study for the Schell Annexation, Town of Mead Tetra Tech RMC Job No. 80-4975.001.00 Dear Mr. Friesen: Tetra Tech, on behalf of Saint Vrain Properties / Mark Schell, is resubmitting the enclosed Preliminary Drainage Study for the Schell/Mead Annexation for your review. The proposed site is located west of Mead, Colorado, on the northwest corner of Weld County Road 34 and Weld County Road 5. The proposed development of the site consists of single family residential, commercial, associated streets and utilities, as well as neighborhood parks and open space. The enclosed report provides a description of the project, the historic site drainage, and the preliminary developed drainage design for the site. Thank you for your time and attention in this matter. Please contact me at 303.772.5282 if you have any questions or comments concerning this report. Sincerely, TETRA TECH Steve E. Sciscione, E.I.T. Design Engineer Reviewed By: Cameron Fowlkes, P.E. Project Manager R:\4975_001_SCHELLPROP\DOCUMENTS\ Drainage\Drainage (UPDATED)Wnnexation Drainage Report09 1307.doc ■• I I APPENDIX A VICINITY MAP VICINITY MAP SITE LOCATION APPENDIX B HISTORIC RUNOFF CALCULATIONS • r \\RMCCFSS01\Caofites\4975 001 SCHELLPROP\DOCUMENTS\Dralnage\Drainage(October 4)\UPDATED schell•histodc runoff calcs.xls SCHELL ANNEXATION HISTORIC RUNOFF CALCULATIONS 0 O LL CIO.- ID C'rY Cl M Cl C z. p C C C 11, 0 C Y N 9 ✓ (7 C) N Cl ma CO 0 0 N CO CO CO E f 0 (0r • n• C) O P n V L spi 3! P 0) in N a 0 1- N 0 m m 0 E O U a m >- >- a a } a a Y N a a a P Ni Cl N N 000 In 0 in 000 in a a co 000 O as 12 9 0 4 0 a a 0 O a aam C) 1 9 0 <00 a a 0 LL ›- P re C C C C N0 0-I- ▪ (1 0 0 a a CO N ma O O C E f r � 0 9L 3 a 0 r In at 0 m 9 0 E U CD h O O O C) N Cl OO 0 P 00 0 in 00 00 O a O 1- m 4 O a O P C) Offslte Basin Cl LL. LL 00 <11 0 JOB #80-4975.001. TETRA TECH RMC DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF 2.4 Time of Concentration One of the basic assumptions underlying the Rational Method is that runoff is a function of the average rainfall rate during the time required for water to flow from the most remote part of the drainage area under consideration to the design point. However, in practice, the time of concentration can be an empirical value that results in reasonable and acceptable peak flow calculations. The time of concentration relationships recommended in this Manual are based in part on the rainfall -runoff data collected in the Denver metropolitan area and are designed to work with the runoff coefficients also recommended in this Manual. As a result, these recommendations need to be used with a great deal of caution whenever working in areas that may differ significantly from the climate or topography found in the Denver region. For urban areas, the time of concentration, r4 consists of an initial time or overland flow time, r,, plus the travel time, r„ in the storm sewer, paved gutter, roadside drainage ditch, or drainage channel. For non - urban areas, the time of concentration consists of an overland flow time, t„ plus the time of travel in a defined form, such as a swale, channel, or drainageway. The travel portion, 4, of the time of concentration can be estimated from the hydraulic properties of the storm sewer, gutter, swale, ditch, or drainageway. Initial time, on the other hand, will vary with surface slope, depression storage, surface cover, antecedent rainfall, and infiltration capacity of the soil, as well as distance of surface flow. The time of concentration is represented by Equation RO-2 for both urban and non -urban areas: 1 t = + in which: = time of concentration (minutes) t, = initial or overland flow time (minutes) r, = travel time in the ditch, channel, gutter, storm sewer, etc. (minutes) 2.4.1 Initial Flow Time The initial or overland flow time, 4, may be calculated using equation RO-3: 0.395+;1.1—C, )� g033 in which: t, = initial or overland flow time (minutes) C5 = runoff coefficient for 5 -year frequency (from Table RO-5) (RO-2) (RO-3) 08/2006 RO-5 Urban Drainage and Flood Control District RUNOFF DRAINAGE CRITERIA MANUAL (V. 1) L = length of overland flow (500 ft maximum for non -urban land uses, 300 ft maximum for urban land uses) S = average basin slope (fUft) Equation RO-3 is adequate for distances up to 500 feet. Note that, in some urban watersheds, the overland flow time may be very small because flows quickly channelize. 2,4.2 Overland Travel Time For catchments with overland and channelized flow, the time of concentration needs to be considered in combination with the overland travel time, i, which is calculated using the hydraulic properties of the swale, ditch, or channel. For preliminary work, the overland travel time, 4, can be estimated with the help of Figure RO-1 or the following equation (Guo 1999): 1,=C,SY,os in which: . p = velocity (ft/sec) C. = conveyance coefficient (from Table RO-2) . S = watercourse slope (ft/ft) Table RO-2—Conveyance Coefficient, C, (RO-4) Type of Land Surface Conveyance Coefficient, G Heavy meadow 2.5 Tillage/field 5 Shod pasture and lawns 7 Nearly bare ground 10 Grassed waterway 15 Paved areas and shallow paved swales 20 The time of concentration, 4, is then the sum of the initial flow time, 4, and the travel time, 4, as per Equation RO-2. 2A.3 First Design Point Time of Concentration in Urban Catchments Using this procedure, the time of concentration at the first design point (i.e., initial flow time, 4) in an urbanized catchment should not exceed the time of concentration calculated using Equation RO-5. -L+10 180 (RO-5) in which: t, = maximum time of concentration at the first design point in an urban watershed (minutes) RO-6 8/2006 Urban Drainage and Flood Control District ■ (m) TETRA TECH Client: J Le U Ani��Xa1+on Description_ _ Sol \ C i1 c v ! c•4 4-i o v+5 • Professional Engineers • Job No • `/97s Sheet. of Designed By: SE 5 Date: Checked By: Date: .as©t+ i_ al sif.s�its , '•-7- -I :- : tyPers►�.._ 4-- I�tz�S G�,.e� �t I -_ `_. ; ' - 1 r -T- 1_ T -1,*-1-1- -4-- -i-•-- -- -t- - ' lig, ; ; t 1- -I- ; - - r rj I..I8 8Z • C�I�u coim 1 I4 �' sDq?G Nets vl i I , . 1O I .._.:. .11 4 N I TE L ' ! _ ' • • _4_ i ---I---+- f---i----i- y.. -L F-4- -- ; u . i.-_r_ : ..�-.. .I. __f - -.1 - _ i i IS (. 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I' f lls • 1 l - ! - — -F- t 1 Cio _; !' 8 ate- G --t.-- .- .J- -2F-o .Gi.-1 i-- c'�.i. ZS —' C �� -- �� — - j riel _L 4- 4- .,—. I____I____, ! _,_. , , ! , I . L.. iC 2..- _io.J5 au,'o. I -lo. z I o. Z� 44,.215s , , 1 L.4.__._ 2 • P.- i 9 _t i_t± -- CI - O. 16b x D 72 �rp! - O 2)C o4-1-44 -4 ' 1 • _ D o3� � o. 2p 1 t III 'IH tLI E H 1 t 1 - - 1 ---1 t 1 I • tub TETRA TECH Client SClae-l1 AnneXat On Description- 1-\115'tir,c_ •ku1sxIt Cate uitsa-t04"5 Dram. it_ Bas in 0Fj. _knitFiltE i i Qw`-aaL Bds1n nP1 p r z t i I I 1 I ki; : v •915 (i I of ls+> > I I: I (o 042)0 33 I I —t - `- -1- 1--r i 1 �; I i`8 a 41.75 i''''n- 1 Li! 1 u- r-586fr-- T I I , I/ 3� -sr 1 ;~ ,.-x - 3 B•'39 • 1 4 1 r • Professional Engineers • Job No - Sheet '¢ of 5 Date - Date Designed By: Checked By: _ 1 t— r i _ T t 7 - !+13$J 1 ! 1, .1- 4 4411$ AA, ! 3 91 M,,, i I' I 1 1 I 1 . -Trt f I •` ( I Y -+- --"-. _- -1 - -r - ---i- I -! 103, e9 I ! 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I . -el ! ; • 1 L - 00 90 I , ' t- -. { I _ , - �- t--'- , ' i ' iii ,-T I � �- 1 , ; t �-*- _ iT- T- - r ; I I — •i --� 4 —r — — . —r —i— —1--- --� _— : �..._.. _ -_ ,--_ i- _ I,- - -L -# - , i 1r r $ -.. , _• --_ i .�- _ • 1• -i-----�-- •-- • - • , �ILi i s ,...i744.__! - --- - - b� ITS f ' ` i 3 J E , I �-�--; _.t_• •{ i,•'. ` --•- I 1, = 30.9 IM:,ti + -314 ? Mi.64 ' 1H t --, ' 1 j . . t -t 9-7� -i I 1•- r E I --t' ; r, t. } I 1-- r- 13b .rl r - • 1 • •. 1 FU T. -- I ' _1_.+-1 4 -_ .. T - 4___-____.___ _-.j_ ._/ •J- - 4 ' rt— • -� �..-1 - -- -i--' i • • - - 3 --t - i • _� a j 1 i i t 'i -. -: -i 5 1--- t- t i -j--- , j } i • I t i i .-.. ----I 4 -- - I { t ---I 1} }- I l r - i 1- 1 $ 1 ---I—i I --f -- j i 1 i ; i F i i I , , • f ; i i —�— I 1 1 } +--- 1-- 1; i !