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Home My WebLink About20191978.tiff4011 MEAD COLORADO November 14, 2019 WA CERTIFIED MAIL Weld County Commissioners 1150 O Street P.O. Box 758 Greeley, CO 80631 Re: Annexation by Town of Mead RECEIVED NOV 18 2019 WELD COUNTY COMMISSIONERS In accordance with the notice requirements specified in Section 31-12-108(2), C.R.S., the following are enclosed with this letter: (1) A copy of the notice of eligibility hearing, as initially published in The Longmont Times -Call on November 7, 2019; (2) A copy of Resolution No. 76-R-2019 (accepting annexation petition, making certain findings of fact, finding substantial compliance for such petition, and setting a public hearing for property known as the Meadow Ridge Annexation), as approved by the Town Board of Trustees on Monday, October 28, 2019; and (3) A copy of the annexation petition, which was submitted to the Town Clerk on or May 17, 2019. Enclosures cc: Chris Kennedy, Planning Director Marcus McAskin, Town Attorney Publ ►C Rev;ew 11125 Act Regards, Karmen Deuter Office Manager CC:5O M3) PL(TP) CM(Nw/HMP) w /T PER/cH/EP),ASR(DK/s(,) ll/iff/I 2.019-1978' TOWN OF MEAD, COLORADO RESOLUTION NO. 76-R-2019 A RESOLUTION OF THE TOWN OF MEAD, COLORADO, ACCEPTING AN ANNEXATION PETITION, MAKING CERTAIN FINDINGS OF FACT, FINDING SUBSTANTIAL COMPLIANCE FOR SUCH PETITION, AND SETTING A PUBLIC HEARING FOR PROPERTY KNOWN AS THE MEADOW RIDGE ANNEXATION WHEREAS, Board of Trustees of the Town of Mead, Colorado has received and examined the filings and the Petition for Annexation requesting the annexation of certain real property more fully described in said Petition and in Exhibit 1 attached hereto (the "Meadow Ridge Annexation"), which exhibit is attached to this Resolution and is incorporated herein by reference (the "Subject Property"); and WHEREAS, the Petition for Annexation has been filed of record with the Town Clerk of the Town of Mead, State of Colorado, and WHEREAS, the Board of Trustees fords as follows: 1. That the Petition contains the following: (a) An allegation that the requirements of C.R.S. §§ 31-12-104 and 31-12-105 exist or are met. (b) An allegation that the signer(s) of the petition comprises more than fifty percent (50%) of the landowners in the Subject Property owning more than fifty percent (50%) of the Subject property, exclusive of public streets and alleys and any land owned by the Town. (c) A request that the Town of Mead approve the annexation of the Subject Property. (d) The signature of the landowner(s) that executed the petition. (e) The mailing address of the landowner(s) that executed the petition. (f) The legal description of the Subject Property. (g) The date that the landowner(s) executed the petition. (h) The affidavit of the petition circulator; stating that the signature of the landowner(s) therein is the signature of each person whose name it purports to be. 2. That four (4) copies of the annexation maps corresponding to the Subject Property have been submitted to the Town with the Petition, and that the annexation maps contain the following information: 1 (a) A written legal description of the boundaries of the Subject Property proposed to be annexed. (b) A map showing the boundary of the Subject Property proposed to be annexed. (c) Within the maps, the boundaries and the plat numbers of plots or of lots and blocks. (d) Next to the boundary of the Subject Property proposed to be annexed is drawn the contiguous boundary of the Town of Mead. 3. That no signature on the Petition is dated more than one hundred eighty (180) days prior to the date of filing of the Petition for Annexation with the Town Clerk of the Town of Mead, State of Colorado. NOW THEREFORE, BE IT RESOLVED by the Board of Trustees of the Town of Mead, Weld County, Colorado, that: Section 1. That the foregoing recitals and findings are incorporated herein as findings and conclusions of the Board of Trustees. Section 2. That the Petition for Annexation to the Town of Mead of the Subject Property, commonly referred to as the "Meadow Ridge Annexation", which Petition was officially filed of record with the Town Clerk of the Town of Mead on or prior to October 24, 2019, substantially complies with the requirements of C.R.S. § 31-12-107(1). Section 3. No election is required under C.R.S. § 31-12-107(2). Section 4. No additional terms and conditions are to be imposed except as provided in the Petition for Annexation and in any annexation agreement which may be entered into by and between the Town of Mead and the petitioner(s), which are not to be considered additional terms and conditions within the meaning of C.R.S. § 31-12-112. Section 5. That a public hearing shall be held on Monday, December 9, 2019, at 6:00 p.m. at the Mead Town Hall, 441 Third Street Mead, CO 80542, for the purpose of determining and finding whether the proposed annexation complies with section 30 of article II of the Colorado Constitution and the applicable provisions of C.R.S. §§ 31-12-104 and 31-12-105. Section 6. Any person may appear at such hearing and present evidence pertaining to the eligibility of the proposed annexation of the Subject Property to the Town of Mead. Section 7. The proposed annexation is hereby referred to the Planning Commission. In accordance with Sec. 16-8-90 of the Mead Municipal Code ("MMC"), the Planning Commission shall consider the proposed annexation and proceed to submit its written recommendation regarding the proposed annexation to the Board of Trustees on or before the date of the eligibility hearing. In addition, Sec. 16-8-90 of the MMC requires the Planning Commission to hold a public hearing on the proposed initial zoning of the Subject Property as required by the Town's Land Use Code if zoning of the Subject Property is requested at the time of annexation. 2 Section 8. Effective Date. This resolution shall become effective immediately upon adoption. Section 9. Certification. The Town Clerk shall certify to the passage of this resolution and make not less than one copy of the adopted resolution available for inspection by the public during regular business hours. INTRODUCED, READ, PASSED, AND ADOPTED THIS 28TH DAY OF OCTOBER, 2019. ATTEST: , 111PtLioli � • �C•N OF By 1/1//Z. WON-•- • Mary E. Strutt, MMQ. yow ki �-s O- ,cod .... •o.O �'�, 41/; TY,G ,,,, 3 TOWN OF MEAD 116eMild"4 By Colleen G. Whitlow, Mayor Exhibit 1 Legal Description Meadow Ridge Annexation ANNEXATION LEGAL DESCRIPTION: LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE-1181, BEING A PART OF THE SW1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862592, COUNTY OF WELD, STATE OF COLORADO. AND THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505 AND JUNE 8, 2001 UNDER RECEPTION NO. 2856036, COUNTY OF WELD, STATE OF COLORADO. AND LOT A, AMENDED RECORDED EXEMPTION NO. 1207-24-3-AMRE 1295, PER MAP RECORDED JULY 3, 2001 AS RECEPTION NO. 2862594 AND CORRECTED AMENDED RECORDED EXEMPTION 1207-24-AMRE-1295 RECORDED MAY 16, 2006 AS RECEPTION NO. 3388524, BEING A PART OF THE SW 1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. SAID ANNEXATION BOUNDARY CONTAINING A CALCULATED AREA OF 13,088,748 SQUARE FEET OR 300.476 ACRES, MORE OR LESS. 4 PETITION FOR ANNEXATION MEADOW RIDGE TO THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: The undersigned ("Petitioner"), in accordance with the Municipal Annexation Act of 1965 as set forth in C.R.S. § 31-12-101 et seq., as amended and as in effect on the submission date set forth below ("Annexation Act"), hereby petitions the Board of Trustees of the Town of Mead, Colorado ("Board"), to annex to the Town of Mead ('Town") the unincorporated territory located in the County of Weld, State of Colorado, which property is more particularly described in Exhibit A attached hereto and incorporated herein by reference ("Property"). The Property may be generally described as set forth in Exhibit A, attached hereto and incorporated by reference. In support of this Petition for Annexation ("Petition"), Petitioner alleges that: 1. It is desirable and necessary that the Property be annexed to the Town. 2. The requirements of C.R.S. §§31-12-104 and 31-12-105 of the Annexation Act exist or have been met. 3. Not less than one -sixth (1/6) of the perimeter of the Property is contiguous with the Town's current municipal boundaries. 4. A community of interest exists between the Property and the Town. 5. The Property is urban or will be urbanized in the near future. 6. The Property is integrated with or is capable of being integrated with the Town. 7. Petitioner comprises more than fifty percent (50%) of the landowners in the Property owning more than fifty percent (50%) of the Property, excluding public streets, and alleys and any land owned by the annexing municipality, and the Petitioner hereby consents to the establishment of the boundaries of the Property as shown on the annexation map submitted herewith and attached as Exhibit C, and as more fully described in Paragraph 16 below. 8. The Property is not presently a part of any incorporated city, city and county, or town; nor have any proceedings been commenced for incorporation or annexation of an area that is part or all of the Property; nor has any election for annexation of the Property or substantially the same territory to the Town been held within the twelve (12) months immediately preceding the filing of this Petition. 9. The proposed annexation will not result in detachment of area from any school district or attachment of same to another school district. 10. Except to the extent necessary to avoid dividing parcels within the Property held in identical ownership, at least fifty percent (50%) of which are within the three (3) mile limit, the proposed annexation will not extend the municipal boundary of the Town more than three (3) miles in any direction from any point of the current municipal boundary. 11. The proposed annexation will not result in the denial of reasonable access to any landowner, owner of an easement, or owner of a franchise adjoining a platted street or alley which has been annexed by the Town but is not bounded on both sides by the Town. 12. In establishing the boundaries of the Property, no land which is held in identical ownership, whether consisting of a single tract or parcel of real estate or two or more contiguous tracts or parcels of real estate: (a) is being divided into separate parts or parcels without the written consent of the landowner or landowners thereof unless such tracts or parcels are separated by a dedicated street, road or other public way; or (b) comprising twenty (20) acres or more and together with buildings and improvements situate thereon having a valuation for assessment in excess of $200,000.00 for ad valorem tax purposes for the year next preceding the proposed annexation, is included in the Property without the written consent of the landowner or landowners. 13. If a portion of a platted street or alley is to be annexed, the entire width thereof is included within the Property. 14. The land owned by Petitioner constitutes one hundred percent (100%) of the Property within the meaning of C.R.S. § 31-21-107(1)(g) of the Annexation Act. 15. The affidavit of the circulator of this Petition certifying that the signature(s) on this Petition is the signature of each person whose name it purports to be and certifying the accuracy of the date of such signature(s) is attached hereto as Exhibit B and is incorporated herein by this reference. 16. This Petition is accompanied by four (4) copies of an annexation map which have been prepared by a professional surveyor and submitted to the Town Clerk. An 11 x 17 copy of the annexation map is attached to this Petition as Exhibit C for reference. The annexation map contains, among other things, the following information: (a) A written legal description of the boundaries of the Property; (b) A map showing the boundary of the Property; (c) Within the annexation boundary map, a showing of the location of each ownership tract in unpiatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; and (d) Next to the boundary of the Property, a drawing of the contiguous boundary of the Town of Mead abutting the Property. 17. That the proposed annexation of the Property complies with Section 30 of Article II of the Colorado Constitution. 18. In connection with the processing of this Petition, Petitioner requests that the Town approve and execute an annexation agreement ("Annexation Agreement") which establishes the terms and conditions under which the Petitioner has agreed to annex the Property to the Town. 2 19. Upon the annexation of the Property becoming effective, and subject to the conditions set forth in this Petition and to be set forth in the Annexation Agreement, the Property shall become subject to all ordinances, resolutions. rules and regulations of the Town, except as otherwise set forth in the AnnexationAgreement, and except for general property taxes of the Town, which shall become effective on January 1 of the next succeeding year following adoption of the annexation ordinance. 20. Except for the terms and conditions of this Petition and of the Annexation Agreement, which terms and conditions Petitioner expressly approves and therefore does not constitute an imposition of additional terms and conditions within the meaning of C.R.S. §§ 31- 12-107(4) and 31-12-110(2) of the Annexation Act, Petitioner requests that no additional terms and conditions be imposed upon annexation of the Property to the Town. THEREFORE, Petitioner requeststhat the Board complete and approve the annexation of the Property pursuant to the provisions of the Municipal Annexation Act of 1965, as amended. Respectfully submitted this I') day of .: 201_x, SignatureAPeti loner: BENSON FARMS, LLC By: \U 0-41 ,,.