-•--f ; i ---- --r -t I i . # I - t -1. -� i -F— { i r -� i ` f-1 i 1 i 1 i i 1 -t- l . a r--i , r 1 1 1 ! i I 3 I i i 1 1 1 _ i I 1 i 11 i i I I I a I I U I I RAINFALL DRAINAGE CRITERIA MANUAL (V. 1) 4.0 INTENSITY -DURATION CURVES FOR RATIONAL METHOD To develop depth -duration curves or intensity -duration curves for the Rational Method of runoff analysis take the 1 -hour depth(s) obtained from Figures RA -1 through RA -6 and multiply by the factors in Table RA -4 to determine rainfall depth and rainfall intensity at each duration. The intensity can then be plotted as illustrated in Figure RA -15. TABLE RA -4 —Factors for Preparation of Intensity -Duration Curves Duration (minutes) 5 10 15 30 60 Rainfall Depth at Duration (inches) 0.29P, 0.45P, 0.57P, 0.79P, 1.0P, Intensity (inches per hour) 3.48P, 2.70P, 2.28P, 1.58P, 1.0P, Alternatively, the rainfall intensity for the area within the District can be approximated by the equation: 28.5 P, I, (t O + T )e'6 in which: I= rainfall intensity (inches per hour) P, = 1 -hour point rainfall depth (inches) T = time of concentration (minutes) RA -6 (RA -3) 01/2004 Urban Drainage and Flood Control District a a a a I ■ I I a I I APPENDIX C PROPOSED RUNOFF CALCULATIONS .�. ti... Q. L.e I- 1us t-er r'la.. C A 0 c - 0 - -o 0 Ov Q 0 0 0� 0)-nt Lr 00° O � v Q E O J pg 3c O^ > o„'_ O 0v OM 04" 0 O 1 00 (n v N C .N O t d 10 o M rn Fro.s, 'Dn4:nc5e N4orkr Elm t• d'p) a 00)) a MO N O 1 coon roar) to :ItoO N a) to n -4- 1.2 Mn 1O r,� O�<OM 03 to �-t.-t0 .-r.=rto MtpM00n OO6---0+-0CD CD 000000 0).1000 OO•-OO10Or(OOM a OM•)U)CI) OOOon Oi.- M Oto Oo NQQQQQQQQO t00)to to co ---,In n co rnrn to a O) n 0o n\\\\\\\\O m a to O) a Z O o O a 0) 0) a 0) O) O O Z Z Z Z Z Z Z Z O -4.7.42.-4:4"-i to to .t .{- -4 .t .t * .t to u) u) 0).t000 00•-00 cc) O�100141 O U)0c) U) 1) CO\M °0o M 0a°) O N a al n on\\\\\\\\o 00)0)0) O) 2000 0)00)°OO) OOZZ Z Z zz zzO -4',1.4:4.-47 to to •t fi tri -47 d -'t -or tti tr t[) CA co CD cn NroWn4D*01�r) n0fro*NON�N. n ODO)M*tO� n N.-nnd OON,M 4, M 4300.1M<OOrM NMm0Nr.Mn��0)Mt0to °0ooNM r.-MM'O Nf:--•-d:n M^4_NrrrC flN co N NCD 03 N N O N O N to r N r* NO nQ)60 tONNZ.tNZ00O®M10<0Oocon) ZN OONr`'ONv--oNNOMr-0000-0-0 .-N „rNn,F„,-F,NN,--N.--,.--.-FN ON 0 0 p cYN a CL d N a irlr wr rl PI M M.-� M� . -------w,-----, ......w....." --w -;.`pOOtoONOOOa)a) otnO)NONotoo•t O0n)Or OM•htotoO3O)OrrO.--Ndto(Ototo(OOOOOOO(OnC.- an to NN to to to to co co 43 n n n n n n co 03 0O Oo CO CO 03 CO CO O co J +' C a O 0 a U C C O 0 ow L _C C O 4) . 0g-11 4) � 13 0 O N co n ..--..4,0 0,_ 0 y 130 j 0 V a N L O L UU] 0 0W rnE 17 4. 1u N C t_ C 0 O 0) c U O al .L-' c it 17 004)4 . 1 .C 0 .......N..+-; o .- t° S. 4)w co o EL v o ..1 ccon N C .1) 00_ I. 0 O E v N O 0 o c r U a 0 0 M C N O 0 U K — 41 -c—a)� c U o41 CC C 0 ° -c 'L- O 0 f0 0 0t N ` Oa 0 C...--0-1- ° N .O C N O O 7 L O 01 0 O N U C CN C O E :6 CI 0 C _ C a.-.:' 0 U Cl) 0 N 0 C 0 O la L V ,F a C C a, r C O C 0o _c k_v..uo-cE0( ,P0LCCT N-- �c ooI CO 0 Ts ≤ ID �' O m 1 a 0 O ar) m_- 71 . 3..-0 D -CI0 0 0 0 0•_r 0 c- UM d a 4343 o v EOy ≤ m c c c 0 1� O E 0 m in o, n O 0 .+ 0 N a.-' w+ O , 0 CO 13- ND C� 3F� osCzo'-oC) j O L QU 0 O N O t_ L 4).2 O T tl01 1 N O C 0 t_ OX) 0 C 2C0 c a y �. O O t_ . 0 OON -4-'4-- --.71 NC C00 o0Ct-� cast o N1i 1U U 3rV 0 0 o N 0> u 0 o c XL. O` 0 O O- 0 C cz O o W r d a at N � 0 L � c 7 7 O - N M d v v v ■ ■ a a a a a ■ a a I a a ■ a a a I a a a R:\4975 001 SCHELLPROP\DOCUMENTS\Drainage Drainage (October 4)\UPDATED schelbproposed runoff catcs.xls SCHELL ANNEXATION Tc CALCULATIONS (differing methods) DRAINAGE A a oa N Yl O CO a T CV O CO cn 0 CM CO r N N n ari H F ro eel d J to N N CO co e') N U 0 v 0 0 cc cc ce j Y Y Y o N N O DRAINAGE B a M CO CO N a m N h O 0) N C, ICC 'p N C, A H A N A N n H Y tO N a n -J n N n N m N m N U 0 0 0 0 CC > CC } N WI O O DRAINAGE C icr a V a 0 co N a CV T ci b h m N OO N VI UUi CV ei N 0 J 0 el 0 N v f7 0 U 0 0 0 0 cc cc cc Y N m O 0 It 11 r N 0 U F h JOB #80-4975.001.00 TETRA TECH RMC R:\4975_001_SCHELLPROP SCHELLPROP\DOCUMENTS\Orainage\Drainage (October 4)\UPDATED schell proposed runoff catcs. SCHELL ANNEXATION PROPOSED RUNOFF CALCULATIONS a LL C 3' C G W C re a V C O 0 O C N a a t` Q N CO 0 Ct `1 0 0 0 m E f .0 a m 6 a e r m N N C Lr j N Q Cl el a N N CI 0 0 a a E 0 0 C a m N Co 0 to 000 0M6 000 Q C a` GO a a E E 0 f, w 00I" 00 oam mom CI U a F Q O 0 eel t' a m <m0 C C 3' O C a a O O a C a m 0 ▪ N am01 N 01 CV C E r — ▪ N LO el 0 C 0 a 0 0 ea C >- C b >a' N 01 In 0 ci ID el CV 6 00 0 0 o m 00 0 0a 0 F Q IP 0et P ta'l C a O 3 a 0 uu 00 JOB k80-4975.001.00 TETRA TECH RMC frt: TETRA TECH RMC Client Sf_1']ej' Annul p Ylnn Descripption- RAA l C % Cot-? C; 6e nts C. Designed By: aposeA 'Op d Q 10 p mC✓11- Checked By: • Professional Engineers • Job No- SO 'A 97S. 001-005heet I of 3 Date - Date: j — n I '— --•—i— '-__ T —t I 1 —-4--, ! li =}257 =91 Ac _ I --43'• 1�„. FL 11: • basin ti-ft. 2 = d 3O - Jr - t cab Lenj 141 f -w • t 2_ �s. C..10t3 '-— ` __ _ -t_{ _ __. i 1 i , Lh-TiT 2-23{'# I I I aa t� -,-4,J a ` . _ 1TGLor-din. ID TG (4ltlAla+lnns SP-ac� r$5:•‘c-�r t t4_ -1 lyla + (0 QL c, f�ov4 cns..gvod-ve_�I t ww GIB Colrr�IP+G$` {hod. rodva-s rs-, 5 Fier re L 14rq c_,t 4t✓ ., --- _ ; I I • -- I r i - - L 11 1-1-71 T 4- • ncs ri*1447.w. I 1 I S (-ft • TETRA TECH RMC Client: Sahli_1I Annex,-. }t'on Description: h Y1 ectc C ft -C, cc i CR_n 1 C , C �rapotei..)9 V-Ckp nA rIIn 1 1 {—,f`roc �INcca _-�cs.�Yi� eSil �av�t7'c � _ �_tr * -Cy LC -4122. 11--D; `° 1-- as - -G o :24 b,Q-. i 1 I — =_5410: f 1,U _;_— -- r i 1 I ; 1 t I 1 1 1 { • Professional Engineers Job Noea--f -ic:001.0($heet Designed By: Date - Checked By: Date: Z of 3 1 1 I I — r I. r G dO IC 100 I a_3� sQJ_ 5tlit .>nt_ t, Re4cl >i4 (" I i. I ■ ■ I (It • • TETRA TECH RMC Client: c(,t 4 t1llf el(L `o Description: Runo t 1a)4 1U��)T 1 c, Pt n pUSe J trAte,iynif r i) , „ • . . ;•� } -i- ---- i---- i 1 __....1.._,.......±....1.__L. -^ _±- i ._... __ a - - --• — -i - 1*• -f --et154i,x, i !--= , Fiy4 , ; , i-c_i___+___I /poi 4. o _1=.4_4_,_...f . . _ Dih___L___i___1___ 1 =4 i ___,....._4........„..4......d.„._±......1_4_ ' i j I i ; 1 1 , i —? - 1 . • • ---Zip-P-4-0414 + i-- Y--i-•-_---- • Professional Engineers Job No.:OD-75-• 0 01.0 O Sheet Designed By: Checked By: Date - Date: 3 r �•7 a$ 018 ! I. i iw--r-.I... i.... E i Lf Y I r - - -�- r ; ; -+ --• . .-- i { a ' l 1 ,T •fi 1 t , , 4 + APPENDIX D DETENTION POND SIZING TETRA TECH RMC Client:Sate_ a ACVNIN •-4-io.. Description: Sas r• Sv‘.9 A -Pon. Moo ca R t aj O.f � • Professional Engineers • Job No:60-49?S_ 001.00 Sheet of Designed By: Date: Checked By: Date: , 1 CvT�rrj... yr_roL�_ r Q1a_. 0.o S-00 4:n9 Rflo>ra.b Ce -Soil Fs 35.99 Ac (o 4s c_ 1 Propose_A 1,as I,+e•aen/ ;o-mssrkaSS % 711.e.;- proposd b .,, A . 61;-1 II :.� F� .4e1 a o deli; ato &ApQiVtoa=.. I2 cis art 44 et ( .S -n 5 fe.- FN .; f3 pa.r 0.c ce _ , I Eit TETRA TECH Client SC, he -11 Ahhexa-}-ion Description: ?onc3 A -Pt-%tbck calcs. Checked By: 25 75 min. = 5141 c So, \• types C L I r r a i • Professional Engineers Job No S°4915-• Dot • o a Sheet of Designed By: Date. Date - 1 Z. lr p a4s : ca - 35;9,lit tu i _ ?IAA" 2.16$ SI.4tc-rs = 661.ol t'TT + L! _ i T „, r j K_ __,1_ _Li6' G.i 5 A G ! li !-F I 1 , ' I -t I �i t { -- -. 2 DRZDTETENF1ONV OLUMEBYFI A&MODIFIED FAA (Saeil9Dfxd.rfddntue�€LinliML�heptertar dese[Guiun ofineiGii Project 6Ch$t Annexailm -:1, (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (Note: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. esign Information (Input) Catchment Drainage ImperMousness Catchment Drainage Area Pr 1 •. tot NRCS Sul Gay Rand Period MC Detention Control Time of Concentration of Watershed Plowable Unit Release Rate (See Table A) One -her Precipitation Design Rainfall IOF Formula I C1' P1/(C2•Tc)=G3 Coefliident One Coefficient Two Coefficient Three I «16An :!£ Paten A=[:;::::.ffdS)°5 aces Type .: :` L`" TAB.C.orD T-..::>:gr.•1IXis:::?:9.: rears (2. 5. 10. 25.50. Or 100) rmanes cfs/acre P,_�F 5.i 2fs:.3:%;ashes Ct C st00 Cr .'„ OT9 .. Determination of Average Outflow from the Ba Runoff Coefficient Intim/ Peak Runoff nova Peak Outflow Rate Ratio of q -watt) -In in (Calculatedl: c= Eimg4t.dgni to cm -in _ z::5.wi3: < 3:_ cis E--- titled "Par H I ptir corks so -out £' i 7: -' ds Raae= 3St) .?'O'- i:: tikes'...:... Pad A Delelfiondes,Modified FAA 10f4/2007, 11:12 AM • Project S4hdf Aiind*OAC-t :, .:.:.. .. (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (Note: (or catchments larger than 90 acres, CUHP hydrograph and touting are recommended) The user must fill in all of the blue cells for these sheets to function. 1 ■ • I r I 1 Design Information (Input): Catchment Drainage lnperwousness catchment Drainage Area Predevelopnent MRCS Sal Group RetanPaiot for Detection Control Tare of Concentration of Watershed Allowable Una Release Rate (See Table A) One -has Pregptaton Design Rainfall lDF Fanaula I = C1• PI/(C2aTc)"C1 efficient One 'Coefficient Two Coeffideol Urea ..: as::13x7q)a.,,y; percent A=`Ey:i al#. ::$I aces Type et )i t-fti:?- Gii i2:_ii:' : A 0. O, Or D T ;_'!( 190' i}'years (2. 5.10. 25. 50, orIW) Tc=5t3A"i::<)2aSi:a::; hminutes = %i £%:'::iffa- -i?di "nicks inches P - .i: 3,66 '_:ez C is 3a@9 S Determination of Average Outflow from the Basin (Calculated): Ruoff Coefficient Inflow Peak Ruoff Alo✓atle Peak Otelow Rate Rata al c-mROp-in oPw=;g;<:>:c;,4GijEal ea /c— M1�9 g _<- Enter Racial Ouetim Incremental Increase Valae Here {e. a. 5 for Rainfall Boston naiades Rainfall Intensity inches /Iv Inflow Volume chic feet Average Outflow (FAA. off) Outlaw Vatane ;FAA, 1.I: Storage Volme :FA&:f) A¢ then( Factor :S.j(=S.:2) Average Outflow P'M. csj Outlbw Volume :Mog c,) Storage Volume :!log. a:: ::: S' 11: ..F U;} .Un ,..U:: { .::{ ._.{ t> 1t: :' { ._.{u: ::: '.:3u. :t.: .,,_{err: :P: ¢: { #v , 2:22241.625****; FAA Major Storage Volume (cubic K)= Qiitit:SIi;306ssa3 Mod FAA Major Storage Volume (cubic K) iI6t d26 922:*bratilja sox 3,93 2*S xut 24 2.2.**Mat$2:22 $SS :,.; -Add$.:..;:. 222:9666:**** :222:401::22* :2:KA 3:60&1 **: 2*****102% % zhj .?;:14.61 *222 marn _ x21 4D7ed6 .: 46�S" <5759X-tSs ',-4XttS41Y :ei ..$Y y 3i 63�6S 2e: b3 3;21 `fl1$'i9.6d:sf : FAA Major Storage Volume ( ea.) .%333$(.:x( Mod. FAA Major Storage Volume (acre -It) UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.02, Released January 2007 Pond A Detetan.Hs, Moefled FAA 10/452w! 11.10 AM Project Basin ID: Sau 600,000 500,000 400,000 • • LL d U 300,000 0 E 200,000 100,000 Inflow and Outflow Volumes vs. Rainfall Duration Intersection of Modified and FAA Outflow Plots is at maximum detention volume 0 20 40 60 80 100 120 140 160 180 200 Duration (Minutes) -43-inflow Volume --a-- Modified Outflow Volume t FAA Outflow Volume UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2 02, Released January 2007 Pond A Detenlon.ids. Mauled FAA 10/42007. 11:10 AM I I I I I I I fat TETRA TECH RAMC Client:ScSeA, Annts.i \ar Description: b&5 i n S.7inq 6 Parc4 A i(o...)o_Ult Per: «............. a _ Quo% 36.tl It A «o r..171:n 4(o4a6(e ccs t • Professional Engineers • Job No:#60'WIG -60t•°"'Sheet of Designed By: Date: Checked By: Date: . C�w.3e 'C��` ii : !_ ,.tQ-yen ;dtsc str;je�_._.. T9 1N e . i`!1 . 1 „, r e l;e a-sg 1?.. e is, . Q 5 c. S/ Ac Q= 3• c(60:SS' cis/IN _ 2 ,83 c.Cs (o5 ic-..CSC`-ti.P .��i lJ. �rieo5'A 0-5,^'. lewperviov-smo_ss- a7 r0 PoSc el .�.L-s �... L! 0; it LC. tP(J�\.flee I _ S,I^ fe- . 4 e^ .4_1 o- L. O . dxl.e.((4.�. .:,lv� t 45 par 0 crc._ osi ' 1 r Nb] Client: Description- ?on. a -g DG -1-e Nd't o r C c,1 c TETRA TECH Sc ke.H %nntxa-iiior, • Professional Engineers • Job No.: go -Cj47S5 aO1 ' °O Sheet of Designed By- Date: Checked By: Date- 2y.7'I: "k,n Tr�P• Q g 1 n -Soil +jge re.le-as.c� 5' 0 - t i i , , ,, fA i-e tad lip ( ! i r _i Y ,pd; +da4F + IZ 1G i -. I I I -i- ----r-1,--� --*--+-� -r--4- I -- '- '--� - i I . ,1 I i — i____ DirL %H. o1... cis `1b. ag{cf t 25;83cisI- )) 3l.i.-7 ifs 't t _4414 --L-4...- . 184 s8 --� 7 60 h�C t qq �. �..... ._ . _—._.. i_-! , 4 -.-._._,. -. .,.... ''. I (-}{ .•.q ._ .wry �._ '._. _.-t -i .....-F /.� r� _ 1 -i-4- -r -r -roviliA OAP' _.QQut Plonk F . L9�•]? c s I _ i. ' i i I l I —' 1 I t rt i -f I 4 --- ---1 ---+- I I + -I - I ! I 1 t I r t1 -4 -- I I. t I { ` r- I i I -- -- r— 1 I I II, , -t I I r-- - r1 i- , i . I i I I I I I -1-1-1++ 1 I —1 I } I —f li _ . i}EFEkFI sea318DOR1 Project Sgliot$Aunenflgn motto Basin ID: Pad..B . (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (Note: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. Design Information flnputi: Catchment Drainage kryeMousness Catchment Drainage Area Predeielop ent NRCS Soil Group Return Period for Detention Control Time of Concentaion of Watershed Urit Release Rate (See Table A) Precipibllm Design Rainfall IDF Formula 1s CI' P1f(c2•Tc)'C3 Coefficient One Coefficient Two Coefficient Thee i6 t percent ....................... A 3f.�8G70 � was Twe= s8, C. Of i h.......` years (2, 5.10.25.50. or 100) Tc minutes ds/acre P,=:iii:!:;?i'[:iil EiiEi 'inces C 1$5n CI O,:a fQU0i"„ G, 0Tg Determination of Avers, a Outflow from the Basin alculated1 RUMI Coeffidmt Peak Runoff Peak Outflow Rate Ratio d Op- kt C = KaifiitaW QPin=iF'::ss<:1iatS.as:Cis <— uGCd {nr QB (aorf' Ifs GA1C..5 Op-out='s££JY MS8II`&:8f. as Rao = iia'O.40iAn' Pond 8 Dete ionNi Malted FAA 10/4/200], 1113 AM Inflow Volume aSic feel .: pr.` Project: IfiChited AJOEDETENTION VOLUME BY FAA & MQDIFIEOnatbenhOe €. aef/5GCM Volume (Runoff Cba�iterfoxdiesct(pt{oacimettiod):_ Basin ID: :Pti*d:S`.:::;1616lI )64 (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (Note: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. eyn Information (Inputi: CaNimere Drainage Imperviousness Catchment Orange Area Predevsopmenl NRCS Sod Group Resin Period to Detention Control Time of Cencentaeon of Watershed Alawahle Unit Release Rate (See Table Al One -hour Precipitation Design Rainfall lOF Formula I = Cl' Pt/(C2.TcleC1 Coeffieent One Coefficient Two CceMant Mee ;.:488. Percent A=tz1::118t3:tW:>:i? aces F-- Tyye =: $6),I ::::O..::.'ai:. i:5 A B, C. or O T --. t 100 :.: years (2, 5. 10. 25.50, a 100( Tc=:::i:c!::;25?ziii:i. moues ds/acre P :e: 4ase Iles C >::290D Ca ::i0410 etermination of Average Outflow from the Basin (Calculated). Rt ouCoefficient acre:Peak Runoff Allowable Peak Outflow Rate Ratio of C ,-atlA pin Rental Cession n'I'rules c rig d Ratio= nalle8M1 Enter Rainfal Ceraaon Incremental Increase Value Here (e q. 5 fa 5 -Minutes) Rakdal Intensity aches /M 35. .:t .b 9206 Average QMlow tudutt PA5aw Volpe ,TPA. sr; :totter; Storage Volme tFAA, el) io.:gx` Mustnent Fac tor ',Stead? Average Outflow Outflow Valise (Sidi rs .o -4o:` :w; } >fkf °n<ir%d:TK,OFl1A: .31LO, .:fl-:;:... <o�3EKrigtr;4.,::z,`-;kv� . k�is�x a4ta.::;::> ,... 5, 3 ots"'" ag«::,?.x6),.. Storage Volme rerwe 6:4-0,,Rgarrere sseotrktirrer TJA121..::«.:'.,a1108.Q79:A:,::47:46106rJr -'- 71fe.39 2+4SaI4 - 40 a44: S5>;e51t . a" 't02# : .0f3,z44-.r 665480;046 <'y'aiE6Y a - ....t0; «:3#844' ::s. 1x113" <:.>-.,r2}$>Y93:: ?tf9,9'5Fc & `T<9'Ta i03,f Ens ♦::?d.4.Odb a ... > ffi64z ' . I@,� ' ' ::3x5 x a..a ' :6662):1A))))6.Z667469 dee 2J1S •6661.98 a: t4Z ZO 'Ridgy ..... t&e,.._...f ;1ON:FA irWelirerS:Emi lsemekddF.. ID k-. '1.a1:L .: a<: 10219,' ,M*.Merx: a r'38Y1'.T' 4sga 794TH \s WI$ f t:algoe-F era s z 932f9` 6f.Z45S.: xo 6::etx«.a.t''; SWAM A i a i4. rrs`S:tag( :« :102;p3/-,3Ger56i - n- zps W. :E 9ti.11:.x.:«—:,,::,14?M9; - :)66: 6.A83@Y? 944 . ✓ !? 5 nor ; S:66 '853ya ,wxr(!F&z : :#428 z `13zi19: tm:494T:1'19r;3< ,'1VY43 5 fi$-GxR- J ? ' r' m,:g &19..44 olil.'3t f4S' : t i 29W :6641agiriA llgRATMAMAi6i;•₹>ft ':MA fit E2 gStiQ £2t3 J jll a4,,:i"3i iF: ;S l SW6: MRS, a c� ea3c ,41:1 r "are a <W A491YIf d 3 4kD `"' RS y x^%Si31TEr. 21 :_.;oL n„ltrfff3a. $!P3 8P6.fl4 a $OG' Y' ajjKi AS:i ' 25e2.