-d4_ William B. Woods, Manager Date of Signature: .911%, a., .l '1.:1,6 'I H Mailing Address: 1-A . t o 11►,4+r ('s 3 1 .r1 JAI I. UA7_A JO QMAAAA IID 1'U 10 Mr, rini-'-,n 'Pal EXHIBIT A TO PETITION FOR ANNEXATION Legal Description of Property ANNEXATION LEGAL DESCRIPTION: LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE-1181, BEING A PART OF THE SW1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862592, COUNTY OF WELD, STATE OF COLORADO. AND THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505 AND JUNE 8, 2001 UNDER RECEPTION NO. 2856036, COUNTY OF WELD, STATE OF COLORADO. AND LOT A, AMENDED RECORDED EXEMPTION NO. 1207-24-3-AMRE1295, PER MAP RECORDED JULY 3, 2001 AS RECEPTION NO. 2862594 AND CORRECTED AMENDED RECORDED EXEMPTION 1207-24-AMRE-1295 RECORDED MAY 16, 2006 AS RECEPTION NO. 3388524, BEING A PART OF THE SW 1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. SAID ANNEXATION BOUNDARY CONTAINING A CALCULATED AREA OF 13,088,748 SQUARE FEET OR 300.476 ACRES, MORE OR LESS. EXHIBIT B TO PETITION FOR ANNEXATION Affidavit of Circulator The undersigned, being of lawful age, who being first duly sworn upon oath deposes and says: That (s)he was the circulator of the foregoing Petition for Annexation of lands to the Town of Mead, Colorado, consisting of9?X (J) pages, including Exhibit A and Exhibit C and the map attached hereto put excluding the ppge of this Exhibit B, and that the signature of the petitioner(s) h. j lb am 8. )Ao46 , thereon was witnessed by the circulator and is the true and original signature of the person whose name its purports to be, and that the date of such signature is correct. STATE OF COLORADO ) ) ss. COUNTY OF NktiNcth o ) The foreping AFFIDAVIT OF CIRCULATO was scrib and swo to before me this .'1 day of a ii?u f , 2014_, by "GZ# ,f er s,r Witness my hand and official seal. My commission expires: BARBARA STOCKTON Notary Public State of Colorado Notary ID #20184009233 My Commission E:x•ites 02-26-2022 B-1 Notary Public MEADOW RIDGE ANNEXATION TO THE TOWN OF MEAD LOT B. 2ND AMENDED RECORDED EXEUPTI0N NO. 1207-24-3 2ND AMRE-'811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th p,M., COUNTY OF WELD, STATE OF COLORADO ; SHEET 2 OF 2 J BUSINESSPAPS194 i .:, .4i.NIWA:.N. w OWNER BENSON FARMS. LLC PARCELS u� LL¢22=2 L SEMH SEC 23 NO BUILDINGS Tat LotaTTA TNT ACCMCSONISIHNISTANISPPONINANINON PROVO pwf 'eECW,O2X102 -yh+ TIONCOTTSPASTNNWP NE TOWN CIA MAO TANTS � SF CCLORR: a&RADO DEPT RE+„"`REStS, TR ANSADCN .4� J AMENDED RECORDED DIEN '20)-24-3-AMRE-+39 EC NO 90Y594} OWNER EASON r3RM9. LL4 „ 4 =T32TOAS OTAANNANOr E " CTIC WMM LOSS wS4,NOVAS* STA WErt .,d ....MX LOTS 2ND AND= 3PTION SSSAMRE->nSR, OWNEP, ND 2061 E BENSON f NN5. LLD Inert mAiw«n aCEIA SW110 51=C 2t NO BUILDINGS • �Sa Mt AA TN. TAT. .NAPS pi �Sf:eM AR 44g rr t w.E pie rrs' L r - ourosorsooramsemtst A¢;BYA+N4E40AYefsoi 1. flYESYFi Ian I. talot LEGEND nd CO ER IAAN UN d rca f°.APi "`"5 d .irir: r D ALP. CAP .`u EA SsI -t/r AIM CAP `v 522 20c"AR As 1- TAT *IMO GAP hf YNY k A® PLASTIC CAA fiRNopi`PAA d KO PLASM CAP • n 00 6P 5003`35.2* LL 1 FA [P6niS 00. SAW y i1P ® anB4CBt IMP cos ,M 0;.ao Cells NE'?ISEtRVEY62 eallsmnm D CD X —� � x ® s 3 a) (D G � (D O e (D - (D (D C1 CD 11"1 • tu O 0` T W CD (D CD 51. • it O C C Q. C CD a 5 dew uollexeuuy 0 O rn z v Z XI W Zrn C) z 0 z es Adak. MEAD COLORADO SENT VIA EMAIL TO: leeals(&,times-call.com Please publish the following Notice and accompanying Resolution (Resolution No. 76-R-2019, a copy of which is attached hereto) in full in The Longmont Times -Call newspaper on November 7, November 14, November 21 and November 28, 2019. TOWN OF MEAD NOTICE OF A PUBLIC HEARING CONCERNING THE ELIGIBILITY OF CERTAIN PROPERTY FOR ANNEXATION KNOWN AS THE MEADOW RIDGE ANNEXATION NOTICE IS HEREBY GIVEN, pursuant to C.R.S. § 31-12-108(2), that the Board of Trustees of the Town of Mead will hold a public hearing on Monday, December 9, 2019 at 6:00 P.M. (the "Eligibility Hearing") to determine whether the property generally known as the Meadow Ridge Annexation, which is more particularly described in Resolution No. 76-R-2019 attached below (the "Subject Property"), meets the applicable requirements of Section 30 of Article II of the Colorado Constitution and C.R.S. § 31-12-104 and C.R.S. §31-12-105, and is eligible for annexation to the Town of Mead. A copy of the Petition for Annexation concerning the Subject Property and the Annexation Map are on file at the Town Clerk's office, 441 Third Street, Mead, CO 80542. All interested persons will be given an opportunity to be heard at the Eligibility Hearing. The Eligibility Hearing will be held at Town Hall, 441 Third Street, at the above date and time. By: Mary E. Strutt, MMC Town Clerk Published: Longmont Times -Call November 7, 2019 November 14, 2019 November 21, 2019 November 28, 2019 TOWN OF MEAD, COLORADO RESOLUTION NO. 76-R-2019 A RESOLUTION OF THE TOWN OF MEAD, COLORADO, ACCEPTING AN ANNEXATION PETITION, MAKING CERTAIN FINDINGS OF FACT, FINDING SUBSTANTIAL COMPLIANCE FOR SUCH PETITION, AND SETTING A PUBLIC HEARING FOR PROPERTY KNOWN AS THE MEADOW RIDGE ANNEXATION WHEREAS, Board of Trustees of the Town of Mead, Colorado has received and examined the filings and the Petition for Annexation requesting the annexation of certain real property more fully described in said Petition and in Exhibit 1 attached hereto (the "Meadow Ridge Annexation"), which exhibit is attached to this Resolution and is incorporated herein by reference (the "Subject Property"); and WHEREAS, the Petition for Annexation has been filed of record with the Town Clerk of the Town of Mead, State of Colorado, and WHEREAS, the Board of Trustees finds as follows: 1. That the Petition contains the following: (a) An allegation that the requirements of C.R.S. §§ 31-12-104 and 31-12-105 exist or are met. (b) An allegation that the signer(s) of the petition comprises more than fifty percent (50%) of the landowners in the Subject Property owning more than fifty percent (50%) of the Subject property, exclusive of public streets and alleys and any land owned by the Town. (c) A request that the Town of Mead approve the annexation of the Subject Property. (d) The signature of the landowner(s) that executed the petition. (e) The mailing address of the landowner(s) that executed the petition. (f) The legal description of the Subject Property. (g) The date that the landowner(s) executed the petition. (h) The affidavit of the petition circulator; stating that the signature of the landowner(s) therein is the signature of each person whose name it purports to be. 2. That four (4) copies of the annexation maps corresponding to the Subject Property have been submitted to the Town with the Petition, and that the annexation maps contain the following information: (a) A written legal description of the boundaries of the Subject Property proposed to be annexed. (b) A map showing the boundary of the Subject Property proposed to be annexed. (c) Within the maps, the boundaries and the plat numbers of plots or of lots and blocks. (d) Next to the boundary of the Subject Property proposed to be annexed is drawn the contiguous boundary of the Town of Mead. 3. That no signature on the Petition is dated more than one hundred eighty (180) days prior to the date of filing of the Petition for Annexation with the Town Clerk of the Town of Mead, State of Colorado. NOW THEREFORE, BE IT RESOLVED by the Board of Trustees of the Town of Mead, Weld County, Colorado, that: Section 1. That the foregoing recitals and findings are incorporated herein as findings and conclusions of the Board of Trustees. Section 2. That the Petition for Annexation to the Town of Mead of the Subject Property, commonly referred to as the "Meadow Ridge Annexation", which Petition was officially filed of record with the Town Clerk of the Town of Mead on or prior to October 24, 2019, substantially complies with the requirements of C.R.S. § 31-12-107(1). Section 3. No election is required under C.R.S. § 31-12-107(2). Section 4. No additional terms and conditions are to be imposed except as provided in the Petition for Annexation and in any annexation agreement which may be entered into by and between the Town of Mead and the petitioner(s), which are not to be considered additional terms and conditions within the meaning of C.R.S. § 31-12-112. Section 5. That a public hearing shall be held on Monday, December 9, 2019, at 6:00 p.m. at the Mead Town Hall, 441 Third Street Mead, CO 80542, for the purpose of determining and finding whether the proposed annexation complies with section 30 of article II of the Colorado Constitution and the applicable provisions of C.R.S. §§ 31-12-104 and 31-12-105. Section 6. Any person may appear at such hearing and present evidence pertaining to the eligibility of the proposed annexation of the Subject Property to the Town of Mead. Section 7. The proposed annexation is hereby referred to the Planning Commission. In accordance with Sec. 16-8-90 of the Mead Municipal Code ("MMC"), the Planning Commission shall consider the proposed annexation and proceed to submit its written recommendation regarding the proposed annexation to the Board of Trustees on or before the date of the eligibility hearing. In addition, Sec. 16-8-90 of the MMC requires the Planning Commission to hold a public hearing on the proposed initial zoning of the Subject Property as required by the Town's Land Use Code if zoning of the Subject Property is requested at the time of annexation. Section 8. Effective Date. This resolution shall become effective immediately upon adoption. Section 9. Certification. The Town Clerk shall certify to the passage of this resolution and make not less than one copy of the adopted resolution available for inspection by the public during regular business hours. INTRODUCED, READ, PASSED, AND ADOPTED THIS 28TH DAY OF OCTOBER, 2019. ATTEST: TOWN OF MEAD By By Mary E. Strutt, MMC, Town Clerk Colleen G. Whitlow, Mayor Exhibit 1 Legal Description Meadow Ridge Annexation ANNEXATION LEGAL DESCRIPTION: LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE-1181, BEING A PART OF THE SW1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862592, COUNTY OF WELD, STATE OF COLORADO. AND THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505 AND JUNE 8, 2001 UNDER RECEPTION NO. 2856036, COUNTY OF WELD, STATE OF COLORADO. AND LOT A, AMENDED RECORDED EXEMPTION NO. 1207-24-3-AMRE1295, PER MAP RECORDED JULY 3, 2001 AS RECEPTION NO. 2862594 AND CORRECTED AMENDED RECORDED EXEMPTION 1207-24-AMRE-1295 RECORDED MAY 16, 2006 AS RECEPTION NO, 3388524, BEING A PART OF THE SW 1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. SAID ANNEXATION BOUNDARY CONTAINING A CALCULATED AREA OF 13,088,748 SQUARE FEET OR 300.476 ACRES, MORE OR LESS. MICHOW COX & MCASKIN LLP ATTORNEYS AT LAW VIA USPS Next Day Services November 18, 2019 Karla Ford, BOCC Office Manager Weld County Commissioners 1150 O Street P.O. Box 758 Greeley, CO 80631 Re: Annexation Impact Report, Meadow Ridge Annexation Town of Mead Dear Ms. Ford: In accordance with C.R.S. § 31-12-108.5, enclosed is the Annexation Impact Report for the Meadow Ridge Annexation. Our office is filing this with the County on behalf of the Town of Mead. Should you have any questions, please do not hesitate to contact our office. Regards, Karen Struss, Administrative Assistant Michow Cox & McAskin, LLP karen@mcm-Iegal.com Encl: Annexation Impact Report 6530 S. Yosemite Street I Suite 200 I Greenwood Village, CO 80111 I 303.459.2725 I mcm-legal.com LAI Des; Group designers that think like developers MEADOW RIDGE Weld County, Colorado (#120724000004 / 120723400029 / 120724000009) ANNEXATION IMPACT REPORT May 13, 2019 August 16, 2019 ANNEXOR: Benson Farms, LLC c/o Bill Woods 530 Holyoke Street Fort Collins, CO 80525-7022 And Copy: Stephanie Stewart 9380 Station Street, #500 Lone Tree, Colorado 80124 ANNEXATION OF PROPERTY TO THE TOWN OF MEAD, COLORADO PREPARED BY: LAI Design Group 88 Inverness Circle East, Suite J-101 Englewood, Colorado 80112 Attn: Jennifer Carpenter jcarpenter@laidesigngroup.com (303) 734-1777 liPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite son. Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers CONTENTS INTRODUCTION A. CURRENT ZONING / CURRENT USES B. EXISTING AND PROPOSED LAND USE PATTERN IN THE AREA TO BE ANNEXED C. ANNEXATION IMPACT REPORT REQUIREMENTS C.R.S. 31-12-108.5 (1)(a) through (1)(f) EXHIBIT A: ANNEXATION MAP WITH LEGAL DESCRIPTION EXHIBIT B: ANNEXATION EXHIBIT (Existing and Proposed — Weld County and Town of Mead) EXHIBIT C: PLANNED UNIT DEVELOPMENT (PUD) 2IPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite io1 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI INTRODUCTION Group designers that think like developer The following report has been prepared pursuant to section 31-12-105(1) (e) and 31-12-108 of the Colorado Revised Statutes (C.R.S.) and concerns the proposed annexation (the 'Annexation') to the Town of Mead (the 'Municipality') of certain real property known as Meadow Ridge, as shown on Exhibit A attached hereto (the 'Property'). The Property comprises a total of 300.476 acres more or less, and is described as follows: PARCEL A: PARCEL # 120724000004 LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE-1181, BEING A PART OF THE SW1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862292, COUNTY OF WELD, STATE OF COLORADO. PARCEL B: PARCEL # 120723400029 THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505, JUNE 8, 2001 UNDER RECEPTION NO. 2856036 AND SEPTEMBER 29, 2006 UNDER RECEPTION NO. 3423484, COUNTY OF WELD, STATE OF COLORADO. PARCEL C: PARCEL # 120724000009 LOT A, AMENDED RECORDED EXEMPTION NO. 1207-24-3-AMRE1295, PER MAP RECORDED JULY 3, 2001 AS RECEPTION NO. 2862594 AND CORRECTED AMENDED RECORDED EXEMPTION 1207-24-AMRE-1295 RECORDED MAY 16, 2006 AS RECEPTION NO. 3388524, BEING A PART OF THE SW 1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. The proposed Meadow Ridge is located on the east side of the 1-25 corridor. Colorado State Highway 66 bounds the subject property to the south, Weld County Road (WCR) 9 1/2 to the west, WCR 13 to the east, and WCR 32 to the north. The Municipality's boundary on Exhibit A is depicted as it will be once the Annexation is completed. A. Current Zoning / Current Uses The Property proposed for Annexation is currently zoned Agricultural and is in Weld County. Concurrently with the Annexation process, Annexor will be processing a zoning request to PUD to allow Single -Family Residential -4 and General Commercial with a PUD Overlay on the Property. The current land use on the Property is agricultural. B. Existing and Proposed Land Use Pattern in the Area to be Annexed The land use patterns are best illustrated by the maps attached hereto (Exhibit B). For the said Property seeking annexation and initial zoning the existing Weld County Zoning Maps reflects Agricultural; and the Town of Mead Comprehensive Plan reflects Business Park, Mixed Use — 3IPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAIDesign Group designers that think like developers Residential/Commercial and Commercial Mixed Use. The zoning request being sought is to allow Single - Family Residential -4 and General Commercial with a PUD Overlay. The property is also within the MUD boundary which anticipates mixed -use and urban development of the property. C. Annexation Impact Report Requirements This section is divided into the six elements corresponding to sections 31-12-108.5(1)(a) through (f), C.R.S., as follows: (Responses are in blue italic) (1) The municipality shall prepare an impact report concerning the proposed annexation at least twenty- five days before the date of the hearing established pursuant to section 31-12-108 and shall file one copy with the board of county commissioners governing the area proposed to be annexed within five days thereafter. Such report shall not be required for annexations of ten acres or less in total area or when the municipality and the board of county commissioners governing the area proposed to be annexed agree that the report may be waived. Such report shall include, as a minimum: (a) A map or maps of the municipality and adjacent territory to show the following information: (I) The present and proposed boundaries of the municipality in the vicinity of the proposed annexation; See Exhibit B - Existing Weld County Zone Map, Existing Town of Mead Zoning Map and Existing Town of Mead Comprehensive Plan Update Map. See Exhibit A - Proposed Annexation Map with Legal (II) The present streets, major trunk water mains, sewer interceptors and outfalls, other utility lines and ditches, and the proposed extension of such streets and utility lines in the vicinity of the proposed annexation; and See Exhibit C - Proposed Planned Unit Development (PUD) (III) The existing and proposed land use pattern in the areas to be annexed; See Exhibit B - Existing Weld County Zone Map, Existing Town of Mead Zone Map and Existing Town of Mead Comprehensive Plan Update Map. See Exhibit A - Proposed Annexation Maps with Legal The Site is currently undeveloped. (b) A copy of any draft or final pre -annexation agreement, if available; No pre -annexation agreement is available at the time of this report. (c) A statement setting forth the plans of the municipality for extending to or otherwise providing for, within the area to be annexed, municipal services performed by or on behalf of the municipality at the 4 °age CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 ` Fax 303.734.1778 Architecture Landscape Architecture I Real Estate Advisory Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group time of annexation; designers that `hink like developers After the annexation is complete, in conjunction with the development of the Property, the extension and provision of municipal services to the proposed development will be accomplished in accordance with the terms of the annexation agreement to be entered into among Annexor, the Municipality, and the entities contemporaneously with the municipality's approval of annexation. The extension of services includes: water and sewer lines and storm drainage. Access to public streets is existing. • Streets: The primary proposed access to the Property will be from existing WCR 9 % located to the west as well as from existing Highway 66. A traffic impact study will be part of the entitlement process with the Planned Unit Development (PUD). These studies take into consideration the existing traffic conditions, future conditions without development and future conditions with development. With that information, projections can be made per City and County standards and transportation plans if the planned development can be accommodated. Additional needs are assessed, and improvements proposed. Please refer to Traffic Impact Study. • Water — The Little Thompson Water District can provide treated water service. Little Thompson Water District has provided the Applicants with a preliminary will serve letter. Weld County Road 9.5 currently has a 24" line which is adjacent to the property with additional capacity. Significant improvements have been made to Little Thompson's water transmission facilities that have increased the system capacities to the north and east of the property near 1-25 and Weld County Road 38 which currently has both 42" and 24" lines. Additional water lines must be added to the water distribution system to provide adequate capacity south of Weld County Road 38 as development in the MUD continues. Little Thompson has in place the necessary development fee structure to provide adequate funding as development proceeds in the general area. The property is irrigated land and has Colorado Big Thompson and other native water rights to support the proposed development plan. Applicants anticipate the continued use and irrigation from the existing lakes and irrigation ditch systems for open space and outdoor watering needs. This approach to outdoor watering, known as a dual water system could significantly reduce the demand for treated water to the development. • Stormwater: The entire Meadow Ridge project is located within the Saint Vrain Creek Drainage Basin. There is no existing drainageway located within the vicinity of the site. Flows from the site are discharged at allowable release rates identified by the Weld County Drainage Criteria and UDFCD to the low point of the site. The general concept for grading and storm system design of the future development will be to follow the historic flows as much as possible. Flows north of the ridge will drain northeast and flows south of the ridge will drain southeast, as they have historically. Since impervious areas will increase due to construction of streets, residential and commercial areas, detention ponds will be provided on site to maintain allowable release rates. Detention Ponds will detain the developed runoff from the site and release it at allowable rates to mitigate downstream impacts. All ponds will provide 40 -hour Water Quality. The development of Meadow Ridge will require private and public drainage improvements for the safe collection and conveyance of storm water runoff. All public drainage improvements will meet the requirements of Weld County and 5IPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAIDesign Group designers that *hink like developers UDFCD as directed. Runoff within proposed developed areas will initially be carried in the curb and gutter of the streets. The street conveyance will be augmented with storm sewer systems where street flow capacities are exceeded. Storm sewer networks will convey runoff to proposed detention facilities that will provided WQCV and 100 Year Detention. • Sewer: The Applicants are part of the ownership group that constructed a sewer collector line to serve this property which will be serviced by St. Vrain Sanitation District. The Applicants have received a will -serve letter from St. Vrain. The St. Vrain Sanitation District has excess capacity and has indicated their willingness to serve this Property in the future. The District has installed a sewer trunk line that is sized to provide service to the portion of the district located north of the St. Vrain River. The line is capable of providing gravity service to most areas of the Property that are planned for development. St. Vrain received approval to expand their treatment facilities as development proceeds within the St. Vrain service area. • Electric, Gas and Phone/Cable (Dry Utilities): Electric and Gas facilities are planned to be constructed and connected into the existing systems as directed by the utility providers. Entities other than the Municipality will provide services including: Telephone, Electrical, Natural Gas services are intended to be located within the streets or other right-of-way's and easements within the Property. • Emergency Services — Police and Fire protection will be provided by the Town of Mead • Open Space / Parks / Public Land Dedication - The Town of Mead entitlement documents and agreement(s) approved concurrently with the Annexation will set forth any required dedications of open space, parks and/or public lands. (d) A statement setting forth the method under which the municipality plans to finance the extension of the municipal services into the area to be annexed; The financing of the extension of services into the Property may occur through one or more of the following mechanisms; Metropolitan Districts, or as otherwise agreed to between the Municipality and the owners of the Property as appropriate. (e) A statement identifying existing districts within the area to be annexed; and The Weld County Treasurers Office records reflect that the Property is currently subject to the following taxing authorities: Tax Rate Tax Authority 15.03800 56.38500 1.00000 0.15600 WELD COUNTY SCHOOL DIST RE1J NORTHERN COLORADO WATER (NCW ST VRAIN LEFT HAND WATER (SVW) 6IPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAIDesign Group designers that think like developers 0.00000 16.24 700 3.25200 0.00000 LITTLE THOMPSON WATER (L TW) MOUNTAIN VIEW FIRE ST VRAIN SANITATION HIGH PLAINS LIBRARY LONGMONT CONSERVATION Following the Annexation, one or more of the taxing entities noted above may no longer serve the Property based on the Town of Mead's agreement with such district. Further, one or more additional districts may serve the Property after Annexation. Proposed (anticipated) districts that the Property could be subject to following adjacent parcels: Tax Rate 15.03800 56.38500 1.000000 0.15 6000 0.000000 11.54500 16.24 700 0.519000 0.000000 3.252000 0.000000 XXXXXXX Tax Authority WELD COUNTY SCHOOL DIST RE1J NORTHERN COLORADO WATER (NCW) ST VRAIN LEFT HAND WATER (SVW) LITTLE THOMPSON WATER (L TW) MEAD TOWN MOUNTAIN VIEW FIRE ST VRAIN SANITATION MEAD URBAN RENEWAL AUTHORITY HIGH PLAINS LIBRARY LONGMONT CONSERVATION METRO DISTRICT (f) A statement on the effect of annexation upon local -public school district systems, including the estimated number of students generated and the capital construction required to educate such students. The Property is located within the St. Vrain School District. The proposed residential (RSF-4) portion of the development has the potential to yield up to 733 units. Based on a school population study conducted in developing areas of the St. Vrain School District, the following student/DU rates were determined for residential development that can be extrapolated to assess the probable number of students generated by the proposed residential development: Elementary — 0.217 students per DU x 733 DU = 159 students Middle — 0.100 students per DU x 733 DU = 73 students High — 0.113 students per DU x 733 DU = 83 students The number of potential students, 315 students, generated by the proposed development will not exceed the 5 -year benchmark within the St. Vrarn School District (Mead Elementary, Mead Middle School and Mead High School). If the calculation determines that the benchmark is exceeded the developer intends to work with St. Vrain School District to determine a mitigation plan, an appropriate cash in -lieu payment to offset impacts to existing district facilities and provide phasing plans as they become available. 7IPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite aoa Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture Landscape Architecture Real Estate Advisory Planning & Entitlements Visual Media www.LAldesigngroup.com LAI Des i g n G ro u p designers that think like developers EXHIBIT A PROPOSED ANNEXATION MAP WITH LEGAL MEADOW RIDGE ANNEXA 77ON TO THE TOWN OF MEAD _OT S. 2N0 AMENCEC RECORDED EX.EtV.P-ION NC. 1207 24 3 2J\D AvRE I?I1. =ZING A FAR' 0' --HE SCUT}-WE'3- OJA-'=R 0= S=C1ON 2- -:'ETHER 'hfl-I A FAR- 0r THE SOUT-EAS' (;•1A -1-K of s-C'ION ).1, i::NlRtiiil' .: ROHR-, -{AACF aH i4FSI ::F IH- tith CrXIN-Y OF WELD, STAB Cr CO_ORADO SF -F 1 1 O- 7 I 1 • L .. k' rrI v Ik. .an• •44. i• 14 Its.•. /• •/70.1.111 1- are:••r tt4'Il1P/:Nair I%I • :a1 I :vela net G K n: :•1.11 'r Ze, WV 1 tt I it. • t 7rug 1 At • tfr'r-1m .a.r.1 T 'I' twtI •'1' IWH t IrM t'C1• i. at....41.t t-!i.Ct? tt1J• Lt t. •'a'-'•.i )101. 74.0 a r m % 442 O • ,*•. 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MEADOW RIDGE ANNEXATION TO THE TOWN OF MEAD _0T B. 2NC AMENDEC RECORDS EXEMP-10N NC. 1207--24--3 2hD AvRE"IeI;. =ZING A FAR' Or HE SCUMWES- OJAR =R 0' SZCIOh 21 - GET-iEF wwn-i A FAR- 0" HE SCUIF=AS (.1.IA41•K (:F 5-(: ION 'Ai, I::iChs1IP : A0kfF, -tAACI 4if iki-si ::F IH- tith '.1A.