µ9 :ek '.eE-.g*'yt4::ky: 1t~4f.3:i: FAA Major Storage Volume (cubic tl) = ":i]::628145866 Not FAA Major Storage Volume (cubic ft.) = :i 2 * L93'rr: FAA Major Storage Volume ( -ft) »S,'fWP::;r Mod, FAA Major Storage Volume (acre -ft.) VT272.:`K UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.02. Released January 2007 Paid B Deteiiien.ds. wearer FAA 10/82001, II II AM K- 3o eMO. u :Wet*. aid. ee DSICM brute -:I RMnofiOfapterfo*deu Volume (Cubic Feet) 1,200,000 1 000,000 800,000 600,000 400,000 200,000 0 Inflow and Outflow Volumes vs. Rainfall Duration Intersection of Modified and FAA Outflow Plots is at maximum detention volume 140 160 0 20 40 60 80 100 120 Duration (Minutes) 180 -?"..-- Inflow Volume -ik-- Modified Outflow Volume -4—FAA Outflow Volume 200 UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2 02, Released January 2007 Pond B Detergntais, Mooned FAA 10M2007, 11:11 AM 1 • TETRA TECH • Professional Engineers • a I Client .--U Anne-A.64i on Description: _ ?De c) G P 4 1 a n ca iG s Job No.:90"MS- Dot.no Designed By: Checked By: Sheet of . Date: Date: 1 s o f �-v�2o� - 93. aG Y PT 1IF.gyp. 45 I { r i + A--� w S¢ % P` ! i - •fit-• i , , i 4 T i I � �{__l__' � 3 : l 1 a s 1 1{ ! l a° IR ' ! f--.. -- I- ! 1 S t 11$;3 Q • 913. dSIBC • i f� t- I ₹ ' - ii l� �`_'� ` lz c.�► i a-. i.._..1 ` i _II�_ t,4t I _ -i - -� ---•1 , i T baZ9 r t l �t = t . 29! crs `i I �'17J I 1 1 -,- I I i � 4 t � fL t 1- -R- -� i! • -t- I { •--{--•-i---i.- -•- I ■ 4- ! il -#--1 1. - i- -4- i- --L --t _ i. 4. i , - t--} 1 i ` • "--r -Jr_1----1 i t . } ' L _1 -- 'i-- ■N�� N� -,_; ' spa ! i 111 4- i --. _�- --i- i DtRIJETENTION VOLUMEBY FAA rx MODIFIED (see ifi3DCMthrlume i RunM!c*npte[ f„rdesespl(an Project 6nhettAnnenflon t.-:;. (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) '(Note: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. esign Information (Input): Ca kirtxp Drabwge Imperviousness Catchment Drainage Area *Tedevekpntttl NRCS Sal Grow Rehm Peiod for Detention COMIC( Time of fomentation of Watershed Plowable Um Release Rate (See Table Al One -hour Predptaton Design Rainfall IOF Formula I = CI' P1fC2,Tc)5C3 Coeffide,l One CoeRldaq Two Coe:fiddl Three 1 a?#`c1�V - percent A = f�l'.iiM^r - aces Type =G x .`.::2<"x :`O A a, c, or T =' : i?:itPf v> years (2. 5. 10. 25. 50. or 100) mimeos q= :',%}M1:5:;;?':¢' cfs/aae P•=':..' :2tet%: ;: Indies alculatedl: etennination of Average Outflow from the Basin Rapti Coefficient Inflow Peak Ruled Na able Peak Outflow Rate Rabe of(h^utW in CaliMiairan 4--u2ed iar QcIooir. corks &.. ns Rata Pond C DNerion.ds, l lodfied FAA 1014/200], 11:13AM I ■ ■ TETRA TECH Client c- I I Iq n n c x A ti o n Description: jv ° ci C.e. F (td c A4-5, (Uis+ ric) 5, I0t I00 yr. 5+pr-w) • Professional Engineers • Job No.: 80 - 4'75. 001 .Oo Sheet Z of Designed By: Date. Checked By: Date_ , i• • •r -. ---• i r i - , ' pe• R L ! ' : '_, I ' ----r--r- i -+ 03• T 1 6L6ff. 44r -1• -, _ �- i{ I ; I t f---'--- i I, I {I ; T - I j". (- f i I --i - 7-- r- t T _, S o } a... i d'3$-t0.6sf t GrogiIL . ; _4- 4 ' _.. :C oal -yes sZo-! ; -- -_l i 2 ; ! jS! t ! i S I - -4 ---4 I - I I --i i • ! I ; i i - i i_ �.-_i_ I . I -i ' 1-.+ l,.. -t --�-4--- F 1 I i ! h-_ _. 1- ---i-- - ...t_2i. i 1 _Vh-----..--'_ L -T .---t t i -1---{----�-_.-�•-_..-__i.._. -. _'44)(1.4:-. sfQ_ , - ' ; : 1. , i _'---}-_._.i -{---t— Lower J _.4 _ -1- - __ .__k.. • =--±- ' _L_.: 1 I-- ,--H .T ._...; T.._.i.. • ; i ` I I ; r- t� --1,- -- i ... i ' I t71-472). .-..7.._.t..-..,- i___ i- ' I - ! _.._._�.,LL_.r I -I ' - I . i -T _a3 i oi0 x D o. 45 I I I Cam, : a ban O.(441 , I 0 _ I I F O•• i 5Z - f-` -j --1 ---;.-.-4-4-- _ 1 I i 4 .._i 4 • I _•- T--i' r ' • i 3 I ..-- --1-----r.--t--t—r-- i ---i---t-'=-4 f_ , - i if•"215 /� -._ - i Y , -*._...�_-..f- ._ 1 I II , 1 , j -. .. - - 'i • I - - t I''� . i-- ' _-.T. _ '--.--1� i :II, LI I ; P. ,_ 104.42_ x i)."41 _�.. i �� • : -t-- a. di ! 1 r! .i_ i ,o zq .-1----1-----1---1---4- i " -i----- y A- _, . t _4..._..4%__., ` r _. _ _ i -4 1 -1- } i --� '° -;sf. 4 X • , 59 a_ iC� �o�� p. 0 +{ K o 9 Si i i �1I t ' —+- tb2! $ _m -----r--• _ I '°• SL sg r I I !-fi —+- j ll I i--I 00 - Ol. C8 , ; , • i - - ; 1-- i ' , f f ' --4 ; I • f 1-'- --}---- i____,__ 4-- : --i---4 ` -4 -4 I ' i -I II i i 1 I 1 I I ,_ I , f" i I 1 1 + t �' I I ;' , I f t -- • 1 i; * -�-- t—� , i 1 I i f I i i ! • TETRA TECH • Professional Engineers I Client: � L k� I I /4hnc is424 et Description PL, rio -Cr Coe c >rtUes.-is , C. (t-(154oric) Jrtl0, lao yf• Shrrr Job No.: go- fR7s• opt .O o Sheet 3 of Designed By: Checked By: i i i j� i ' . ! i LI • ' ' -- t._-.-�---.-1 ---- -t--` .. .7"--r---.-- L-- -4. 1 .*.S1R a. p-, l3 x 0.32 2_ L _ .BSc.. = o• u,4 i i t - -_ _ ..._;_._i.._ ....r — � 1 0' X38 ;..__l. _ t_ _4.-4 a- i.... , - i -- 1 L. L - . -. • - • . -_. _. + H_ I -i •- I_ I -4. - ! t 4 . .. -- i ,-- 1 .4- z —, ----L . i : . , . ,_ : .I t -4-- • + 1 f i it : • 1 r �_ j �_. t.... _-f ,� -. 21 •-- : • • - - t— ; : = -�- --{ - 1 Q•3fe2 ©^3 S I , • , Date: 1- Date - 0. b3 E • .. .i___r ._ --•-• _1 }11 -_- . .,,___I_1•I i T� rt - • , ---r —t-t --' .1-. I E I r T ► t I. I —I.. �. i--i---i- -; ! H 4. I 1. iI _ I ' j i 1 f -- , -r-- -t -t • I S ■ TETRA TECH Client: • Professional Engineers • vtnC zCq Tl ova Job No.: 80 -5T-5-•°O(• o o l . O O `� Sheet + of Description: Rv"044 COCO1Cie__ S, C ( I S -tD r c-) Z i r-- M; n o r" S 6ren Designed 8y: Date: Checked By: Date- ! , : f I i i r i r I -r. - ._ ; . a 0 2 t ` 0V., f O.IO y O o fo t- ! t ' ---1 °!• o y .. 14.5' i -1 I. �T 1 �! , 5 Q I I _ ' D•bY3- 0.0' f HO to 08 - .v An ' . , l ids-- _l ' ;2 l S ; I t. • I --1 ell i --__,_______.4....._i___..4.....--.1.-1 07 f o;*b— 8,.,� Z 1 ' C 5 I" n' I ..- -"i---F— 1 7'"•'_-I...__t_.. .._.-- .. n .2,-� i r- 1----1--1itriTT, - --...;. -_-- - •r If4 I 1 ■ i — ----I- I �-• I T-.7--+--=_ ' 1 -;-- T S.I,II, + - - ; 9 C - oLott.Z _ x( o� .o �l v. o S .+< o. 9 III 44 , ' It! ; .; all!, ii C4n ::, O. 065 t I • I I ' 1 1I —i 1 L 1I o ff�r- --4 t. --- I y ' �y . P2 P213..45 �O!.a9y 1 i - i, 1 ...T , i i t- --;-- ' ; - ._ �.Cz.$!= i b . 32 _4 C. o, 0 5 !a! XI a .b7 = QiyJ . . l - ..�.... _..-..t. .. I -`} , - _ -- . I -- 11 . - —� --i--• ',r--. , fi . r T• ' 1 .I. --L - .4. . ---�—_ - L i_ 1 1- -I -f _ r--+ 1 i i y F r-i - 1 I ■ I ■ I I a DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF Table RO-3--Recommended Percentage Imperviousness Values Land Use or Surface Characteristics Percentage Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family Multi -unit (detached) 60 Multi -unit (attached) 75 Half -acre lot or larger Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off -site flow analysis (when land use not defined) 45 Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 ' See Figures RO-3 through RO-5 for percentage imperviousness. ■ CA = KA + (1.31i' - l .4411 + 1.1351- 0A2) for CA ≥ 0, otherwise CA = 0 Cco = !Qv +(0.8581' — 0.786P 0.04) CB =(CA +Cco)I2 (RO-6) (RO-7) 08/2006 RO-9 Urban Drainage and Flood Control District I I I. i I I DRAINAGE CRITERIA MANUAL (V. 1) !Iiis PatoS •ferpoIoltd (27) I I I $ I I I I ■ I —e Table RO-5— Runoff Coefficients, C RUNOFF Percentage Imperviousness D NRCS Hydrologic Soil Groups Type C)nd 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 014 0,24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 0.89 0.90 0.92 0.94 0.95 0.96 YPE)IRCS HYDROLOGIC SOILS GROUP 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 08/2006 RO-11 Urban Drainage and Flood Control District r I • Client. SGh�ll Anntxoi'7an vc II Job No • Bo-Hoo 1. oo Sheet I of 1 Description- Oho- hour ratq{''o II dcpt , 2i Designed By: Date. Checked By. Date. [eft TETRA TECH • Professional Engineers • ini IIJp_! - 0.pAA • A[±1_4,S Z rec4_p iron tin •--tbvre4 -CI rid r; zzndl , -{hr recvp 1-meon I4r Sthtll �ro{?er,+� I I 2' T I I I -� P1. 1 ,n "-1 . l I` i i rr W3 bfoto i . 4_n 31'3,11., i '. _i5{Nk tq 1r I i I '�! I , 4 9�-. 3 3.41 _o 1A , � �� , 0�ti °i. boo ...og Tx61t Ct as :, „ (� i- yr 541- -... ZonL r- '2.Ow--I-- 1 - I -I-I—I -a-- I ,, 1 _ l j.1 1 z54�r�, — _ 1 . 5b 'r I-,o—�ri I —t I +VlStna� 1 S „ex �i {�d_i i' i I 1 I I r 1 ( ; I 1 '-'y�' H " , n t T f r, P, s-o_r tr�o�r T I . , I L - --I - :2. 