• CCN'Y OF WELD, 5TA7 or CO_0RAD0 St -FT 2 0- 7 1 • I • vr.•tr.•••:a••I at .. wI • ,. • •. ..•at ••. •• • •.4s••• a a; 1 N Y�/IttlwHt•wIt • Willta.ISa t we manila •- I a• . '•1.117 / I I I ••.1 • •:. 1 lae tt a ea ;Pal 4OJ0It rra�A -, • at. IC mt\'•/e 1U.TM? •/ ?" .de•. :f,•: • :• • ... .:-. 4 a.a.•.► e• + • • I I I ' I - .. .. 1a — _ I i !IItnroTew LI ..at1 TI • •+r. 41i** • 1 • v ••. • �. t N.... J.5 `\ ma. Venal .• ••- .m. coww•a,IwsUaol to .- .. 1_►____ •ai/ratwasl 110,1Mil 'tMieleMete Io innsIr%Vara WIND 177th M. lo.a111w l t • ••r_• a• a w.'r• I I I - . ...4.. 1 y_ •� ._1 i\ ��- .dam • - t -•a- • .1 104 sMnll rag aillara a- :m' •.. • •. V • :'1•etv ••I 1•4 • nt'. •t J..4 r .rt.l .._•I. e r::'x as •••••••. vet Pa-• •n* awM•P Ivan a:ar a;11104"11. wn• . .H... ».1w•,• . �a'J _--rH -- • - - � (.aes SW: a s ' ice_- R �f,•t j/w.✓.11 1•.• In naratilTaaltltel0. • VI •917• losartrat etosins: { • .. . . . . • a• ..• tr • ' I Id'1 •t•1 • •. J N:; M Irk' ifl'4 't)'t C\•a` 1111 tutu -y• .<• Jr/ M... a. r• . Y. (Wage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 1oi Englewood, CO 8o112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com aanlDa4iy)ay Landscape Architecture co n, m to rt a) rt O d QO rt CD rD rt vi C iv CD Cr)* • D a rD • to O 0 3 0 0 D H m 0 co m co rD 3 co to n n_ fD a) u1 rt l_ • (11 lID rD O CD 0 0 n 0 00 0 N • H rD w O w N • m a) X 0 L.A.) Cl w 4 W v 00 CU LU rn . i WELD COUNTY ONLINE MAPPING 4,468.5 0 2,234.23 4,468.5 Feet 0.1 t: ase:Z-37t C-3 1 l Case: PZ-1126 PUD Case. Z-:386 34 �' °i1ltNUUi- C:ss.1: Z-386 E t _ 1 C': R • 46m PI rD it tit rase: AG A Case: Z-1 R-5 Case: AG A WG S _ 1984_We b_ M e rca to r_Auxi l i a ry_S ph e re PO Weld County Colorado This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION lost Coils r•, S i.�u ldvc Deliver Legend -1 L Parcels Zoning A (Agricultural) A-1 (Concentrated Animal) C-1 (Neighborhood Commercial) C-2 (General Commercial) C-3 (Business Commercial) C-4 (Highway Commercial) E (Estate) I-1 (Industrial) 1-2 (Industrial) I-3 (Industrial) PUD (Planned Unit Development) R-1 (Low Density Residential) R-2 (Duplex Residential) R-3 (Medium Density Residential) R-4 (High Density Residential) R-5 (Mobile Home Residential) Highway Road Road Highway County Boundary Notes S1191HX3 NO r 0 CD Un CD rn A CD Q CD CD O CD v) • t LA I Des i g n G ro u p designers that think like developers EXHIBIT B - ANNEXATION EXHIBITS EXISTING TOWN OF MEAD ZONE MAP t 'd 1] OFFICIAL ZONING MAP Zoning Districts 4C Agricultural SFR f, to tilhteng� ;PI" Migsi e!Vbl Single spp 4 p tniol Single sFR-8 Mgt?' Single —.o e _ .sr Downtown Mixed Use General Commercial t Highway Commercial tight Industrial Not In Town (No Cobr) liars aRSF 4- F Ueelapmenl O erlay I u.niopment Overlay • • Interstate 25 State Highway 4L County Road INTREPREd1TION Of DOA WIRY UNCAP r ti sent utssablYp k aanvin b art .r It anti Ant sap tat Tarr :Sin Malta an stab, area W Ss ark SOW Ss. of PI nasis Siesta. sass Sanaa .pito. way to acs has aolrnrasd teuNrtD.l vT.ntkr Na aart.l loaners urn am snnre. sate tea t lea ttatank.ad bp Its La o1 SEISMS .lest. ttn 1+a nap 'tt lens Us..pa .b.1 s. ru0ndrb W Seam sty my Napalm no re rI n lobules, its** Mead Town Units *Highway Carnmercbl arl-d M�:Itt IamBY ROesk*nnal�.2.aj�n� Contact Town Y DISCLAIMER N data rd blank Os: WI' :V anent las kw irks (Mg pm:use any Tti t lama den des net ty/aa scsl aerripSor ►sins in ► lass the d It and a tat irlatnstbn rumbaed in eflfsl pavan -rant Srards rot as at ea elat fn.wy Clan and lbtadan OMu r Y, t• owls *So, t• .el'tono Min el Silos t Pk neap rats cachet bs subsettea W •ctrl legal navels Ter bbtw+aln wars Pate *tame swank ore star* hr Ib,lsW se ad le .Jhid b be lb hear. Not hit Sion its Twsn el And Maas. rs .nnq as • It. maraca to vela av al any alarm. r =naked kent. Use Sass• al tall se nya.Yeq Sr any std a1 ar•rps Udall% =sects es d Wisps Satz a. R.e, Fa oafs us a ar bens IS Revised October 2013 r) 1/44110 Cali ( iMl��1' 1 io(Page CORPORATE OFFICE 88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAIDesign Group designers that `hink like EXHIBIT B - ANNEXATION EXHIBITS EXISTING TOWN OF MEAD COMPREHENSIVE PLAN UPDATE MEADOW RIDGE SITE nIPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture Landscape Architecture Real Estate Advisory Planning & Entitlements I Visual Media www.LAldesigngroup.com LAIDesign Group designers that think like developers EXHIBIT C PROPOSED MEADOW RIDGE PLANNED UNIT DEVELOPMENT r fix. • 3 ga, e� I / UMII MG WC FACTOR AR) t U 11 f:..�•.. I: .• 4;.90; ]•.::4 X11 •� _ a .. HAI 30'd..';! aCettsai..7vn c 6.cIVoX A I woo' 4 a tosry ; Y,. 1- al * V: Id; .• h 01 N a 1 yto7 ra 1 i • I.• t , :. . C >- O J :O 47: r f T 1.p«:1,o4t. _._ 21 CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite aoi Englewood, CO 80112 • Tel 303.734.1777 t Fax 303.734.1778 Architecture Landscape Architecture Real Estate Advisory Planning & Entitlements I Visual Media www.LAldesigngroup.com LA I Design Group designers that think like developers MEADOW RIDGE Weld County, Colorado (#120724000004 / 120723400029 / 120724000009) ANNEXATION IMPACT REPORT May 13, 2019 ANNEXOR: Benson Farms, LLC c/o Bill Woods 530 Holyoke Street Fort Collins, CO 80525-7022 And Copy: Stephanie Stewart 9380 Station Street, #500 Lone Tree, Colorado 80124 ANNEXATION OF PROPERTY TO THE TOWN OF MEAD, COLORADO PREPARED BY: 5/ 2q/lq LAI Design Group 88 Inverness Circle East, Suite J-101 Englewood, Colorado 80112 Attn: Jennifer Carpenter jcarpenter@laidesigngroup.com (303) 734-1777 c c. sc,cc s ,PLL T P), cMaktdiMMI-TP), PVJL Mut I LP), RS C,O\h 1.Scn`1 5123/1ci 2019-1978 iIPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers CONTENTS INTRODUCTION A. CURRENT ZONING / CURRENT USES B. EXISTING AND PROPOSED LAND USE PATTERN IN THE AREA TO BE ANNEXED C. ANNEXATION IMPACT REPORT REQUIREMENTS C.R.S. 31-12-108.5 (1)(a) through (1)(f) EXHIBIT A: ANNEXATION MAP WITH LEGAL DESCRIPTION EXHIBIT B: ANNEXATION EXHIBIT (Existing and Proposed — Weld County and Town of Mead) EXHIBIT C: PLANNED UNIT DEVELOPMENT (PUD) Wage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group INTRODUCTION designers that think like developers The following report has been prepared pursuant to section 31-12-105(1) (e) and 31-12-108 of the Colorado Revised Statutes (C.R.S.) and concerns the proposed annexation (the 'Annexation') to the Town of Mead (the 'Municipality') of certain real property known as Meadow Ridge, as shown on Exhibit A attached hereto (the 'Property'). The Property comprises a total of 300.476 acres more or less, and is described as follows: PARCEL A: PARCEL # 120724000004 LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE-1811, BEING A PART OF THE SW1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862592, COUNTY OF WELD, STATE OF COLORADO. PARCEL B: PARCEL # 120723400029 THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505, JUNE 8, 2001 UNDER RECEPTION NO. 2856036 AND SEPTEMBER 29, 2006 UNDER RECEPTION NO. 3423484, COUNTY OF WELD, STATE OF COLORADO. ACQUISITION PARCEL # 120724000009 (Purchase scheduled to close June 2019): LOT A, RECORDED EXEMPTION NO. 1207-24-3-AMRE-1295, BEING A PART OF THE SW1/4 OF SECTION 24,TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862594, COUNTY OF WELD, STATE OF COLORADO.in portions of Section 13, 23 and 24, Township 3 North, Range 68 West of the Sections 18, 19, Township 3 North, Range 7 West of the 6th Principal Meridian, Weld County, Colorado. The proposed Meadow Ridge is located on the east side of the 1-25 corridor. Colorado State Highway 66 bounds the subject property to the south, Weld County Road (WCR) 9 1/2 to the west, WCR 13 to the east, and WCR 32 to the north. The Municipality's boundary on Exhibit A is depicted as it will be once the Annexation is completed. A. Current Zoning / Current Uses The Property proposed for Annexation is currently zoned Agricultural and is in Weld County. Concurrently with the Annexation process, Annexor will be processing a zoning request to PUD to allow Single -Family Residential -4 and General Commercial with a PUD Overlay on the Property. The current land use on the Property is agricultural. B. Existing and Proposed Land Use Pattern in the Area to be Annexed The land use patterns are best illustrated by the maps attached hereto (Exhibit B). For the said Property seeking annexation and initial zoning the existing Weld County Zoning Maps reflects Agricultural; and the Town of Mead Comprehensive Plan reflects Business Park, Mixed Use — 31Fage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 8oiia • Tel 303734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers Residential/Commercial and Commercial Mixed Use. The zoning request being sought is to allow Single - Family Residential -4 and General Commercial with a PUD Overlay. The property is also within the MUD boundary which anticipates mixed -use and urban development of the property. C. Annexation Impact Report Requirements This section is divided into the six elements corresponding to sections 31-12-108.5(1)(a) through (f), C.R.S., as follows: (Responses are in blue italic) (1) The municipality shall prepare an impact report concerning the proposed annexation at least twenty- five days before the date of the hearing established pursuant to section 31-12-108 and shall file one copy with the board of county commissioners governing the area proposed to be annexed within five days thereafter. Such report shall not be required for annexations of ten acres or less in total area or when the municipality and the board of county commissioners governing the area proposed to be annexed agree that the report may be waived. Such report shall include, as a minimum: (a) A map or maps of the municipality and adjacent territory to show the following information: (I) The present and proposed boundaries of the municipality in the vicinity of the proposed annexation; See Exhibit B — Existing Weld County Zone Map, Existing Town of Mead Zoning Map and Existing Town of Mead Comprehensive Plan Update Map. See Exhibit A — Proposed Annexation Map with Legal (II) The present streets, major trunk water mains, sewer interceptors and outfalls, other utility lines and ditches, and the proposed extension of such streets and utility lines in the vicinity of the proposed annexation; and See Exhibit C— Proposed Planned Unit Development (PUD) (III) The existing and proposed land use pattern in the areas to be annexed; See Exhibit B — Existing Weld County Zone Map, Existing Town of Mead Zone Map and Existing Town of Mead Comprehensive Plan Update Map. See Exhibit A — Proposed Annexation Maps with Legal The Site is currently undeveloped. (b) A copy of any draft or final pre -annexation agreement, if available; No pre -annexation agreement is available at the time of this report. (c) A statement setting forth the plans of the municipality for extending to or otherwise providing for, Wage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers within the area to be annexed, municipal services performed by or on behalf of the municipality at the time of annexation; After the annexation is complete, in conjunction with the development of the Property, the extension and provision of municipal services to the proposed development will be accomplished in accordance with the terms of the annexation agreement to be entered into among Annexor, the Municipality, and the entities contemporaneously with the municipality's approval of annexation. The extension of services includes: water and sewer lines and storm drainage. Access to public streets is existing. • Streets: The primary proposed access to the Property will be from existing WCR 9 % located to the west as well as from existing Highway 66. A traffic impact study will be part of the entitlement process with the Planned Unit Development (PUD). These studies take into consideration the existing traffic conditions, future conditions without development and future conditions with development. With that information, projections can be made per City and County standards and transportation plans if the planned development can be accommodated. Additional needs are assessed, and improvements proposed. Please refer to Traffic Impact Study. • Water — The Little Thompson Water District can provide treated water service. Little Thompson Water District has provided the Applicants with a preliminary will serve letter. Weld County Road 9.5 currently has a 24" line which is adjacent to the property with additional capacity. Significant improvements have been made to Little Thompson's water transmission facilities that have increased the system capacities to the north and east of the property near 1-25 and Weld County Road 38 which currently has both 42" and 24" lines. Additional water lines must be added to the water distribution system to provide adequate capacity south of Weld County Road 38 as development in the MUD continues. Little Thompson has in place the necessary development fee structure to provide adequate funding as development proceeds in the general area. The property is irrigated land and has Colorado Big Thompson and other native water rights to support the proposed development plan. Applicants anticipate the continued use and irrigation from the existing lakes and irrigation ditch systems for open space and outdoor watering needs. This approach to outdoor watering, known as a dual water system could significantly reduce the demand for treated water to the development. • Storm water: The entire Meadow Ridge project is located within the Saint Vrain Creek Drainage Basin. There is no existing drainageway located within the vicinity of the site. Flows from the