3 n , i III( -- -----1--1 I { f gil __i___1._:,,_t__ In - F-:- 1! `12 - - 7a I I -- I I 4I I 1t 1P,� k I �L• = 1 208 i n I I I I # j_21 -4 4 I j I I I' I L 1 T 1 -1 ', t- ; r t i" i I I,II III II1 I 1I -- I IIr 4 C t i 4 -1----1-1 ~ -f -�- —1 jI ' I 1 7 1 i t— 1 1 I 1 I I I r 1 L 11 1 I I I i 1 1 1 f--. I I I t I I I I I ti II j? I --� Ill {1 i11 - -11 -:- I I i� - - I , ,.1!, ,, _ 1;11 I Ills I I ■ I I I a I a I I a Project: 5'cweli Annexation Enter the elevation at the center of the watershed: Elev = 5,10(input) 1. Rainfall Depth -Duration -Frequency Table Enter the 6 -hour and 24 -hour rainfall depths from the NOAA Atlas 2 Volume Ill in rightmost blue columns Return Period Rainfall Depth in Inches at Time Duration 5 -min 10 -min 15 -min 30 -min 1 -hr 2 -hr 3 -hr 6 -hr 24 -hr (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) output output output output output output output input input 2-yr 0.29 0.45 0.57 0.79 1.00 1.18 1.32 +h , ` ; 2.12 5-yr 0.41 0.64 0.81 1.12 1.42 1.64 1.80 2.84 10-yr 049 0.76 0.97 1.34 1.70 1.95 2.13 ` 3.31 25-yr 0.59 0.92 1.16 1.61 2.04 2.34 2.56 4-45 50-yr 0.69 1.07 1.35 1.87 2.37 2.69 2.93 100-yr 0-78 1.21 1.53 2.12 2.68 3.03 3.29 x - 5:08 Note: Refer to NOAA Atlas 2 Volume III isopluvial maps for 6 -hr and 24 -hr minfall depths. 2. Rainfall Intensity -Duration -Frequency Table Return Period Rainfall Intensity in Inches Per Hour at Time Duration 5 -min 10 -min 15 -min 30 -min 1 -hr 2 -hr 3 -hr 6 -hr 24 -hr (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) output output output output output output output output output 2-yr 3.48 2.70 2.28 1.58 1.00 0.59 0.44 0.26 0.09 5-yr 4.94 3.83 3.24 2.24 1.42 0.82 0.60 0.34 0.12 10-yr 5.90 4.58 3.86 2.68 1.70 0.97 0.71 0.41 0.14 25-yr 7.11 5.52 4.66 3.23 2.04 1.17 0.85 0.49 0.17 50-yr 8.25 6.40 5.40 3.75 2.37 1.34 0-98 0.55 0.19 100-yr 9.32 7.23 6.11 4.23 2.68 1.52 1.10 0.62 0.21 ■ Schell-RainZone.xls, Z-1 10/2/2007, 14:38 One -Hour Rainfall Depth Design Chart 3.00 2.68 • 2.50 2.37 • 2.00 1.00 0.50 0.00 2.04 • 1.70 • 1.00 ♦ 1.42 • 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr Return Period Schell-RainZone.xls, Z-1 10/2/2007, 14:38 .Scktu ANncsa%on /P& £r Zyr ■ • 09 1.63 COLORADO 19= Cr, 10 21 30 49 !0d. I I H -1O N_I ¶NUI4IH I$ It naienl52 velurefl PEWS. I4 kO epa% nu Conan N anitsE,IMaeab !AIdveaurS c&nke NMrs✓m SolCHaw.fien Saw, U's 106 10i. 106 103 __ H Figure 20 ISOPLUVIAIS OF I=YR 6 -HR PRECIPITATION Of TENTHS Of AN INCH i4 -!3 �G u j+Nn�Xahcn Pay A r 2y„ _ ■ 2,12 SCke11 Ann!_xaf;on ■ Pie for S yr_ = 2,0t, I 1 SC. he -l1 Avirtc.xek or 11 Pp/ 1r Syr =L.€41 I I Scher! A1111(XotliOn I PI, -For 0 yr. = 2,L13 ■ I Sc��r r Akvi ? ion For JOyr. = 331 ■ 109 1 • • kit •2' COLORADO 108. 107 tt if M.B. 20202 rn...ra/ui oww.ipwi.SCMrrho. - , .. • ainhhIndfoo hob.. 'U`btaMv'« - VI1 T} 0! AN ]N�p� 24 -HR PREpPItAT1W1 F,,,r;,,,,,[ to HS DwYri(d µ:ab.,—, - SAGaonnotanSwMc[ ewnine,i4gOwbls . 7t 102 I Jci,en Ann otafion /94 For 2c yr. = 2.91 Jchall Annt%ation . rzy T'c 26yr. = y,oS I H 109 E 1E MIEN 3ISIN (t" 'CA. ATLAS 2, Wawa, N /M! v,ysoy.ew aCa '" nnanYd'eww Sway sn It Hituoo reopensrlicS t (..'..ei*cicala wea ernicm ..p ENderRWvuan 106. 705. 102 25 -IN 24 -HR PRECIPITATION 103. --102 5' jic f Aii,1 xa Hopi • �` {vr 50 y r- = 3. 30 ■ ■ I ■ ScheI1 Ali ntxoh. vr PyFor SO`yr-y,6o ■ ■ ■ 5chclf +vn . I, I r 100 yr- 3. 71 I I Schc/I AnneAcai;on . P2q ir 1O0y. = 5.0$ ■ ..,,,,, TETRA TECH • Professional Engineers ■ ■ Client SGkelt Anntacallov1 Description: 14154w -1.G Pun aid' CA 14.0 ka c t out S 'Driktrto_1 •gaSivl A Job No.: 807S.5°t .00 Sheet I of 5- Designed By: Date: Checked By: Date: rl Dro Hale- BosiIf) I t 1 . , +-1-----1-- , ' ---- i-r t _.i T ---1- ; ;-1- , ill-i. _ 1--- -r- i.__ ] :. I _., i _1 I ---f- h-i---ii-'r , , . t i - .< 0.33 i { ( 3$ D �!--1-- ---' -!--L--1.-�._..,r_.Y- • t l -- [-- -1-1-1 ' 1 I -G--i---7- -i- -t-t--Y--1--1----• ' ` 4.--I t_ , (� L `` ' t -� --_ ---, -- .i t - I -.l ._-� i ._ f-. ; 11 • - I i i --- { V lCliS 7(0, 011)°'51 I I ? I , . ' •• : I i 1 I — 1 l -}- v — o 9 65 4 J +� —t-- :...; ' : _ . - ( - - r I�/ T-.�. 1 1 �,1 i o.965 1� 6 Alt... i i + I ' i -1 ' -} —{--- - I --t-1 1 . 1 --r I ' .. i 'c {'30, b j7' I le, IAi i r 1 ---r 1- ' H -� F ` 1_"- •+ } f - , - ._ t I i I ' i I - } , i I i • i ■ ■E� r is . h� ■■ r: T - i --+ - l o+ - 3-1.--1— - - - -- - i t----i,---; — - r- -- --}• too _-- ..�.... • -- - — _ } _. _ - ...._._._• I - - .� DI tI , _1 _-1--Li i. -I '-'t . , . , i I 1 , ---I1 DI I 1 i, ,. fi , I , ,i, . , , D _.,.. . _i i __, i +- , l t_ i ' II }`r - L i )1 4- I f I I — I --!- 1, 4 i i i i • ■ ■ I TETRA TECH • • Professional Engineers • Client: SC ke. AnnLAa+v+•-\ Job No.: g0 -'19-7S. 6°1' L)c) Description: HI SA -Dr IC-- Run o CC Cal (-LA a T4 o n 5 Designed By: ---_ _ DrAl►,a d_ aaSrn 8 Checked By: Sheet of - Date. Date - -1- .-1-7—t I t— T - t 7 I—'� r i--, —1- ' I ; 1 i i • . 0.8e tin , I - 1 V= '1 oi. o■ • I "1-1--.! I•....._1 • i i ---+-1----F --1-r i --4- :- : t I ..._ I _ , II•Cilit__ Sf - i- -F---4 -+ • —I- I ; I et II1 ! I 1 - ■ ■ I o �'iil�■ ' •_- i _ i I ■■■■■■■ ■ _. _.i. l ! i ■ ■ i i i I ■■ ■■■■■■■ r '■■■ I i I i ■■■■ i■ ■ ;i I r ■■ r _i_. ._ '' .. ' _.y•.. _I_ _� I I ' ■ ■■ ■ ■■■■ t ■■■ I I 1 ■ •■■■■■■ ■■■■ ■■ ■ ■ ■■■ I 1 I , ■ -�- ■■■ __ j J' I ■■■ ■ ■■■• -, H■■ ■ ■■■ ■■ ■■■■■■ H� ! ■ a ■ ■ ; ' t �■■■■■ ■■ , ■ ! - { ■ ■ ■ TETRA TECH Client: 'S C ita Anrt c)(a -k o va Description: ;k‘S5i° C- Riir.o4i CAIcuia-i-ions `-nrOt.t►•k3r: BoLs in- G • Professional Engineers • Job No.: So -19751004.0 0 Sheet 3 of Date: Date: Designed By: Checked By: I- a:____[ L.- Pi! , L--i-- , • , i , t •-• I I 4 . i . . i --, L L ti, iii.,ti i A : 4- [ a - , i— - i. - - 1- , • i , i --_ - ___ !' ; ,o,ki ?•33 ,i ., 1 .,...•_i____,i • , Ij 1 , • ; I' l_ 4 ; : 1 , -!-- Jr Min .�-E-' _�-_- : ,... i 4- f --I-. ,.. Ii_.__ __,.4 _ 1 ` . -i --� _ -�- , t- ' i__ i , '■t~-• v = O. - 1!G 4 -� �r ¢ - -1- ;-- ' �- �-- - -} ,_ -_, . t- - ....� ^r -�- �i I r � 3 ' fit, _ .i i j , fU i■i '1 ' I I i. I T f -----4 _ ,___� ih i U' it " •x' 10 for ' _ •■ I 2- � ! + : , -I---- - -. l �in _ f i I i �.■ ■■■■ ■■■ gin■ 3 ■■■ , ■ ' ■■■ ■■ ■ ■ t 11 ( ■ ■■■ ■ ■ ■ I ■ ■ ■■■■ ■■■■ ■■ I _ ■ ■■ l , F ■■■ ■■■■ ■ ■ ► , ■■ .I■■ ■■■�■■ ■■■ ■■■■H ■■■■■■ ■■ ■ ' 1111■■■■ 1111 ■ ■■■■■■■■■1 ■■■ ■ I I I I I I I I I I I a I • ■ I I I U I fit TETRA TECH RMC Clientsc. t np j.0. 1i On Description: R off, n S12-1\11 C Po ad AI(o,Hipte 1' .te.st R lie • Professional Engineers • Job No:$0-`t'1lS-Oo1.DOSheet of Designed By: Date: Checked By: Date: , `T -e Mew � � 4r own a m T�;n��s 344,3 i +t,.4, ACC°rct 9 _4 Yo -ms Dra .y ia- (93. 65 ce/Ac) = 32.6 c -Fs. -S l Prict rot d5tc 14 5 7 rws,4:o,..t UG: -7q{ 9 4- (as At 12.83)4-1`? 5.363/ 93 oS 2W:74 Rainfall Oration nettles Project $0 'Mitt' QE EMION VOLUME V FAA• TAODIFJEFi?AACMET for':: 3JSOCM Volume IRuno fCbaptar'for descrIpt(un otfnplbgd Basin ID: iKiidf`,' :, (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (Note: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. Design Information (Input): Catchment Drainage tryatiaaness aliment Drainage Area NRCS Soil Grog) Reim Period for Detention Cafid Time of Concentration of Watershed t e MN Release Rate (See Table At One -hat Precipitation *sign Rainfall IDF Formula le Cl' PlI(C2eTc)AC2 dal One Two dent Three I `x#676?.percent A-::::>#:ef'RB#tdd8:::3Y acres efr-- 6S?::::x:,#i2;:: A, B. C. or 0 -e 1D9- years (2, 5, 10, 25. 50. or 1001 ("4.0:;949: ds/aae ndses Determination of Average Outflow from the Basin (Calculated): Runoff Coefficient Inflow Peak Runoff Peek Oute. Rate Ralo o Op ordRlym C=i CAIn = :#.,t z:Jfi5:,$di2::#:?>: ds p-a� -t' u`[:lEB3'B:'t)i2 cfs Ratio �%:' �"BPb4MYAlelhFi�it3i Enter Rafael O ratan Incremental Increase Value Here (e.g 5 for 5 -Minutes) Rainal Intensity vrtes/re o_{u:; Inflow vane atic feet o.gir.: Average Outflow (SAT •=s) 69.9.4199999 94909.949:9999499699 :;1:<i:: 9.96Z.:'ssx:8" " .:x 1;Q^: . 18 "i isrfi» .� '@� �26@7T' ( to0.< J.<. 361TA4 .::?45964 Y t1Q. 3if2: r 957,$7b .. %uft:, Storage N4ianent Volume Factor tI S'a Average Outflow Outflow Vane ^.0.Z. C'; ttotttOt Storage Vane : tt ffa(V' 3 994;9694i49.94{-94:09.99.9. Y95,2T# ;6f. c 164.28 7 90:7:;25` H27ikE9t .994@Xii9iiii9WiN44M69i.WESOW31S C3' ..::14.1:73 94r41i-9R8r+i '"`? _dc.fi 'X< t','? 110.4'.::`:: i2:tCs3: t£# .s' 99454,41S96 `h:»<'tiazo-...<Y8 ,r.,k ,:'k£Ai'i4.<...:.,.,.,:a83.f49......:...;#:g.8.6._'>" 86T tfi tz=:3 9994.929-9ii9}&121.44.449 99. 944`5 ..F 594 ..419;4949.9 S#.' 604416-;.:: a0# 2asi4h ,9999 6:: K, tf.9014099 9:i0494.2q=kt 9i,natt107 s:G.P if ?atkw;ry [15.488 SAS sns MR:fiSe 8959¢✓[ a '<€s k35.oi r -C'#2J S`ksffY i<). m '':9 `%(MMIgriln.M9 rsTge. ....sY... :86 r ..910.93 - 5a'14.> .6 -.:-1033 ._ . ' lgt.YC #tint i,A it1::6'.24?.,'Ya.:0:99MI'89:cat:!J :299 F31.t $P,Y...a18a a;a:.:... .<.,i 131(18. I E t - - 345,92 u&'t 614,965' s 130 fy' N 1 i 64109 9xg71fa•♦ t N} �k . ;>:L#5.: -..: :.,9#)#94.>. C': :6001 �'� �92Y" {i'k<3'zK Cfis396 44< i₹ .>a414*46 Want ag3.44 - !OM.. — %5 r 141.9.9 -A -10e5L 6,6141,41'!16 49s4A164.ii9iii r#i ' 1639 : .#8 .999 9A . ¶W 99t.I .'4r: 9'.`' 914WAn - 9.A669Af :....490 -: .,..ice.''.;.::.3Et :;.4,e?.5???2,� ?,..norms �S?::�za₹sf.:�+;:ts�,$..w9+&.:2#.'s�i.:::FJy�19F.::: ii u:. :rR 40.(6 . ---'l6572F - 9 6".56,'x:,. . ,. '.4.4.3? , :•2;!:'136! :' : <r ;if38'...,,.� magma 'gflt#;837r^' :1':xf41i�. .- .-.. z:. . S994666699 ': -:95x....9:.: 940.4. :#334 6. R3b93s .` S •X5996 SI2t3f, 3. 98F8YA dXNeB2B. "/': 495. �3i34*A ": t46i215 AO gat3 , :.:. k,948.74$.4 i99;2251O9.:.: --:ti 99941490 u 9,A1pxc 1 3a: 9,1S@fdx9 ^9t445f4p1 9 .,48(4.835 f FAA Major Store Volume (cubic " "„'t I 9a (cu 1'�}n#85<2iT " Mod. FAAMaIor Storage Vanne (cubic K) <jl' FAA Major Storage Volume (ecre4t) a #:%::tid44Sf' Mod. FAA major storage Volume (acre -ft.) =i2: _9 4442 iiii:�:ii UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.02, Released January 2007 tiii4s9024,940PAC.9:29934046t9 7 Pond C Detertonalc Mottled FAA 106/2007, l l:l I AM 4@S. 1976 Project Basin ID.._: :esz:re}er>2r:' _ Volume (Cubic Feet) 1,600,000 1,400,000 1,200,000 1,000,000 800,000 600,000 400,000 200,000 0 Inflow and Outflow Volumes vs. Rainfall Duration Intersection of Modified and FAA Outflow Plots is at maximum detention volume F- 7 0 i 0 20 40 60 80 100 120 Duration (Minutes) 140 160 180 200 3A-- Inflow Volume -4-- Modified Outflow Volume -4— FAA Outflow Volume UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2 O2, Released January 2007 Pe,d C Detention Ns, Monied FAA 10/4/O7, 11:11 AM a I (t) TETRA TECH Client: - 1I AnnUca-Ciot- • Professional Engineers • Job No Sheet ________ of . Description: Vv Q C U P' 8 C Designed By: Date: - Checked By: Date: At !j I fi i �._ , i J_ �3. i i i • 1 i j �4re- A 8 = I { Sri, r ((o,of '� —fir- _. _.r i I 1-- i �+131-"ti 12v. , -- -, fi /M�,. a G 7Qo ! 1{i 4 ,-+ i , t L2..14 I T1 j --4 —f -{--- 1 I , ---t-•-4-- r jl.{,1L six- - ___}.-# _i.__L__--_i.-.._ _ WQCVI: o' ,,IL, L, + i. $�, Y(l'oihr n '.4 Ti__ I.; 012ioiv-4. .ii.)(c7.1' l- _~ � — —_f .. i_..4-4— — --'------t— . — i - -i — —i • t --- 1 I i I 4- 4 — t �i — i— - --- -{ -- , f ! ; �. � I { -_• —r•—• ?' / } , i 1�Ml.A-4,- �� r,lit -, 1 ! q 1 LVFAVi��3 !LaL� �,r _i7_ lit { fr1iL S t—�D 1 t_ - 1 ,L i �4'; i____1 ►oz.. g zK E, 1 -,--t- { -� 4 i _11--1-7-. • r t --!•---4--, 1 - I i •i -•-- ' -+- I _r____r t : , I i Ii -14r 4- -__i_ 4. -vi. 1,_ .6, it 1 42 If 1 ' T1H___ 1 i _ ._.i I ; ; 1 j i �' '_ { ' 1- i t r --L- ' - ' ---i _ 7---- t { i -i -�-- i_ - , 1 i--� -1.-- 1 I i 1 -•-•-1-- ' I � 1..1- 1 . �..._..,_ ___t. _ i '- I 1 1 1. �� ' t ii _ f+ i } 1 , ' ' i ' } { fI APPENDIX E FLOWMASTER® ANALYSIS I ■ Worksheet for Pond A Outfall Friction Method Solve For Roughness Coefficient Channel Slope Diameter Discharge Normal Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type r w` 3ti i t Downstream Depth Length Number Of Steps Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Upstream Velocity Manning Formula Normal Depth SuperCritical 0.013 0.01000 ft/ft 3.00 ft F- 64.01 ft'/s 2.36 ft 5.96 ft' 6.54 ft 2.46 ft 2.57 ft 78.6 % 0.00858 ft/ft 10.74 ft/s 1.79 ft 4.15 ft 1.22 71.74 ft'/s 66.69 ft'/s 0.00921 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 78.56 Infinity ff/s Infinity ft/s Bentley Systems, Inc Haestad Methods Solution Center Bentley FlowMaster (08.01.068.00] 10/412007 1:01:03 PM 27 Siemens Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 • ■ ■ Worksheet for Pond A Outfall Normal Depth Critical Depth Channel Slope Critical Slope 2.36 tt 2.57 ft 0.01000 ft/ft 0.00858 fUft Bentley Systems, Inc Haestad Methods Solution Center Bentley FlowMaster 108.01.068.00] 1014/2007 1:01:03 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for Pond B Outfall Friction Method Solve For Roughness Coefficient Channel Slope Diameter Discharge Normal Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type t >yr Downstream Depth Length Number Of Steps Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Upstream Velocity Manning Formula Normal Depth .464 SuperCritical 0.013 0.01000 ft/ft 4.00 ft -1E-- 136.72 ft'/s 3.12 ft 10.51 ft2 8.66 ft 3.32 ft 3.48 ft 77.9 0.00826 ft/ft 13.01 fUs 2.63 ft 5.75 ft 1.29 154.51 ft'/s 143.64 ft'/s 0.00906 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 77.95 % Infinity ft/s Infinity ft/s .1 11. Trit0 Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.068.001 10/412007 1:01:10 PM 27 siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for Pond B Outfall a Normal Depth Critical Depth Channel Slope Critical Slope 3.12 ft 3.48 ft 0.01000 ft/ft 0.00826 ft/ft 10/4/2007 1:01:10 PM Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.068.00] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for Pond C Outfall Friction Method Solve For Manning Formula Normal Depth Roughness Coefficient Channel Slope Diameter Discharge Normal Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type Downstream Depth Length Number Of Steps SuperCrrtical Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Upstream Velocity 0.013 0 01000 ft/ft 4.50 ft 169.29 ft$/s 3.22 ft 12.17 ftV 9.07 ft 4.06 ft 379 ft 71.5 0.00708 ft/ft 13.91 f1/s 3.01 ft 6.22 ft 1.42 711.53 ft3/s 196.64 ft'/s 0.00741 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 %, 71.53 % Infinity ft/s Infinity ft/s spa Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster (08.01.068.001 10412007 1:01:24 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for Pond C Outfall a I Normal Depth Critical Depth Channel Slope Critical Slope 3.22 ft 3.79 ft 0.01000 ft/ft 0.00708 ft/ft Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.068.00] 101412007 1:01;24 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 • Worksheet for Box Culvert Friction Method Solve For Roughness Coefficient Channel Slope Height Bottom Width Discharge Normal Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Discharge Full Slope Full Flow Type Downstream Depth Length Number Of Steps Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity Upstream Velocity Manning Formula Normal Depth Supercritical 0.013 0.00500 ft/ft 3.00 ft - 6.00 ft (- 169.29 ft'/s 2.75 ft 16.47 ft' 11.49 ft 6.00 ft 2.91 ft 91.5 % 0.00426 ft/ft 10.28 Ws 1.64 ft 4.39 ft 1.09 145-48 ft'/s 0.00369 ft/ft 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft 0.00 % 91.52 % Infinity ft/s Infinity fUs Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.068.00] 10/4/2007 1:01:28 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 U ■ I Worksheet for Box Culvert Normal Depth Critical Depth Channel Slope Critical Slope 2.75 ft 2.91 ft 0.00500 (lift 0.00426 ft/ft 10/412007 1:0128 PM Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.068.00] 27 Siemons Company Drive Suite 200 W Watertown, CT 06796 USA •1-203-755-1666 Page 2 of 2 Worksheet for Swale Friction Method Solve For Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Normal Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type Downstream Depth Length Number Of Steps kyRl�p ]wY' ra _ L• \ v ,fir. , Upstream Depth Profile Description Profile Headless Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Manning Formula Normal Depth Subcritical 0.035 0.01000 ft/ft 25.00 % 25.00 % 169.29 ft]/s 2.84 ft 32.22 ft= 23.40 ft 22.71 ft 2.57 ft 0.01710 ftft 5.25 ft/s 0.43 ft 3.27 ft 0.78 0.00 ft 0.00 ft 0 0.00 ft 000 ft Infinity ft/s Infinity ft/s 2.84 ft 2.57 ft 0.01000 ft/ft 0.01710 fttt Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.068.00] 10/412007 2:39:42 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755-1666 Page 1 of 1 Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 CERTIFIED MAIL # 7008 0150 0001 3158 3156 March 18. 