site are discharged at allowable release rates identified by the Weld County Drainage Criteria and UDFCD to the low point of the site. The general concept for grading and storm system design of the future development will be to follow the historic flows as much as possible. Flows north of the ridge will drain northeast and flows south of the ridge will drain southeast, as they have historically. Since impervious areas will increase due to construction of streets, residential and commercial areas, detention ponds will be provided on site to maintain allowable release rates. Detention Ponds will detain the developed runoff from the site and release it at allowable rates to mitigate downstream impacts. All ponds will provide 40 -hour Water Quality. The development of Meadow Ridge will 5IPage CORPORATE OFFICE -88 Inverness Circle East, Budding J. Suite 1oi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers require private and public drainage improvements for the safe collection and conveyance of storm water runoff. All public drainage improvements will meet the requirements of Weld County and UDFCD as directed. Runoff within proposed developed areas will initially be carried in the curb and gutter of the streets. The street conveyance will be augmented with storm sewer systems where street flow capacities are exceeded. Storm sewer networks will convey runoff to proposed detention facilities that will provided WQCV and 100 Year Detention. • Sewer: The Applicants are part of the ownership group that constructed a sewer collector line to serve this property which will be serviced by St. Vrain Sanitation District. The Applicants have received a will -serve letter from St. Vrain. The St. Vrain Sanitation District has excess capacity and has indicated their willingness to serve this Property in the future. The District has installed a sewer trunk line that is sized to provide service to the portion of the district located north of the St. Vrain River. The line is capable of providing gravity service to most areas of the Property that are planned for development. St. Vrain received approval to expand their treatment facilities as development proceeds within the St. Vrain service area. • Electric, Gas and Phone/Cable (Dry Utilities): Electric and Gas facilities are planned to be constructed and connected into the existing systems as directed by the utility providers. Entities other than the Municipality will provide services including: Telephone, Electrical, Natural Gas services are intended to be located within the streets or other right-of-way's and easements within the Property. • Emergency Services — Police and Fire protection will be provided by the Town of Mead • Open Space/Parks/Public Land Dedication — The Town of Mead entitlement documents and agreement(s) approved concurrently with the Annexation will set forth any required dedications of open space, parks and/or public lands. (d) A statement setting forth the method under which the municipality plans to finance the extension of the municipal services into the area to be annexed; The financing of the extension of services into the Property may occur through one or more of the following mechanisms; Metropolitan Districts, or as otherwise agreed to between the Municipality and the owners of the Property as appropriate. (e) A statement identifying existing districts within the area to be annexed; and The Weld County Treasurers Office records reflect that the Property is currently subject to the following taxing authorities: Tax Rate Tax Authority 15.03800 56.38500 WELD COUNTY SCHOOL DIST RE1J 6IPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers 1.00000 NORTHERN COLORADO WATER (NCW 0.15600 ST VRAIN LEFT HAND WATER (SVW) 0.00000 LITTLE THOMPSON WATER (L TW) MOUNTAIN VIEW FIRE 16.24700 ST VRAIN SANITATION 3.25200 HIGH PLAINS LIBRARY 0.00000 LONGMONT CONSERVATION Following the Annexation, one or more of the taxing entities noted above may no longer serve the Property based on the Town of Mead's agreement with such district. Further, one or more additional districts may serve the Property after Annexation. Proposed (anticipated) districts that the Property could be subject to following adjacent parcels: Tax Rate Tax Authority 15.03800 WELD COUNTY 56.38500 SCHOOL DIST RE1J 1.000000 NORTHERN COLORADO WATER (NCW) 0.156000 ST VRAIN LEFT HAND WATER (SVW) 0.000000 LITTLE THOMPSON WATER (L TW) 11.54500 MEAD TOWN 16.24700 MOUNTAIN VIEW FIRE 0.519000 ST VRAIN SANITATION 0.000000 MEAD URBAN RENEWAL AUTHORITY 3.252000 HIGH PLAINS LIBRARY 0.000000 LONGMONT CONSERVATION XXXXXXX METRO DISTRICT (f) A statement on the effect of annexation upon local -public school district systems, including the estimated number of students generated and the capital construction required to educate such students. The Property is located within the St. Vrain School District. The proposed residential portion of the development has the potential to yield up to 1007 units. Based on a school population study conducted in developing areas of the St. Vrain School District, the following student/DU rates were determined for residential development that can be extrapolated to assess the probable number of students generated by the proposed residential development: Elementary — 0.217 students per DU x 1007 DU = 219 students Middle — 0.100 students per DU x 1007 DU = 101 students High — 0.113 students per DU x 1007 DU = 114 students The number of potential students, 434 students, generated by the proposed development will exceed the 5 - year benchmark within the St. Vrain School District (Mead Elementary, Mead Middle School and Mead High School). The developer intends to work with St. Vrain School District to determine a mitigation plan, an appropriate cash in -lieu payment to offset impacts to existing district facilities and provide phasing plans as Wage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group they become available. designers that think like developers 81Pa g e CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers EXHIBIT A PROPOSED ANNEXATION MAP WITH LEGAL MEADOW RIDGE ANNEXATION TO THE TOWN OF MEAD L.. T A. AMENDED RECORDED=XENFTION NO. i2O7-24--3-At. __ AND LOT E. _'IJ AliENDEC RECORDED EXE►.. Al'KO. 1207-2t-3 2NO AML 311. BE'C A FART a T-i_ &JUTiwEST :JUAN ILK J- SIC! J\ 24 UG_1 •i_H * IH A CAI•( CF It rCU IHtASI JJAH IEN OF SU: IIA\ 2i. CW\SF•IFI 3 WHIN. 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IA IVt' 1.f O'*i. •' •tI• ftt• • a.. es IT '5 C • 1•L. ••l':r> .soh IP-1,ttt •1.••.• I.'• ..Itp 1.•l •Jrt -I DC Mt...,. VS ttrtw :-'C Kew r "$ WI a 1 • •••H' • •1 . -C. -• • 1 •. II • ' LLI I • 11 tN1N -4' for( fin r• 1!•.•v N III y'1. •' 0.? PITY .42 •TtWW 7 K • n tat. 'J. 411 t.JP 4 C n.tr •11 M •I1. • .1W • • ..-.. a • 1'111. MEADOW RIDGE ANNEXATION TO THE TOWN OF MEAD r '{Pilo ) I•••4rr1•tl I. r••••h.•4 1 �. AML J_'L.) KLCORULC LXLMP •100 40. 12Ji-24- 3-AMIt_ ' 295 ANL) LW J• INU AMLI.CLL` K_e(fUJ) '_XLM-' IIJV NU. ' 2C /-24-S INU All :L-11311, ;L N:; A I-'AiT I CI II IL SOU I I AL5 CLAM ILK Cl SLG I OS 24 IC`/J_ I I_h W1111 A -'Ak I iii li IL S:?J I.1_ Ali I CL AN I Ji (A SIC! UN 2S• IOWhSI IN . ACH I11. NANGI 66 Nt_S I Cl lit Slit CCLN4 Y 0 WIEL . STAE 0= COLORADO SI-E T 2 3F 2 el s 14 NCI IA 414144 Plat •MpSlO11K. 4 NC -MC AENa .•• _•M... •. 1 ct .EC Y. NC) 4ilL0t4Ct r :7a.01.40 -4N 4IA VIOC•IWY so 1:0 IIa Ta s0o WAD *Lt. tr.I UMW :OLOMDOwni 4i WJUMTO. tat :ronit ?Jet crWEND Ps; su •9)1.44 •4 4• • _• 3 CCU74.1J4CAlli AI KS 41;1 W'4 M . SP 1•aa1111' C Mt MID le) r r• •t••• ,•6C3 44 CC AnuCc nlell .1.1 )•rinse 77.S4•E.l 4 - •C) V:•)'JM•I T . L ' V I4• _lA a •)•-: '• !.I • ada • • ' Or v1. '1• t . U.4 •.3) _ Y '- •••' S l 4 •.• 1441.4 !seas NO UUULINGS I r • ow •RV M: II. \ isles man TM' w41• 'CC -17:•71• •4L•_••.t c .1..1 Se .• Na Vt•t • 'Y •:::1 -»AIw •4••• •'-.al a.. •.•v • 1 -Pr T --� L " ▪ { * — W.a•ttiQ.l kilt':1 • AI. I•rlX41•N's 4•Mialts. an •t•la regal Ysa tat 10 421!14 H 1 • -NW's F7/S_IfV• •TJFC n .1.l...-4... ,l. ✓t MALI* Una Z.Y. a 9l°age CORPORATE OFFICE 88 Inverness Circle East, Building J. Suite Zoe Englewood, CO 8o112 • Tel 303'734'1777 • Fax 303.734'1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup•com LAI Design Group designers that think like developers EXHIBIT B - ANNEXATION EXHIBITS EXISTING WELD COUNTY ZONING MAP iolPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers EXHIBIT B - ANNEXATION EXHIBITS EXISTING TOWN OF MEAD ZONE MAP OFFICIAL ZONING MAP Zoning Districts +�_ I Msldsril tSingle CC'"' "" t' m�R►YY tats s li Resl j��YY nroi Single i Fam J; l �sidenatial Single m�e�ryY Downtown Mixed Use f Genie& Commercial Interstate 25 Stole Highway 6♦ County load STREMI:DON OF BOUNDARY LINE r Se ee..aoeeb4 It and a SIM an Me teas dual eap. aided essded gad b s red Oa Seaga, N Gabe Mow se Weis ras apt shad Ord edd • wdw be rdelet deledd neat bit ies WaOrla► awl. a Saaaa. et Ss b be deae.ead M W a Of she de s be ma, The Ian Mateo odd M ngeewbhe aebm.a i aq deaefde ar C atba Is Mend.. Olscuaelt a dab ad absabew em Sod lest w IS ebedeei pan 'eb bf a.sbe els gee aids bed S semen bfe....b. e4 deb SIPS an ess rinebde -stag. adonall .gads gae ma de WSJ mealy GM at ieaadaa Orb sr b to soit Me r _Otlsbbt er Miler b M say el Mt gnaw be saidleed 4 oebal bgd add The Wismar awibbet Ian b Wired roe sat sot ee ter IS sad mod IN GS b M awasswr awe The hag ed Wedueeer s eadeay ale be aeabey a sear of My bbesrn entllbad bad. Uses eaerr r Y gad eepueley 4e on eed d Spa. Ss esseddriel ' ebaa S. ass S. tee ss MO MEADOW RIDGE SITE inIPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite lot Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers EXHIBIT B - ANNEXATION EXHIBITS EXISTING TOWN OF MEAD COMPREHENSIVE PLAN UPDATE MEADOW RIDGE SITE 12iPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers EXHIBIT C PROPOSED MEADOW RIDGE PLANNED UNIT DEVELOPMENT a ff S I Div 1 v p SFR-4 wl PUD 7 it is a W _ 3 111 s a".01t LC•I,Tx005 • _, - ,.•ee uru..€t8 ,s' 9 6 ' Ile. OVO8 A1N0OJ, 1='r -C ':6•v t: i a S. lag I 1 5466 // P • 1 2I I J 6 8 I 6 IMP 13lPage CORPORATE OFFICE 88 Inverness Circle East, Building J. Suite aoi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com tai P ! V re T Vie MIL rl aI 4o; stslir s ft 114 I iii gar PA -1 GC w/ PUD OVERLAY (0 25 FAR 8 DU/AC) 5.9 AC PA. GC wl PUD OVERLAY L./ 25 FAR 8 DU'ACi 11.9 AC PA -6 SFR-4 wl PUD OVERLAY (04 DU/AC) 6.2 AC Titian • A-18 COLLECTOR 8.7 AC PA -7 POND 4.9 AC. PA -5 SFR-4 w/ PUD OVERLAY (4 DU/AC) 23 3 AC. PA -24 OGOA 6 8 AC INPA-19 MAJOR LOCAL i 6 A PA -3 ;GC.w/.PUD;OVERL'AY( '025FAR/ 8 DUTAC) 162AC A-3 POND 1 5 AC. TA 20 COLLECTOR 32AC 1y ( PA -9 SFR-4 wl PUD OVERLAY 4 DU/AC 83AC A-21 r MAJOR II LOCAL 07AC --IL PA -11 SFR-4 w./ PUD OVERLAY 4 DU/AC 47 AC PA -12 POND 26 AC PA -26 OGOA 2 7 AC. PA.25a OGOA 64AC • PA -25b OGOA 26AC SMINSIROmo a i -A-22 I MAJOR LOCAL 09AC PA -10 POND / 114AC eI_-_ - hillin------ , -S-: // % ARCEL \�<ACQUISITION (PENDING) \ i A -25c OGOA I 0.4 AC / / I- PA -13 n• POND 26AC PA -14 SFR-4 wi PUD OVERLAY 4 DU/AC 461 AC. PA -30. OGOA 64AC PA -29 OGOA 1 5 AC GROSS AREA AREA % TOTAL MAX DU/SF 370260 S.F / 274 DU /I/ SUMMARY PER ZONE DISTRICT SUMMARY TOTAL GC w1 PUD OVERLAY ',OWWAMI urwFnca. ""IF) rigrhuM 4ctin PUM TOTAL DETENTION PONDS TOTAL R 0 W CORRIDORS TOTAL OGOA (OIL AND GAS OPERATION AREA) I / A-23 PA -15 SFR-4 wl PUD OVERLAY 4 Du/Ac 51.1 AC. COLLECTOR 6.7 AC PA -17 POND 46AC Meadow Ridge Land Use Plan Town of Mead, Colorado Benson Farms, LLC. May 10, 2019 Project #171038 C'uf_,1�/I. F ir,inca h, ITT L. •)HL Visual Media a Landscape Architecture ■ Real Estate Advisory LAI Design Group www.LAldesigngroup.com • 303.734.1777 MEADOW RIDGE PUD PLAN LOCATED IN SECTION 13, 23 AND 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SECTIONS 18 AND 19, TOWNSHIP 3 NORTH, RANGE 7 WEST OF THE 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO TOTAL 299.558 ACRES CERTIFICATES CERTIFICATE OF DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT BENSON FARMS, LEE, BEING THE OWNER OF CERTAIN LANDS IN MEAD, COLORADO. DESCRIBED HEREIN, HAS CAUSED THIS PUS DEVELOPMENT PLAN AND PUD PLAN MAP TO BE PREPARED IN ACCORDANCE WITH THE MEAD LAND USE CODE AND HAS CAUSED SAID LAND TO BE FINAL PLATTED INTO LOTS, BLOCKS, TRACTS, STREETS AND EASEMENTS AS SHOWN HEREON UNDER THE NAME OF MEADOW RIDGE, AND DO HEREBY DEDICATE TO THE PUBLIC SUCH PUBLIC STREETS, PUBLIC RIGHTS -OF -WAY. PARKS, OPEN SPACES. PUBLIC EASEMENTS AND OTHER PLACES DESIGNATED OR DESCRIBED FOR PUBLIC USES AS SHOWN HEREON AND SUCH OTHER EASEMENTS SHOWN HEREON FOR THE PURPOSES SHOWN. THE ENTI1ES NAMED ON THE EASEMENTS, OR RESPONSIBLE FOR THE SERVICES AND/OR UTILITIES FOR WHICH THE EASEMENTS ARE ESTABLISHED ARE HEREBY GRANTED THE PERPETUAL RIGHT OF INGRESS AND EGRESS FROM AND TO ADJACENT PROPERTIES FOR THE PURPOSES NAMED ON THE EASEMENT OR FOR THE INSTALLATION, MAINTENANCE AND REPLACEMENT OF UTILITY LINES AND RELATED FACILITIES THE PUBLIC STREETS, PUBLIC RIGHTS -OF -WAY, PARKS, OPEN SPACES. PUBLIC EASEMENTS AND OTHER PLACES DESIGNATED OR DE -SCRIBED FOR PUBLIC USES SHOWN HEREON ARE DEDICATED AND CONVEYED TO THE TOWN OF MEAD. COLORADO, IN FEE SIMPLE ABSOLUTE. WITH MARKETABLE TITLE. FOR PUBLIC USE AND PURPOSES. ALL GRAPHIC DEPICTIONS, CONDITIONS. TERMS AND SPECIFICATIONS DESIGNATED OR DESCRIBED HEREIN SHALL BE BINDING ON THE OWNER, ITS HEIRS, SUCCESSORS AND ASSIGNS. THE SIGNATURE OF ANY REPRESENTATIVE OF ANY PARTNERSHIP OR CORPORATE ENTITY INDICATES THAT ALL REQUIRED PARTNERSHIP OR CORPORATE APPROVALS HAVE BEEN OBTAINED. PARCELA PARCEL A 120724000004 LOT B, 2ND AMENDED RECORDED EXEMPTION NO.1207-24-3 2NOAMRE-1011, BEING A PART OF THE SW1/4 OF SECTION 24. TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH P.M.WELO COUNTY COLORADO, PER MAP RECORDED. JULY 3, 2001 UNDER RECEPTION NO. 2862592, COUNTY OF WELD, STATE OF COLORADO PARCELS PARCEL*120723400029 THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 15 1957 IN BOOK 1491 AT PAGE 505, JUNE 8. 