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Notice of Public Hearing - Schell Annexation Nos. One, Two, Three and Four Board of Trustees - 7:00 P.M., Monday. April 13, 2009. Gentlemen: Please be advised that a public hearing before the Mead Board of Trustees has been set to review and consider the annexation of of a portion of the south half of Section 8, Township 3 North, Range 68 West of the 6111 Principal Meridian, Weld County, State of Colorado. The annexation also includes the right-of-ways for WCR 34'6 between the Town of Mead and the property, and WCR 34, and WCR 5 adjacent to the property. The property is owned by PK Mead, LLC, 1521 Diamond Wall Dr., Berthoud, CO 80513 and Mark & Deborah Schell, 17464 WCR 15. Platteville, CO 80651. It is proposed to develop 343 single family dwellings and 11.2 acres of neighborhood commercial on the 212 acres to be annexed. In accordance with C.R.S. § 31-12-108 (2), this notice has been sent to the Board of County Commissioners and County Attorney for Weld County, and to each special district or school district having territory within the area to be annexed. Attached is a copy of the published public hearing notice, together with a copy of the adopted resolution of intent to annex and the applicant's petition for annexation. You have previously received copies of the "Letter of Intent' provided with the application, and maps of the property location and a "concept plan" for the development of the property. Copies of the full application., as well as the full- sized maps submitted with the application are available for review in the Mead Town Hall, 441 - 3'd Street, Mead, Colorado. Written comments may be sent to Dan Dean, Town Manager, Box 626. Mead. CO 80542. Very truly yours, Charlene Reed Town Clerk NOTICE OF PUBLIC HEARING MEAD BOARD OF TRUSTEES SCHELL ANNEXATION NOTICE IS HEREBY GIVEN that the Board of Trustees of the Town of Mead has adopted a Resolution of Substantial Compliance initiating annexation proceedings for the "Schell Annexation," said Annexation being more particularly described in the following Resolution No. 5-R-2009. The Board of Trustees of the Town of Mead will hold a Public Hearing commencing at 7:00 p.m., Monday, April 13, 2009, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542, for the purpose of determining whether the property proposed to be annexed meet the applicable requirements of the statutes of the State of Colorado and is eligible for annexation to the Town of Mead, and to establish the appropriate land use for the property, if requested. Any person may appear at the Public Hearing and be heard regarding the matters under consideration. Copies of the petition and supporting material submitted to the Town are on file and available for public inspection in the Office of the Town Clerk, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542. Dated this February 23, 2009. TOWN OF MEAD, COLORADO By: /s/ Charlene Reed Town Clerk TOWN OF MEAD, COLORADO RESOLUTION NO. 5-R-2009 A RESOLUTION FINDING SUBSTANTIAL COMPLIANCE AND INITIATING ANNEXATION PROCEEDINGS FOR CERTAIN PROPERTIES IN WELD COUNTY, COLORADO TO THE TOWN OF MEAD, SAID ANNEXATION TO BE KNOWN AS THE SCHELL ANNEXATIONS NOs. ONE, TWO, THREE AND FOUR. WHEREAS, a written petition together with four (4) prints of annexation maps for annexation of certain properties have been tiled with the Board of Trustees of the Town of Mead by PK Mead, LLC, 1521 Diamond Wall Dr., Berthoud, CO 80513 and Mark & Deborah Schell. 17464 WCR 15, Platteville, CO 80651; and WHEREAS, the Board of Trustees has reviewed the petition and supporting material: and WHEREAS, contiguity for the property is to be satisfied by the annexation of the right-of- way for WCR 34 '/2 between the western boundary of the Town and the property through a series of annexations as authorized by C.R.S.§ 31-12-104; and WHEREAS, the Board of Trustees wishes to permit simultaneous consideration of the subject property for annexation and zoning. if requested in the petition; and WHEREAS, the Board of Trustees has reviewed the petitions and desires to adopt by Resolution its findings in regard to the petitions; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO, as follows: Section 1. The petition, whose legal descriptions are attached hereto as Exhibits A - D and incorporated by reference herein, are accepted and determined to be in substantial compliance with the applicable laws of the State of Colorado. Section 2. No election is required under C.R.S. §31-12-107(2). Section 3. No additional terms and conditions are to be imposed except those provided for in the petitions. Section 4. The Board of Trustees will hold a public hearing for the purpose of determining if the proposed annexation complies with C.R.S. §31-12-104, and with C.R.S. §31-12- 105. and will hold a public hearing to determine the appropriate zoning of the subject properties if requested in the petition, at the Mead Town Hall, 441 - 3'd Street, Mead, Colorado 80542, at the following time and date: 7:00 p.m., Monday Annex PH Notice BOT - Posting. wpd 2/17/09 10 23 am Page 2 of 6 April 13, 2009 Section 5. Any person may appear at such hearing and present evidence relative to the proposed annexation or the proposed zoning. Section 6. Upon completion of the hearing, the Board of Trustees shall set forth, by resolution, its findings and conclusions with reference to the eligibility of the proposed annexation, and whether the statutory requirements for the proposed annexation have been met, and further, will determine the appropriate zoning of the subject property if requested in the petition. Section 7. If the Board of Trustees concludes, by resolution, that all statutory requirements have been met and that the proposed annexation is proper under the laws of the State of Colorado, the Board of Trustees shall pass one or more ordinances annexing the subject property to the Town of Mead, and shall pass one or more ordinances zoning the subject property if requested in the petition. INTRODUCED, READ, SIGNED AND APPROVED this 23r' day of February . 2009. ATTEST: By /s/ Charlene Reed Charlene Reed, Town Clerk Richard W. Macomber, Mayor TOWN OF MEAD By /s/ Richard W. Macomber Annex PH Notice BOT - Posting. wed 2/17/09 10.23 am Page 3 of 6 EXHIBIT A SCHELL ANNEXATION NO. ONE Legal Description: A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET: HENCE NORTH 79°28'56" WEST 117.50 FEET: THENCE NORTH 77°25'38" EAST 112.50 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9: THENCE ALONG SAID EAST LINE SOUTH 01°01'09" EAST 45.00 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT B SCHELL ANNEXATION NO. TWO Legal Description: A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622,97 FEET: THENCE NORTH 88°43'37" WEST 562.50 FEET; THENCE NORTH 85°41'18" EAST 562.50 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE SOUTH 77°26'38" WEST 112.50 FEET; THENCE SOUTH 79°28'56" EAST 112.50 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT C SCHELL ANNEXATION NO. THREE Legal Description: A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET; THENCE SOUTH 89°28'20" WEST 2622.85 FEET: THENCE NORTH 88°29'2I" EAST 2622.85 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE SOUTH 86°41'18" WEST 562.50 FEET; THENCE SOUTH 88°43'37" EAST 562.50 FEET TO THE TRUE POINT OF BEGINNING. Annex PH Notice BOT - Posting. wpd 2/17/09 10.23 am Page 4 of 6 EXHIBIT D SCHELL ANNEXATION NO. FOUR Legal Description: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 8, THE WEST HALF OF SECTION 9, THE NORTHWEST QUARTER OF SECTION 16 AND THE NORTH HALF OF SECTION 17 TOWNSHIP 3 NORTH. RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER OF SECTION 9, WHENCE THE WEST ONE -QUARTER CORNER OF SAID SECTION 9 BEARS SOUTH 88°58'51" WEST 2622.97 FEET: THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 9 SOUTH 88°58'51" WEST 2377.68 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO.5 AS DESCRIBED IN WELD COUNTY ROAD REPORT; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO COURSES: 1) SOUTH 40'37'32" WEST 281.90 FEET; 2) SOUTH 00'27'57" EAST 2482.41 FEET TO A POINT THE ON SOUTHERLY RIGHT -OF -WAY LINE OF COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'26" WEST 2179.17 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 00°27'56" WEST 68.10 FEET; THENCE NORTH 00°I1'39" WEST 540.10 FEET; THENCE NORTH 00°52'49" WEST 315.64 FEET; THENCE SOUTH 89°34'51" WEST 727.82 FEET; THENCE NORTH 01°28'32" EAST 64.27 FEET; THENCE NORTH 19°25'24" WEST 113.78 FEET: THENCE NORTH 50°17'45" WEST 175.71 FEET; THENCE NORTH 28°14'00" WEST 100.15 FEET; THENCE NORTH 10°51'29" WEST 183.50 FEET; THENCE NORTH 89°22'52" EAST 25.79 FEET; THENCE NORTII 05°07'52" EAST 370.89 FEET; THENCE NORTH 86°32'08" WEST 55.00 FEET; THENCE SOUTH 26°22'52" WEST 107.00 FEET; THENCE SOUTH 12°52'52" WEST 78.00 FEET; THENCE SOUTH 05°37'08" EAST 100.00 FEET; THENCE SOUTH 14°02'08" EAST 105.00 FEET; THENCE SOUTH 89°22'52" WEST 429.73 FEET; THENCE SOUTH 00°33' 14" EAST 1479.93 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 89°26'09" WEST 410.71 FEET TO A POINT ON THE SOUTHERLY EXTENSION OF THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8: THENCE ALONG SAID SOUTHERLY EXTENSION AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 00°34'32" WEST 1360.49 FEET TO THE SOUTHWEST ONE -SIXTEENTH CORNER OF SECTION 8; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8 NORTH 89°25'29" EAST 50.47 FEET TO THE SOUTHEAST CORNER OF WELD COUNTY RECORDED EXEMPTION RE -4515; THENCE ALONG THE EAST LINE OF SAID RECORDED EXEMPTION NORTH 00'18'31" FAST 1330.66 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SECTION 8; Annex PH Notice BOT - Posting wpd 2/17/09 10.23 am Page 5 of 6 THENCE ALONG SAID NORTH LINE NORTH 89°24'55" EAST 3893.46 FEET TO THE EAST ONE -QUARTER CORNER OF SECTION 8; THENCE ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 8 NORTH 00°27'57" WEST 60.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 34.5 AS DESCRIBED IN DEED RECORDED JUNE I, 1894 AT BOOK 114, PAGE 182 OF WELD COUNTY RECORDS: THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 88°58'5 I" EAST 2622.39 FEET "1O A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9; THENCE ALONG SAID EAST LINE. SOUTH 01°01'09" EAST 15.00 FEET: THENCE LEAVING SAID EAST LINE SOUTH 88°29'21" WEST 2622.85 FEET: THENCE NORTH 89°28'20" EAST 2622.85 FEET TO THE POINT OF BEGINNING. CONTAINING 210.965 ACRES, MORE OR LESS. EXCEPT THAT PORTION OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 9. TOWNSHIP 3 NORTH. RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST ONE -QUARTER CORNER OF SECTION 9. WHENCE THE CENTER ONE -QUARTER CORNER OF SAID SECTION 9 BEARS NORTH 88°58'51" EAST 2622.97 FEET; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 9 NORTH 88°58'51" EAST 117.60 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO.5 AS PRESENTLY EVIDENT AND ESTABLISHED BY USAGE; THENCE ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE THE FOLLOWIHG TWO COURSES: I ) SOUTH 36°03' 10" WEST 158.91 FEET; 2) SOUTH 23°12'05" WEST 57.38 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF 9; THENCE ALONG SAID WEST LINE NORTH 00°27'57" WEST 179.13 FEET TO THE POINT OF BEGINNING SAID EXCEPTION CONTAINING 0.219 ACRES MORE OR LESS. Annex PH Notice BOT - Posting. wed 2/17/09 10.23 am Page 6 of 6 Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 CERTIFIED MAIL # 7008 0150 0001 3158 3347 March 20, 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Required Annexation Impact Report - Schell Annexation Nos. One, Two, Three and Four to the Town of Mead. Gentlemen: In accordance with the requirements of C.R.S. § 31-12-108.5, enclosed is a copy of the Annexation Impact Report prepared for the proposed Schell Annexation Nos. One, Two, Three and Four to the Town of Mead. You have received prior notice of the public hearings before the Planning Commission and the Board of Trustees for this proposal. In the event that you have any questions regarding this Annexation Impact Report, or the proposed annexation, you may contact Richard E. Samson, the Town's Attorney, at (303) 776-1169. Very truly yours, Charlene Reed Town Clerk Annexation Impact Report Schell Annexation Nos. One, Two, Three and Four March 20, 2009 Prepared for: Town of Mead P.O. Box 626 Mead, CO 80542 Table of Contents Page I. Project Description 1 II. Municipal Services 1 III. Special Districts 1 IV. School District Impact 1 V. Exhibits 1 A. Existing Conditions Map and Proposed Land Use Map Forward: This "annexation impact report" has been prepared pursuant to Section 31-12-108.5 Colorado Revised Statutes, 1986 Repl. Vol. Contained in Appendix "A" is a map depicting the proposed annexation, the existing and proposed public services to the property and the existing and proposed land use for the property. I. Project Description: The property proposed for annexation consists of four annexations in a series totaling approximately 210 acres at the northwest corner of WCR 5 and WCR 34. The annexation is contiguous to the Town through a flagpole from the North Creek Subdivision, westward along WCR 34 % to the property. Through the series of annexations, it satisfies the 1/6 contiguity with the Town boundaries required by statute. The land proposed to be annexed is owned by PK Mead, LLC, 1521 Diamond Wall Dr., Berthoud, CO 80513 and Mark & Deborah Schell, 17464 WCR 15, Platteville, CO 80651. The land is currently zoned A - (Agricultural) by Weld County. In conjunction with the proposed annexation, the zoning will change to low and medium density residential uses for 343 low and medium density single-family residences, 11.2 acres of neighborhood commercial development, and approximately 26 acres of open space and park in conformance with the Town's Land Use Code. Adjacent land uses include agriculture, rural residences on large lots, and public owned park land. II. Municipal Services: Municipal services for the Schell Annexation Nos. One, Two, Three and Four will be provided in the following manner: Electricity Electric services are to be provided by the present supplier, United Power Inc., the electric franchisee for the Town of Mead. Telephone U.S. West Communications Water Little Thompson Water District Sanitary Sewer Sewer service will be provided by the Town of Mead. Fire The site is currently served by the Mountain View Fire Protection District. Police Weld County Sheriff, under contract with the Town of Mead. Street Maint. Maintenance of roadways within the annexation will be provided by the Town after construction to Town specifications and acceptance by the Board of Trustees. Financing the municipal services within the area to be annexed is addressed in an annexation agreement between the applicant and the Town of Mead. The annexation agreement is currently under negotiation and is not available at this time. III. Special Districts: The area to be annexed is included within the following special districts: St. Vrain Sanitation District St. Vrain Valley School District Mountain View Fire Protection District Northern Colorado Water Conservancy District St. Vrain - Left Hand Water Conservancy District High Plains Library IV. School District Impact: It is anticipated that the annexation will bring a benefit to the St. Vrain School District RE1J due to the increase in valuation, and will contribute 145 K-12 students to the school system. V. Exhibits: A. Existing Conditions Map and Proposed Land Use Map (attached) auil JoloM OM11 g S MBM vl 0 co Section 8, Township 3 North, Range 68 West Bull Ja1DM 01,111 ,8 // a uil UO!SS!WSUDJJ AN 0£Z AV!uo4nV Iamod Dania allold LTWD Water Line H £ d3M Hello