2001 UNDER RECEPTION NO. 2856036 AND SEPTEMBER 29, 2006 UNDER RECEPTION NO 3423484, COUNTY OF WELD, STATE OF COLORADO. ACQUISITION PARCEL II 120724000009: LOT A. RECORDED EXEMPTION NO 1202-24-3-AMRE-1295 BEING A PART OF THE SW 1/4 OF SECTION 24,TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE OTH P.M.WELD COUNTY COLORADO PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO 2852554, COUNTY OF WELD. STATE OF COLORADO THUS DESCRIBED TRACT CONTAINS 299438 ACRES MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY EXISTING AND/OR RE PUBLIC RECORD PARCELA & B IN WITNESS WHEREOF. II WE HAVE HEREUNTO SET MV/ OUR HAND(S) AND SEAL(S) THIS DAY OF 20 OWNERS. STATE OF COLORADO COUNTY OF SS THE FOREGOING CERTIFICATE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BE THIS DAY OF WITNESS MY HAND AND SEAL MY COMMISSION EXPIRES: NOTARY PUBLIC 20 ACQUISITION PARCEL EXECUTED THIS _DAY OF , 20 OWNERS: MORTGAGEE OR LIENHOLDER: STATE OF COLORADO COUNTY OF ) THE FOREGOING CERTIFICATE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY - THIS DAY OF WITNESS MY HAND AND SEAL )SS MY COMMISSION EXPIRES, NOTARY PUBLIC CERTIFICATE OF PUD DEVELOPMENT PLAN AND PUD PLAN MAP STAFF REVIEW AND APPROVAL THIS PAD DEVELOPMENT PLAN AND POD PLAN MAP OF "MEADOW RIDGE" HAS BEEN REVIEWED BY THE TOWN OF MEAD STAFF AND APPROVED FOR SUBMITTAL TO THE BOARD OF TRUSTEES FOR ACCEPTANCE BY ORDINANCE THIS Day of 20 BY TOWN MANAGER CERTIFICATE OF APPROVAL BY THE BOARD OF TRUSTEES THIS PUD DEVELOPMENT PLAN AND PUD PLAN MAP OF MEADOW RIDGE. A SUBDIVISION IN THE TOWN OF DEAD. COLORADO, IS APPROVED AND ACCEPTED BY ORDINANCE NO. PASSED AND ADOPTED AT THE REGULAR MEETING OF THE BOARD OF TRUSTEES OF MEAD, COLORADO, HELD ON DAT OF 20 , AND RECORDED ON DAY OF 26_AS RECEPTION NO. , IN THE RECORDS OF THE CLERK AND RECORDER OF WELD COUNTY, BY THE BOARD OF TRUSTEES OF MEAD, COLORADO. THE DEDICATIONS OF PUBLIC STREETS, PUBLIC RIGHTS -OF -WAY PARKS, OPEN SPACES, PUBLIC EASEMENTS AND OTHER PLACES DESIGNATED OR DESCRIBED FOR PUBLIC USES AS SHOWN HEREON AND SUCH OTHER EASEMENTS SHOWN HEREON FOR THE PURPOSES SHOWN ARE HEREBY ACCEPTED. ALL GRAPHIC DEPICTIONS. CONDITIONS, TERMS AND SPECIFICATIONS DESIGNATED OR DESCRIBED HEREIN SHALL BE BINDING ON THE OWNER, ITS. HEIRS, SUCCESSORS AND ASSIGNS, ALL EXPENSES INCURRED WITH RESPECT TO IMPROVEMENTS FOR ALL UTILITY SERVICES, PAVING OF STREETS, GRADING, LANDSCAPING, CURBS, GUTTERS, SIDEWALKS AND WALKWAYS. ROAD LIGHTING, ROAD SIGNS, FLOOD PROTECTION DEVICES, DRAINAGE STRUCTURES AND OTHER IMPROVEMENTS THAT MAY BE REQUIRED TO SERVICE THE SUBDIVISION SHALL BE THE RESPONSIBILITY OF THE OWNER(S) AND NOT THE TOWN. THE CONSTRUCTION OF IMPROVEMENTS BENEFITING THE SUBDIVISION AND THE ASSUMPTION OF MAINTENANCE RESPONSIBILITY FOR SAID IMPROVEMENTS BY THE TOWN OR OTHER ENTITIES SHALL BE SUBJECT TO A SEPARATE SUBDIVISION IMPROVEMENT AGREEMENT. THIS ACCEPTANCE OF THE PUD DEVELOPMENT PLAN AND PUD PLAN MAP DOES NOT GUARANTEE THAT THE SOIL CONDITIONS, SUBSURFACE GEOLOGY, GROUNDWATER CONDITIONS OR FLOODING CONDITIONS OF ANY LOT SHOWN HEREON ARE SUCH THAT A BUILDING PERMIT WILL BE ISSUED FOR THAT LOT BY' MAYOR ATTEST TOWN CLERK: PROJECT TEAM VICINITY MAP LEGEND SHEET INDEX MEADOW RIDGE TOWN OF MEAD / WELD COUNTY BOUNDARY TOWN OF MEAD LEGAL DESCRIPTION 1 COVER SHEET 2 CONTEXT ZONING MAP 3 PUD PLAN DEVELOPMENT STANDARDS 5 DEVELOPMENT STANDARDS PARCEL A: PARCEL 120124000004 LOT E, 2ND AMENDED RECORDED EXEMPTION NO. 1207-2452N0AMRE-1811. BEING A PART OF THE SWIM OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M.WELO COUNTY COLORADO. PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO.2862592, COUNTY OF WELD, STATE OF COLORADO. PARCEL (*PARCEL* 120723400029 THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 6e WEST OF THE 6TH P.M, EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505, JUNE 8, 2001 UNDER RECEPTION NO.2856036 AND SEPTEMBER 29.2006 UNDER RECEPTION NO. 3423484, COUNTY OF WELD, STATE OF COLORADO ACQUISITION PARCEL A 120724060009 LOT A RECORDED EXEMPTION NO. 1207-24-3-AMRE-1295. BEING A PART OF THE SW1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO 2852594, COUNTY OF WELD, STATE OF COLORADO. TOTAL 298,558 ACRES SURVEYING CERTIFICATE I, PATRICK M. STEENBURG, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HERESY CERTIFY THAT THE PAD PLAN MAP SHOWN HEREON IS A CORRECT DELINEATION OF THE ABOVE DESCRIBED PARCEL OF LAND I FURTHER CERTIFY THAT THIS PUD PLAN MAP AND LEGAL DESCRIPTION WERE PREPARED UNDER MY PERSONAL SUPERVISION AND IN ACCORD WITH APPLICABLE STATE OF COLORADO REQUIREMENTS ON THIS_ DAY OF 20 BY: PATRICK M. STEENBURG, PLS 38004 FOR AND ON BEHALF OF CVL CONSULTANTS OF COLORADO (SEAL) CLIENT/DEVELOPER: PLANNER / LANDSCAPE ARCHITECT BENSON FARMS, LLC. 530 HOLYOKE COURT FORT COLLINS, COLORADO. 80525 PH: (720) 599-3570 CONTACT' STEPHANIE M. STEWART LAI DESIGN GROUP BB INVERNESS CIRCLE EAST BUILDING J, SUITE 101 ENGLEWOOD, COLORADO 60112 PH'. (303) 734 -1227 CONTACT JENNIFER CARPENTER TRAFFIC ENGINEER CIVIL ENG/NEER/SURVEYOR LSO TRANSPORTATION CONSULTANTS, INC. 1889 YORK STREET DENVER, COLORADO 80206 PH: (303)333-1105 I. (303) 333-1107 CONTACT: CHRISTOPHER S. MCGRANAHAN CAL CONSULTANTS 10333 EAST DRY CREEK ROAD, SUITE 240 ENGLEWOOD, COLORADO 80112 PH: (120) 249-3521 FAX: (MI) 452-8546 CONTACT. JIM JANNICKE/ TOM ODLE ARCHITECT / PLANNER LAI Design Group EMPTOSPIT OOTTTRTCOTTROTTETTT OWNER/CLIENT BENSON FARMS, LLC. 530 HOLYOKE COURT FORT COLLINS, CO, 50525 PH. (7201 599-3570 MEADOW RIDGE PUD PLAN TOWN OF MEAD, CO COVER SHEET PROFESSIONAL STAMP PROJECT INFORMATION DRAWN EV CHEOPEDBE ISSUE RECORD TEE priT•stomrto OTT VETO MOM PT, TOMO. SHEET NUMBER 1 f OF 5 i _ OWNER PAR INERy0P OWNER. CONCORD ENERGY HOEOING5, NC LUH111f (4TNA_ i Jy4N 04 0LN) O*NLR i KELLY 5ERCzm l REVOCABI[ Mkr 1 OWN or ERAi OWNER HILLTOP ROAD PROPERTIES. tLC Lel1 401.411104_ Loa". OF YiMJ OWNER 514$. LEG t 00 WC*41 NAL ION* 04 W'AO OWNER: 101AL CONCREtt SERMCES. INC. arm of N4 -I OWNER BOCK SNYDER. Wi01N4 TRUSTEES ,-44.0 Lawry OWN�ER: P=p WELD O1" I JBO ArctS5a c: FC'RIt:" ._ 45EV: I to a; I -- OF WAY EKECPIKJN tl L NO. 2858036) —4 L MEADOW RIDGE PUD PLAN LOCATED IN SECTION 13. 23 AND 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SECTIONS 18 AND 19. TOWNSHIP 3 NORTH, RANGE 7 WEST OF THE 6TH PRINCIPAL MERIDIAN. WELD COUNTY, COLORADO TOTAL 299.558 ACRES OMER &KOC1 PROPERTIES. LLC Way'mL41♦ -1ffllteotof1'- f?I )3t OTE PARCEL B FORMERLY AG -AGRICULTURAL WELD COUNTY PARCEL 120724000004 6,628,555 SF 152.171 AC 0440 • ` • Ilil t 3444NS (REC. NO.. 34642A jll7/ (Kt NO 354018 1871'JA t E 8871/404 WO Ilia RETRAIN GC w/PUD '4' OVERLAY 39.246 ACRES i' Rai w RAY EATERuNE EASERE NI (SEC NO 2856300) 2'5 'h iTIUIY Ib 41 07 WAY '_ +7 iREC C 3iaaQus) (EKCi•PUGIN) {'CC lie 3474484) )79 39" I S W 1059 5.: Ls - 4 CI r BO RIGHT Or RAY (84 86. PG 273) I 40'42-W t 00' OWNER. DOOtHIT LOYGM0NT, LLC TIN'S OF MAD ' I, j/.'4 : \ „1A 0L a GAB OPPHATKPIEJ AREA tO ACRE. lNMwr.NE 000A S.00 ACIet FORMERLY AG -AGRICULTURAL WELD COUNTY PARCEL 120724000004 40.0 ACCASS • ELMCTiMC . EA8EI16WY l NESO let --?J NiSD 146-•7J O• SONS O►!RATXONS ARRA W ACI483 ANCILLARY 000A i 34 ACRES I Arab _.._ IV SPACING ts7IE7tiICK PRRSIWLRR OC,UA 2I6 AGREre 40' RtQ+T OF WAY (EXCEPTION) - (6N t491. PG 805) 589.59'19'* 145431 to 1� IREIRA1Apf (etc. NO. 72 CORRIDOR IMEri fr� . R1011 -OF -*Ay GRANT r (REC NO 4208724) 217,868 S.F. 5.002 AC. 4 OSIER SRL • Cat OARNES . .30' AOCE$3• LOUT? • ..-IRRIGATION EASEMENT (AEt No rimer; (KC N MEG I•FRMAPEN I OGUA 200 SETBACK 0614 11 RAM LAND CO. EEC Rao COWTY N=.•55'43'1 51 217 MUM Daemon {(AEC 4D nun= 7 PARCEL A FORMERLY AG -AGRICULTURAL WELD COUNTY PARCEL. 120724000004 6,202,328 SF 142.386 AC OLEL1NG EliY4uPEE (AEG NO 2163613) 588'49'4 f W_' /59.21 LISEY RIG11 Or WAY (es 16. PG 273) OWNER. BAREFOOT. LLC Uww u 106.51-000ONr IO1YN OF Wm) i ZONING LEGEND TOWN OF MEAD a GC w/ PUD OVERLAY (CMU - COMMERCIAL MIXED USE RSF -4 ws PUD OVERLAY (SFR - SINGLE FAMILY RESIDENTIAL) J LIMITING SITE FAC I OR AREA MEADOW RIDGE PUD PLAN BOUNDARY Val a cOWT• OWNER ARO 2011. LLC MU NO.1 /7 MC. NO 215,4667) S3t'49'01'W 139.99' S31'32'45"W 189.97' 527.24'28"w 70.43' v 27 L�318.96' R=4993.13' L-3'39'36" CHB-525'25'32"W CH=318 91' ORITERS J0* a TERRI SN•13f.R W1O GOLs • L=319.61' R-45949' 1r. 39'5T'41" CHB-543'31'34"w CH' 31.5 26' L-43383 R=508.07' 'a48'55'25' CHB-S36'59'42'W CH -420.17' • ; A 0' 200' 400 GRAPHIC SCALE 1• = 200' NORTH ARCHITECT PLANNER LAI Design Group Oils vuds : 88 MWBnni4 Ceti Ea: RMB. J. Soto IC' Erg4Km4. Cubddc 40112 T 303.754.1777 I F XLI/34.' 74e 1rO1.6s'Sut■ I6'4144 ( W4 SS ..a3 AYI A.J /t, 1J00. . A•1 .Abg41J'tr'a-4. a 8 r OWN BENSON 1 ARMS, _LC 530 HOLYOKE COURT FORT COLE INS. CO, 8052t •'H ;720)599.3570 MEADOW RIDGE PUD PLAN TOWN OF MEAD, CO CONTEXT ZONING MAP PROFESSIONAL STAMP PROJECT INFORMATION -RUJECT a. 171Q1L JKAWN BY -K HELKED BY J; ISSUE RECORD ::.:itE**Mr TA -..2014,1 A. it 71.) 420I - SHEET NUMBER 2 L O J ;6 5 10 OPL OMER 014 PA -1 GC W/ PUD OVERLAY (0.25 FAR B DU/AC) 5.9 AC PA -2 GC w/ PUD OVERLAY (0,21 FAR 8 DUTAC) 11.9 AC. Lin:aess (xic lxa gesso e11"" MEADOW RIDGE PUD PLAN LOCATED IN SECTION 13, 23 AND 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SECTIONS 18 AND 19, TOWNSHIP 3 NORTH, RANGE 7 WEST OF THE 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO TOTAL 299.558 ACRES PA- SFR-4 w/ PUD OVERLAY (6 DU/AC) 1.4 AC N36.2017, 2 It PA -6 SFR-4 wl PUD OVERLAY (04 DU/AC) 6.2 AC. 47.1 PR PA -7 POND 4.9 AC. v `-PA-18 ' COLLECTOR 8.7 AC PA -5 SFR-4 wl PUD OVERLAY (4 UU/AC) 23.3 AC. PA -3 GC wl PUD OVERLAY (0.25 FAR/ 8 DU/AC) 16.2 AC. A-4 POND 1.5 AC. IREC NC »12,44) (x00 NO 2es N45.30'25. / 89 83' 18 W IOsv SO' -1226"04. w 2701 A-20 COLLECTOR 3.2 AC 00'20 ' 3500' • LIMITING SITE FACTOR AREA -- PA -9 SFR-4 w/ PUD OVERLAY 6 DU/AC 8.3 AC M.o.ew.AcxL- PA -26 PA -11 SFR-4 WI PUD OVERLAY 4 DU/AC 47 AC. PA -12 POND 2.6 AC 94 7.711 07 WAR tac 14"1. Pc sos) I 9W 4 8CSLORADd STATE HWY 66 7.4777 op xpA0 AV SE -III. x0. 42oerxn)NI ee s5'43"E 7.1 us PA -27 OGOA 3.3 AC. PA -14 SFR-4 WI PUD OVERLAY 'ARCEL 4 OU/AC ACQUISITIONOL44366S2,, 46.1 AC. PENDING) 'N1 -' 580'3e'22'w 67+04' 500'38'230 614.08' CO CL 710 22562 A -25c OGOA 0.4 AC Bea W 775921 106 ee;'Pcs`mi PC ELL SU %7=7' axcolujl LEGEND L� s4>425 55 2430526> 1 PA -15 SFR-4 w/ PUD OVERLAY A-23 COLLECTOR 6.7 AC. COPS 4 01 2CTIIN 014021711 N( ECExO iss) BSI"t 531'3245-N 09 97 S2> Z4'28, 2043' PA -17 POND 4.6 AC. COLLECTORS AND MAJOR L OCALS HIGHWAY AGO ARTERIAL ROADWAY PROPERTY LINE PLANNING AREAS PRIME INTERSECTIONS SUS WELLS AND TANK BOUNDARY LIMITING SITE FACTOR AREA PA -16 POND 2.7 AC CHP }s25•25' 1rw cn=3le 9r 1.4119 671 PR 45945' Cs -=54391'34"W 313.26' L-43383 8=5080P x48'55'25" CHB+538'59'42"W .4420 22' 200 400' la GRAPHIC SCALE. V=200' NORTH ARCHITECT/PLANNER LA I' Design G r u p 070 477(77 Easi OWNER/CLIENT BENSON FARMS. LLC ISO HOLYOKE COURT FORT COI. LINS, CO. 00525 PH (720) 5993570 MEADOW RIDGE PUD PLAN TOWN OF MEAD, CO PUD PLAN PROJECT INFORMATION PHOJEC., 1710. - ISSUE RECORD_ SHEET NUMBER 3 3 OF 5 MEADOW RIDGE PUD PLAN LOCATED IN SECTION 13, 23 AND 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SECTIONS 18 AND 19, TOWNSHIP 3 NORTH, RANGE 7 WEST OF THE 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO TOTAL 299.558 ACRES MASTER DEVELOPMENT SUMMARY PLANNING AREA LAND USES/ ZONING DISTRICT MAXIMUM DENSITY/ FAR. MAXIMUM DU/SF GROSS AREA %TOTAL AREA GC wl PUD OVERLAY (CMU -COMMERCIAL MIXED USE ) - DENSITY TRANSFERS WTIHIN GC ALLOWED PA -1 GC 025 FAR /8 DU/AC 64,251 S.F 148 DU 5.9 AC 2% PA -2 PA -3 GC 0.25 FAR 18 DU/AC 025 FAR/ 8 DU/AC 129,591 S.F. / 96 DU 11.9 AC 4% GC 176,418 S.F 1130 DU 16.2 AC 5% GC w/ PUD OVERLAY SUB -TOTAL 370,260 S.F / 274 DU 340 AC 11% RSF-4 wl PUD OVERLAY (SFR- SINGLE FAMILY RESIDENTIAL) • DENSTTY TRANSFERS WRHIN RSFA ALLOWED PA -5 RSF-4 4 DU/AC 93 DU 233 AC 5% PA -6 RSF-4 PA -8 4DU/AC 25 DU 62 AC 1.5% RBE-4 4 DUTAC 6 D 14 AC 0.5% 4 DUTAC 33 DU 6.3 AC 3% PA -9 RSF-4 PA -11 RSF-4 4 DU/AC 180 DU 47 0 AC 18% PA -14 RSF-4 4DU/AC 184 DU 461 AC 15% PA -15 RSF-4 4 DU/AC 204 DU 51.1 AC 17% RSF-4 wI PUP OVERLAY SUB -TOTAL 733 DU 1133 AC 61% DETENTION PONDS (POND) PA -4 DETENTION POND PA -7 PA -10 PA -12 PA -13 DETENTION POND DETENTION POND DETENTION POND 1.5 AC 1% 4.9 AC 2% 114AC 4% 26 AC 1% DETENTION POND 26 AC 1% PA -16 DETENTION POND 2.7 AC 1% PA -17 DETENTION POND 4.6 AC 2% PARKS AND OPEN SPACE (POS) SUB -TOTAL 30.3AC 10% R.O.W. CORRIDORS PA -18 MAJOR LOCAL R.O.W 8.6 AC 3% PA -19 COLLECTOR R O W 1.6 AC 1% PA -20 COLLECTOR R.O.W 32 AC 1% PA -21 MAJOR LOCAL PT O.W. 0.7 AC .3% PA -22 MAJOR LOCAL ROW 0,9 AC .3% PA -23 MAJOR LOCAL R.O.W, 6.7 AC 3% ROM. CORRIDOR SUB -TOTAL 21.7 AC 7% OGOA (OIL AND GAN OPERATION AREA) PA -24 OGOA - PA -24: PRODUCTION FACILITY LOCATION 6.8 AC 3% PA -25a OGOA 6,4 AC 2% PA -25b DGDA 26 AC 1% PA -25c OGOA 04 AC PA -25 OGOA 2.7 AC 1% PA -27 OGOA 3.3 AC 1% PA -26 OGOA 6.4 AC 2% PA -29 OGOA 1.5 AC 1% OGOA SUB -TOTAL 30.1 AC 11% MASTER DEVELOPMENT TOTAL I 370,260 S.F / 1907 DU (MAX) 299.5 AC 100% SUMMARY PER ZONE DISTRICT I. GENERAL INTENT SUMMARY MAX. DU/SF GROSS AREA % TOTAL AREA TOTAL GC w/PUD OVERLAY 370,260 S.F / 274 DU 34.9 AC 11% TOTAL RSE-4 w/ PUD OVERLAY 733 DU 183.4 AC 61% TOTAL DETENTION PONDS 303 AC 19% TOTAL R.O.W CORRIDORS 21.7 AC TOTAL OGOA (OIL AND GAS OPERATION AREA) 20 1 AC 11% TOTAL 370,260S.F. /1007 DU (MAX) I 3,060WAC 299.5 AC 100% PARKS & OPEN SPACE SUMMARY REQUIRED PARKS & OPEN SPACE PER TOWN OF MEAD LAND USE/ZONING GROSS AREA MINIMUM % REQUIRED ACRES REQUIRED GC w/ PUD OVERLAY 34.0 AC 8% 27 AC RSF-4 w/PUD OVERLAY 183A AC 20% 36.7 AC TOTAL REQUIRED 39.4 AC NOTES, 2 THE TOTAL REQUIRED PARK SPACE WILL BE SATISFIED WHILE THE DISTRIBUTION OF ACREAGE PER EACH PARK CATEGORY SPREAD ACROSS VARIOUS PLANNING AREAS ALL PARKS WILL BE DEDICATED TO A METRO DISTRICT FOR CONSTRUCTION, OWNERSHIP AND MAINTENANCE THE PROPOSED MEADOW RIDGE IS LOCATED ON THE EAST SIDE OF THE F25 CORRIDOR. COLORADO STATE HIGHWAY 66 BOUNDS THE SUBJECT PROPERTY TO THE SOUTH, WELD COUNTY ROAD (WCR) 9'/: TO THE WEST, WCR 13 TO THE EAST, AND WCR 32 TO THE NORTH. THE MEADOW RIDGE PROPOSAL ISA 300 -ACRE MASTER PLANNED COMMUNITY TO INCLUDE SINGLE FAMILY DETACHED PRODUCT, OPEN SPACE AREAS FOR PARKS AND TRAIL CORRIDORS AND A GENERAL COMMERCIAL SITE AT A SECONDARY GATEWAY INTO THE MEAD COMMUNITY, THE ZONING WITHIN THE PUD OVERLAY FOR MEADOW RIDGE IS SINGLE FAMILY RESIDENTIAL -4 WHICH WILL ALLOW 4 DU/AC (733 DU); WHILE GENERAL COMMERCIAL WILL ALLOW 0.25 FAR AND B DU/AC (370K SF AND 274 DU). THE PLAN PROVIDES FOR A MIX OF RESIDENTIAL HOME PRODUCTS (FRONT AND ALLEY- LOADED) TO PROVIDE FOR A VARIETY OF LIFESTYLES AND INCOME LEVELS. THE COMMERCIAL SITE IS INTENDED TO PROVIDE A GROCERY STORE ANCHORED RETAIL CENTER WITH A VARIETY OF OTHER NEIGHBORHOOD COMMERCIAL USES THAT MAY INCLUDE A GAS STATION. CASUAL DINING ESTABLISHMENTS AND A VARIETY OF OTHER NEIGHBORHOOD -ORIENTED BUSINESS. THIS PLANNING AREA WILL SERVE AS A BUFFER TO THE RESIDENTIAL NEIGHBORHOODS ON THE INTERIOR OF THE PROJECT SITE. THE PARKS AND OPEN SPACE FEATURES WILL PROVIDE PASSIVE AND ACTIVE RECREATION FOR RESIDENTS OF MEADOW RIDGE, OIL AND GAS WELL OPERATIONS ARE ALSO PART OF THE OPEN SPACE NETWORK. LOCATED IN SOME OF THE NEIGHBORHOOD PARKS AND LANDSCAPE TRACTS. PARK AMENITIES AND HOMES SITES ARE LOCATED SAFE DISTANCES AND SCREENED FROM THE OPERATIONS TO MINIMIZE THE VISUAL EFFECTS OF THE WELL SITES THE MEADOW RIDGE PUD PROVIDES THE MISSING LINK THAT IS SOUGHT IN THE TOWN'S COMPREHENSIVE PLAN. THE PUD IS IN COMPLIANCE WITH THE GOALS AND POLICIES OF THE COMPREHENSIVE PLAN THE PUD ENSURES HIGH QUALITY DEVELOPMENT AND PROMOTE THE HEALTH. SAFETY, ORDER CONVENIENCE. PROSPERITY AND GENERAL WELFARE OF ITS RESIDENTS, AS WELL AS THOSE IN ADJACENT DEVELOPMENTS THE PUD WILL FOLLOW THE TOWN OF MEAD MUNICIPAL CODE EXCEPT WHERE MODIFICATIONS ARE REFERENCED WITHIN. THIS PUD WILL SET MINIMUM LOT SIZES AND SETBACKS FOR RESIDENTIAL LOTS; AS WELL AS ALLOW DENSITY TRANSFERS COMMERCIAL WILL BE LIMITED TO 025 FAR WHICH IS STRICTER THAN THE CODE ALLOWANCE OF 0.50 FAR. II. AUTHORITY APPROVAL OF PLANS UPON APPROVAL OF AND ADOPTION OF THIS PUD BY THE TOWN OF MEAD BOARD OF TRUSTEES, THIS DOCUMENT SHALL BECOME THE GOVERNING ZONING DOCUMENT FOR THE DEVELOPMENT OF ALL USES WITHIN MEADOW RIDGE ANY ITEM NOT COVERED BY THESE STIPULATIONS SHALL BE GOVERNED BY THE TOWN OF MEAD MUNICIPAL CODE. CONFLICTS THE PROVISIONS OF THIS PUD SHALL PREVAIL AND GOVERN THE DEVELOPMENT OF MEADOW RIDGE PUD PROVIDED; HOWEVER. WHERE THE PROVISIONS OF THE PUD DO NOT CLEARLY ADDRESS A SPECIFIC SUBJECT. THE PROVISIONS OF THE TOWN OF MEAD MUNICIPAL CODE FOR THE UNDERLYING ZONE DISTRICT SHALL APPLY. AS DETERMINED BY THE COMMUNITY DEVELOPMENT DIRECTOR. UNDERLYING ZONE DISTRICTS THE UNDERLYING TOWN OF MEAD ZONE DISTRICTS WITHIN THIS PUD IS RSF-4 RESDENTIAL-4 AND GC: GENERAL COMMERCIAL ARCHITECT /PLANNER LAI Design Group ea m=1 OWNER/CLIENT BENSON FARMS, LLC. 530 HOLYOKE COURT FORT COLLINS, CO, 80525 PH: (720)59S-3570 MEADOW RIDGE PUD PLAN TOWN OF MEAD, CO DEVELOPMENT STANDARDS PROFESSIONAL STAMP PROJECT INFORMATION DRAWN BY CHECKED BY - ISSUE RECORD 0.13001.9 SHEET NUMBER 4 4 OF 5 V3 5 MEADOW RIDGE PUD PLAN LOCATED IN SECTION 13, 23 AND 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SECTIONS 18 AND 19, TOWNSHIP 3 NORTH, RANGE 7 WEST OF THE 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO TOTAL 299.558 ACRES Ill. COMMUNITY DESIGN PRINCIPLES AND DEVELOPMENT STANDARDS COMMUNITY DESIGN ELEMENTS WILL CONTRIBUTE TO MAKING MEADOW RIDGE A QUALITY AND COHESIVE COMMUNITY THESE ELEMENTS INCLUDE STREETSCAPE DESIGN. LANDSCAPING WITHIN PARKS. OPEN SPACE, TRAIL CORRIDORS ENTRY FEATURES. ALONG WITH LIGHTING UNIFORM PERIMETER FENCING AND OTHER APPROPRIATE DESIGN FEATURES. IN COMPLIANCE WITH THE TOWN'S COMPREHENSIVE PLAN DATED MARCH 2018, AN OVERALL MAXIMUM OF 1557 DWELLING UNITS ARE ALLOWED AT A GROSS DENSITY OF 3 36 DWELLING UNITS PER ACRE (CALCULATED USING THE 299 5 TOTAL SITE ACREAGE) THIS IS CALCULATED USING 4 0 DU/AC FOR RESIDENTIAL AND 8 0 DU/AC FOR GENERAL COMMERCIAL MEADOW RIDGE SHALL FOLLOW ALL COMMUNITY DESIGN PRINCIPLES AND DEVELOPMENT STANDARDS PER THE TOWN OF MEAD MUNICPAL CODE; ECEPT WHERE OUTLINED SPECIFICALLY WIT HIN THIS PUD. THE FOLLOWING STATES HOW THE PROPOSED PUD DEVIATES FROM ARTICLE II - COMMUNITY DESIGN AND DEVELOPMENT STANDARDS IV, RESIDENTIAL DEVELOPMENT RESIDENTIAL ARCHITECTURE (RESIDENTIAL SINGLE-FAMILY DISTRICT -4). THE INTENT WITHIN MEADOW RIDGE PUD AND SUBDIVISION IS TO BUILD MEDIUM DENSITY RESIDENTIAL NEIGHBORHOODS WITH A VARIETY OF LOT SIZES THAT ARE SUPPORTED BY A NETWORK OF PARKS AND TRAIL CORRIDORS FOR RESIDENTS INTENDED TO PROMOTE STABLE, WELL -ESTABLISHED NEIGHBORHOODS WITH A MIX OF DENSITIES THE PROGRAM ACCOMMODATES A MIX OF SINGLE-FAMILY HOUSING PRODUCT TO INCLUDE TRADITIONAL FRONT LOAD AND ALLEY LOAD LOT CONFIGURATIONS LOT SIZES RANGE FROM 30 X 90' ALLEY LOADED UP TO 00' X100' FRONT LOADED. FRONT LOADED LOTS WOULD ALLOW FOR OFF-STREET PARKING. ARCHITECTURAL DESIGNS WILL RELATE TO THE STREET AND CREATE DIVERSITY AND VARIETY WITH A MIX OF MODELS AND STYLES WHILE MEETING THE INTENT OF THE TOWN CODE RESIDENTIAL FACADES WILL BE IN CHARACTER WITH THE TRADITIONAL RURAL SURROUNDINGS ROOFLINES WILL BE APPROPRIATELY SCALED TO THE HOUSING UNIT AND MEET TOWN CODE QUALITY BUILDING MATERIALS INCLUDING BRICK, STONE WOOD AND STUCCOIPLASTER WILL PROVIDE AN ENDURING ARCHITECTURAL PRODUCT THE DEVELOPER/BUILDER. ALONG THE TOWN, SHALL ENFORCE THESE REQUIREMENTS AS INDIVIDUAL HOMES ARE BUILT ON SAID LOTS ALL RESIDENTIAL DEVELOPMENT REQUIREMENTS SHALL FOLLOW THE TOWN OF MEAD MUNICIPAL CODE, EXCEPT WHERE OUTLINED BELOW' RESIDENTIAL DENSITY AND DIMENSIONAL STANDARDS ZONING DISTRICT DENSITY (DWELLING UNITS PER ACRE) MAX MINIMUM LOT SIZE (NET) AREA (SO.FT) WIDTH (FT.) RSF.4(PER CODE) - RSF4(PER PUD)_ 6,250 3.150 5' INIMUM STREET FRONTAGE 40 MINIMUM SETBACKS (PRINCIPAL/ACCESSORY) STREET (FEET) SIDE (FEET) 'CORNER REAR (FEET) MAXIMUM LOT COVERAGE (A) MAXIMUM FAR MAXIMUM BUILDING SIZE SOFT ) MAXIMUM HEIGHT (FEET/ F20/25 25/10 50 WA N/A 3530 15' TO PORCH 20' TO GARAGE/25 5l5 '10' CORNER 15/10 00 N/A N/A /30 V. COMMERCIAL DEVELOPMENT SINGLE FAMILY DETACHED - TYPICAL LOTS 8 S OE � i I _L_I___I 60' LOT (6000 SF) Tp -_ 5' SIDE I u I CECE S 6IDE - I _LL11t=- 40' LOT (4000 SF) 50' 5' SIDE 26O I 0 I o. Ow s E E R I 50' LOT (5000 SF) ALLEY LOADED: 35' LOT (3150 SF) COMMERCIAL ARCHITECTURE (GENERAL COMMERCIAL): THE INTENT WITHIN THE MEADOW RIDGE PUD IS TO OFFER A MIX OF COMMUNITY -SERVING COMMERCIAL USES, MODERATE TO HIGH -INTENSITY RETAIL, OFFICE AND HIGHER DENSITY RESIDENTIAL DEVELOPMENTS WITHIN WALKING DISTANCE OF RESTAURANTS AND ENTERTAINMENT ESTABLISHMENTS. LOCATED ALONG OR WITH EASY ACCESS TO MAJOR ARTERIAL AND MAJOR COLLECTOR STREETS: AREAS WITH TRANSPORTATION ACCESS AND ACCESSIBLE TO NEIGHBORHOODS AND NEAR MULTI -FAMILY RESIDENTIAL THE CHARACTER OF COMMERCIAL ARCHITECTURE SHALL BE CONSISTENT WITH THE RESIDENTIAL CHARACTER OF THE DEVELOPMENT; USING HIPPED AND GABLED ROOF DETAILS TO DEFINE THE ROOF PLAIN WHERE APPLICABLE FACADE MATERIALS LIKE THOSE USED IN RESIDENTIAL AREAS SHALL BE INCORPORATED INTO THE COMMERCIAL AREAS 1O INCLUDE BUT ARE NOT LIMITED TO BRICK. STONE, WOOD AND STUCCO/PLASTER ALL COMMERCIAL DEVELOPMENT REQUIREMENTS SHALL FOLLOW THE TOWN OF MEAD MUNICIPAL CODE. EXCEPT WHERE OUTLINED BELOW COMMERCIAL DENSITY AND DIMENSIONAL STANDARDS ZONING DISTRICT GC (PER CODE) L GC (PER PUD) DENSITY (DWELLING UNITS PER ACRE) MAX B 4 MIN NA A MINIMUM LOT SIZE (NET) AREA(SQ. FT) 1ACRE 1ACRE WIDTH (FT,) 50' 35' MINIMUM STREET FRONTAGE NA NA MINIMUM SETBACKS (PRINCIPAL/ACCESSORY) STREET (FEET) 20'/25' 20'/25' _DE (FEET) 'CORNER PI0 0'/0' REAR(FEET) 0'I 0' D'/0' MAXIMUM LOT COVERAGE (0( 00 BO MAXIMUM FAR 0.50 025 MAXIMUM BUILDING SIZE (SO.FT.) 125,000/ USE 128,000/ USE MAXIM UM HEIGHT (FEET) 40 40 ARCHITECT/ PLANNER LAI Design G r o U p Cdo,1„ 1101I OWNER/CLIENT BENSON FARMS. LLC 530 HOLYOKE COURT FORT COLLINS, CO, 00525 PH (720)599-3570 MEADOW RIDGE PUD PLAN TOWN OF MEAD, CO DEVELOPMENT STANDARDS PROFESSIONAL STAMP PROJECT INFORMATION ORKAIN BY 1C ISSUE RECORD SHEET NUMBER 5 5 of 5 Weld County Treasurer Account R1025602 Parcel Number 120724000004 BENSON FARMS LIMITED LIABILITY CO C/O BILL WOODS 530 HOLYOKE ST FORT COLLINS, CO 80525-7022 Receipt Date Feb 6, 2018 Receipt Number 2018-02-06-10-4373 Sites Address Payor Legal Description PT SW4 24-3-68 LOT B 2ND AMD REC EXEMPT RE -1811 (RECORDED AS 2ND AMD REC EXEMPT RE -1181 IN REC #2862592 07/03/01) (1.66D) Property Code Actual Assessed Year Area Mill Levy AG -FLOOD IRRRIGATED LAND - 4117 162,800 47,210 2017 2335 88.87 Payments Received Net Vantage $4,195.56 Check Number 00070059 Payments Applied Year Charges 2017 Tax Billed Prior Payments New Payments $4,195.56 $0.00 $4,195.56 Balance $0.00 $4,195.56 $0.00 Balance Due as of Feb 6, 2018 $0.00 Thank you for your payment. All payments made by check are subject to final bank clearance. Weld County Treasurer Account R4561206 Parcel Number 120723400029 BENSON FARMS LTD LIABILITY CO 530 HOLYOKE CT FORT COLLINS, CO 80525-7022 Receipt Date Feb 6, 2018 Receipt Number 2018-02-06-10-4372 Situs Address Payor 4587 HIGHWAY 66 WELD Legal Description SE4 23-3-68 EXC BEG S4 COR SEC N04D05'W 125.01' TO TPOB TH N89D39'E 87.74' S45D39'E 71.10' N89D39'E 1059.50' SOD20'E 35' TO N ROW SH 66 TH S89D39'W 1109.12' S89D39'W 2.73' N45D27'W 70.83' S89D39'W 32.30' TH NOID05'W 35.01' TO TPOB Property Code AG -FLOOD IRRRIGATED LAND - 4117 AG -WASTE LAND - 4167 Payments Received Net Vantage Check Number 00070058 Payments Applied Year Charges 2017 Tax Actual Assessed Year Area Mill Levy 175,537 50,910 2017 2335 88.87 42 10 2017 2335 88.87 $4,525.26 Billed Prior Payments New Payments $4,525.26 $0.00 $4,525.26 Balance $0.00 $4,525.26 $0.00 Balance Due as of Feb 6, 2018 $0.00 Thank you for your payment. All payments made by check are subject to final bank clearance. Account As of Date Parcel Number Owner R1025602 05/10/2019 120724000004 BENSON FARMS LIMITED LIABILITY CO Legal: PT SW4 24-3-68 LOT B 2ND AMD REC EXEMPT RE -1811 (RECORDED AS 2ND AMD REC EXEMPT RE -1181 IN REC #2862592 07/03/01) (1.66D) Situs Address: Year Tax Total Due Total $0.00 $0.00 <publicwebuser> @ May 10, 2019 2:07:02 PM Weld Page 1 of 1 Account As of Date Parcel Number Owner R4561206 05/10/2019 120723400029 BENSON FARMS LTD LIABILITY CO Legal: SE4 23-3-68 EXC BEG S4 COR SEC N04D05'W 125.01' TO TPOB TH N89D39'E 87.74' S45D39'E 71.10' N89D39'E 1059.50' SOD20'E 35' TO N ROW SH 66 TH S89D39'W 1109.12' S89D39'W 2.73' N45D27'W 70.83' S89D39'W 32.30' TH NO1D05'W 35.01' TO TPOB Situ 4587 HIGHWAY 66 WELD Address: Year Tax Total Due Total $0.00 $0.00 <publicwebuser> @ May 10, 2019 2:04:05 PM Weld Page 1 of 1 ACCOUNT # R1025602 PARCEL # 120724000004 TAX DISTRICT: 2335 TAX AUTHORITY TAX LEVY WELD COUNTY SCHOOL DIST RE 1 J NORTHERN COLORADO WATER (NCW) ST VRAIN LEFT HAND WATER (SVW) LITTLE THOMPSON WATER (LTW) MOUNTAIN VIEW FIRE ST VRAIN SANITATION HIGH PLAINS LIBRARY LONGMONT CONSERVATION TOTAL 15.03800 56.38500 1.00000 0.15600 0.00000 16 24700 0.51900 3.25200 0.00000 NET LEVY-> 92.5970000 Real Property Tax Notice 2018 TAXES DUE IN 2019 7 00000 0 00000 0 00000 0 00000 0.00000 0 00000 0.00000 0.00000 0.00000 FEE SPECIAL ASSESSMENT SRNT EXEMPTION BRIGHT FUTURES TAX CREDIT or PREPAYMENT GRAND TOTAL S Et 25 - In absence of State Legislative Funding, your School General Fund mill levy would have been 56.3850000 Weld County Treasurer PO Box 458 Greeley, CO 80632-0458 GENERAL. TAX VALUATION ACTUAL $709.96 $2.661.92 $47.21 $7.36 $0.00 $767.02 $2450 $15353 $0.00 $4,371.50 $0.00 $0.00 $0.00 $0.00 $4.371.50 LAND BUILDINGS/IMPROVE PERSONAL TOTAL SRNT EXEMPT NET TOTAL $162,800 $0 $0 $162,800 $0 $162,800 ASSE SSE IT $47,210.00 $0.00 $0.00 $47,210.00 $0.00 $47,210.00 MESSAGES LEGAL DESCRIPTION OF PROPERTY U„I,:, ic1 l,r,d,r PT SW4 24-3-68 LOT B 2ND AMD REC EXEMPT RE -1811 (RECORDED AS 2ND AMD REC EXEMPT RE -1181 IN REC #2862592 07/03/01) (1.66D) SITUS ADDRESS: No Contact Measurer's Office lawnedlately If a number appears above. PAY MEN DUE DATE Ar.1OUN T FIRST HALF SECOND HALF FULL PAYMENT FEB 28, 2019 JUNE 15, 2019 APRIL 30, 2019 $2,185.75 $2,185.75 $4,371.50 BENSON FARMS LIMITED LIABILITY CO C/O BILL WOODS 530 HOLYOKE ST FORT COLLINS, CO 80525-7022 Make Checks Payable To: Weld County Treasurer POST DATED CHECKS ARE NOT ACCEPTED If you have sold this property, please forward this statement to the new owner or return to this office marked property sold" Please see reverse side of this form for additional information. County treasurer at nut responsble for erroneous payments. It ,n doubt please cheat with your mortgage holler to determine who ,s to make the tax payment FaIl ore to do so could result ,n delayed pro. ceasIny of your account RETAIN TOP PORTION FOR YOUR RECORDS U„I,;,,,I {nun yr. , l ,.,_ , 2018 TAXES DUE IN 2019 No Contact Treasurer's Office Immediately if a "Yes" appears above. RETURN THIS COUPON FOR SECOND HALF PAYMENTS 2nd Half Coupon i PROPERTY OWNER OF , RECORD IF YOUR ADDRESS IS NOT CORRECT, ❑ Check this box for change of address, make changes and sign below. Rot,'" tO>. „nun ,nth n>yn,ent t„ Weld County reasurer PO Box 458 Greeley, CO 80632-0458 BENSON FARMS LIMITED LIABILITY CO C/O BILL WOODS 530 HOLYOKE ST FORT COLLINS, CO 80525-7022 DO NOT PAY THIS BILL IF YOUR MORTGAGE COMPANY WILL MAKE THIS PAYMENT. III ton F :. R1025602 SECOND HALF DUE BY JUNE 15, 2019 $2,185.75 PAYMENTS MUST BE IN U.S. FUNDS County Treasurer ,s not responelble tsr INTOI1004. payments 11 ,n doubt please check with your mortgage solder to determine whom to make the lax payment Failure to do so could resin .n delayed pm. ceasing at your account 2018 TAXES DUE IN 2019 No Contact Treasurer's Office Immediately if a "Yes" appears above. RETURN THIS COUPON WITH FIRST HALF OR FULL PAYMENTS Full Payment or 1st Half Coupon Het,,,„ is , .,nP:,,, .•,,th p.,Yn,nnt t:. DO NOT PAY THIS BILL IF Milli IIIIIH III Hil NI ID III VII IIII d County Treasurer PO B458 YOUMORTGAG WILL MAKE THIS EP PAYMENT. R1025602 IF Ynuw i►nnfarcc IA burr r_nnaceT Greleex CO 80632-0458 PROPERTY OWNER OF RECORD ❑ Check this box for change of address, make changes and sign below. BENSON FARMS LIMITED LIABILITY CO C/O BILL WOODS 530 HOLYOKE ST FORT COLLINS, CO 80525-7022 PAYMENTS MUST BE IN U.S. FUNDS AND DRAWN ON A U S. BANK FIRST HALF PAYMENT DUE BY FEB 28, 2019 $2,185.75 FULL PAYMENT DUE BY APRIL 30, 2019 $4,371.50 ACCOUNT # R4561206 PARCEL # 120723400029 TAX DISTRICT: 2335 Real Property Tax Notice 2018 TAXES DUE IN 2019 Weld County Treasurer PO Box 458 Greeley, CO 80632-0458 $50,920.00 TAX AUTHORITY TAX LEVY GENERAL. TAX VALUATION ACTUAL WELD COUNTY SCHOOL DIST RE1J NORTHERN COLORADO WATER (NCW) ST VRAIN LEFT HAND WATER (SVW) LITTLE THOMPSON WATER (LIMA MOUNTAIN VIEW FIRE ST VRAIN SANITATION HIGH PLAINS LIBRARY LONGMONT CONSERVATION TOTAL 15.03800 56 38500 1.00000 0.15600 0.00000 1624700 0.51900 3.25200 0.00000 NET LEVY--> 92.5970000 700000 0.00000 0.00000 0.00000 0 00000 0 (0000 0 0)000 000000 000000 FEE SPECIAL ASSESSMENT SR/VT EXEMPTION BRIGHT FUTURES TAX CREDIT or PREPAYMENT GRAND TOTAL S 825 - In absent. of State Legislative Funding. your School General Fund mill levy would have been 56.3850000 $765.73 $2.871.13 $50.92 $7.94 $0.00 $827.30 $26.43 $165.59 $0.00 $4,715.04 $0.00 $0.00 $0.00 $0.00 $4,715.04 LAND BUILDINGS/IMPROVE PERSONAL TOTAL SR/VT EXEMPT NET TOTAL $175,579 $0 $0 $175,579 $0 $175,579 $0.00 $0.00 $50,920.00 $0.00 $50,920.00 MESSAGES LEGAL DESCRIPTION OF PROPERTY U �;pa u1 pruu a.tr Mar SE4 23-3-68 EXC BEG S4 COR SEC N04D05'W 125.01' TO TPOB TH N89D39'E 87.74' S45D39'E 71.10' N89D39'E 1059.50' S0D20'E 35' TO N ROW SH 66 TH S89D39'W 1109.12' S89D39'W 2.73' N45D27'W 70.83' S89D39'W 32.30' TH NO1D05'W 35.01' TO TPOB SITUS ADDRESS: 4587 HIGHWAY 66 WELD No Contact Treasurer's allies Immediately If a number appears above. PAYMENT DUE IIAT f A r.1 O 1.I N 1 FIRST HALF SECOND HALF FULL PAYMENT FEB 28, 2019 JUNE 15, 2019 APRIL 30, 2019 $2,357.52 $2,357.52 $4,715.04 BENSON FARMS LTD LIABILITY CO 530 HOLYOKE CT FORT COLLINS, CO 80525-7022 Make Checks Payable To: Weld County Treasurer POST DATED CHECKS ARE NOT ACCEPTED It you have sold this property. please forward this statement to the new owner or return to this office marked "properly sold" Please see reverse side of this form for additional information. C,wrtty Treasurer ,s not response. tar Oft000tIllS payrnen15 II u doubt please cued, ore your mortgage udder to determine ono ,s to make Ike tax payment Farlute to do so could rebylt 0 delayed pro ceasing of your account. RETAJN TOP PORTION FOR YOUR RECORDS 2018 TAXES DUE IN 2019 No Contact Treasurers Office Immediately if a "Yes" appears above. PROPERTY OWNER OF , RECORD RETURN THIS COUPON FOR SECOND HALF PAYMENTS C I� 2nd Half Coupon IF YOUR ADDRESS IS NOT CORRECT, Check this boa for change of address, mate changes and sign below. Rut,,,,, II,,+ C ut,nn .:ill, P.cyn,rnl to Weld County Treasurer PO Box 458 Greeley, CO 80632-0458 BENSON FARMS LTD LIABILITY CO 530 HOLYOKE CT FORT COLLINS, CO 80525-7022 DO NOT PAY THIS BILL IF YOUR MORTGAGE COMPANY WILL MAKE THIS PAYMENT. III R4561206 SECOND HALF DUE BY JUNE 15, 2019 $2,357.52 PAYMENTS MUST BE IN U.S. FUNDS County Treasurer ,s 1,01 responabre for erroneous payments It ,0 doubt please (-Mack wth your mortgage tnger to determine who ,s to make the lax payment Farktau to do on could ',scuff M delayed pro. coming of your account 2018 TAXES DUE IN 2019 NO Contact Treasurer's Office Immediately M a "Yes" appears above. RETURN THIS COUPON WITH FIRST HALF OR FULL PAYMENTS Full Payment or 1st Half Coupon DO NOT PAY THIS BILL IF Sr:-Ilfl,;11T r, d County Treasurer PO Box YOUMORTGAGCOMPANY WILL MAKE TH SE PAYMENT R4561206 IF YOUR ADDRESS in NOT CORRECT G el ley CO 80632-0458 PROPERTY OWNER OF RECORD ❑ Check this box for change of address, make changes and sign below. BENSON FARMS LTD LIABILITY CO 530 HOLYOKE CT FORT COLLINS, CO 80525-7022 PAYMENTS MUST BE IN U.S FUNDS AND DRAWN ON A U.S BANK FIRST HALF PAYMENT DUE BY FEB 28, 2019 $2,357.52 FULL PAYMENT DUE BY APRIL 30, 2019 $4,715.04 LAI Design Group May 13, 2019 Christopher Kennedy Town of Mead 441 Third Street Mead, Colorado 80542 designers that think like developers Re: Consistency with the Town Comprehensive Plan (#13) - Meadow Ridge Mr. Kennedy, On behalf of Benson Farms LLC, we respectfully submit our Annexation and Zoning Request for the Meadow Ridge. The proposed Meadow Ridge is located on the east side of the 1-25 corridor. Colorado State Highway 66 bounds the subject property to the south, Weld County Road (WCR) 9 Y2 to the west, WCR 13 to the east, and WCR 32 to the north. The Meadow Ridge proposal is a 300 -acre master planned community to include single family detached product, open space areas for parks and trail corridors and a general commercial site at a secondary gateway into the Mead community. The following sections discuss the seven themes of the Comprehensive Plan — each theme has a set of goals to achieve the overall desired vision. Meadow Ridge is consistent with the Town Comprehensive Plan and illustrates below how the development is in conformance. Small -Town Community Character (STCC) Vision Statement A Small -Town Community Character rooted in its rich history, agrarian heritage, natural setting, distinct destinations, and unique downtown identity. STCC GOAL 1: Work to ensure that new development and redevelopment in Downtown Mead preserves and enhances the Towns vitality, history, form, and charm through compatibility with the older buildings and emphasis on the unique character of the area. STCC GOAL 2: Work to ensure that new development in gateway corridors, such as 1-25, Highway 66, CR 7 and Welker Avenue, promotes a positive first impression of the Town. STCC GOAL 3: Update and enforce design standards that will result in a charming small-town feel and distinctive, rural image, while allowing for variety and flexibility. STCC GOAL 4: Promote and enhance arts and culture within the community. RE: The intent of Meadow Ridge is to settle into the community as a part of and not stand out. While Meadow Ridge is not located Downtown it is part of the East Side Neighborhood. Meadow Ridge is a perfect example of what should be occurring in the East Side Neighborhood; where employment ilPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 8013.2 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers activities are located on the western boundary along busy rights -of -way then transition to residential on the interior. The Comp Plan has designated the corner of CR 9 1/2 and Hwy 66 as a secondary gateway to the Community; this is where General Commercial has been planned which will be regulated by Town Design Standards to create a quality development. The residential neighborhood will also follow design standards that implement new construction and landscape standards to retain and enhance the Town's rural landscape and feel. Then Highway 66, along the south of the property, will have a valued partnership between the Applicant, the Town of Mead, Weld County and CDOT to ensure safe and quality improvements are achieved. And finally, it is of interest to incorporate public art or cultural education within Meadow Ridge parks and open spaces or commercial public gathering spaces without causing a hardship to the Applicant or future investors/developers. Diverse Economy (DE) Vision Statement A Diverse Economy comprised of self-sustaining and resilient businesses and industries that promote economic vibrancy, strengthen the tax base, increase employment opportunities, and allow people to live and work in the community they love. DE GOAL 1: Identify specific, strategic areas for and develop commercial and employment centers of an appropriate size and scale, to ensure a strong and diversified economy and shape community form. DE GOAL 2: Expand and attract key job sectors and industries that are matched to Mead's high education levels and regionally central and accessible location. DE GOAL 3: Enhance Downtown to differentiate Mead from other small towns in the vicinity. DE GOAL 4: Encourage and develop mixed -use centers in strategic locations —especially near Downtown —to support commercial and civic uses, promote walkability and bike ability, and provide for a variety of housing options. DE GOAL 5: Support population growth to build a trade area that can support critical retail thresholds. Meanwhile, bolster resident -serving amenities for current residents to attract future populations. DE GOAL 6: Effectively market Mead as a place to live and do business. RE: Meadow Ridge has a prime location at the corner of WRC 9 1/2 and Highway 66 which lends itself as not only a secondary gateway to the community; but a great place to a create a work and live environment or "a complete" community which means residents would live and work within the Town. With almost 40 acres of General Commercial, the Meadow Ridge PUD can meet the growing residential and commercial demand; while attracting much needed retail for basic goods and services. The remaining 255 acres of Residential will be of quality development to ensure stable, well -established neighborhoods with a mix of densities. Friendly Neighborhoods (FN) Vision Statement Friendly Neighborhoods comprised of a mosaic of high -quality, multi -generational neighborhoods Wage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 8ouz • Tel 303734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers with a thoughtful range of housing options to support existing and prospective residents of all life stages. FN GOAL 1: Ensure an appropriate mix of housing types and densities, in appropriate locations, to create a harmonious mix of land uses and attract and retain residents. FN GOAL 2: Strive to enhance property values by improving access to amenities, transportation networks, and commercial areas, and maintaining the character and identity of existing residential neighborhoods. RE: Meadow Ridge will provide high quality housing that offers diversity and appeal to all buyers; including young first-time home buyers, families, single professionals and the older generation who wants to downsize. Meadow Ridge will primarily be designated as a single family detached community and will offer a mix of products to include traditional front load and alley load lot configurations. Lot sizes range from 35' x 90' alley loaded up to 60' x 100' front loaded. Smaller and often more affordable lots would be the alley loaded and the smallest traditional lot of 4,000 SF (40' x 100'). General Commercial offers 0.25 FAR and 8 DU/Ac which would lend itself to single-family attached and multi -family. Strong Connectivity (SC) Vision Statement Strong Connectivity through a safe and convenient transportation network that promotes alternative modes, regional linkages, independent mobility, active lifestyles, and social interactions for people of all ages and abilities. SC GOAL 1: A safe, convenient, and efficient transportation network that meets the Towns mobility needs and is built and maintained through sustainable funding mechanisms. SC GOAL 2: A transportation system that is well integrated with the regional network and transportation services to enable convenient regional travel for Mead residents and visitors. SC GOAL 3: A connected and integrated transportation network that provides travel options (multi - modal) and enables mobility for people of all ages and abilities. RE: Meadow Ridge will be required to its share of off -site improvements along 9 1/2 and Highway 66 which will be critical in maintaining safe, convenient and efficient means of transportation for not only the development but the larger regional system. While not directly accessing a town trail or loop creating walkable neighborhoods with bike and pedestrian trails strengthen town -wide connectivity as connections are made from one development to the next and begin to address alternate modes of transportation. Dynamic Parks, Recreation and Open Space (PROS) Vision Statement Dynamic Parks, Recreation and Open Space that support healthy lifestyles, ease of access, family - centric values, and local heritage. PROS GOAL 1: Provide a balanced and connected system of recreation facilities, parks, and open q CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 8013.2 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers space for all ages that promote healthy living. RE: Meadow Ridge will provide active and passive recreation opportunities through a well-connected trail network, supported by a wayfinding signage program where appropriate. Trail systems will connect inner parks of various sizes, such as pocket and/or neighborhood parks. Storm drainage facilities (detention, retention and/or water quality) may function as open space for active recreation and trail corridors with design enhancements. Expansive Natural and Agrarian Setting (ENAS) Vision Statement An Expansive Natural and Agrarian Setting embodied by vast farmland, access to nature, wide open spaces, and environmental stewardship. ENAS GOAL 1: Promote the efficient management of water, energy and waste through a cohesive sustainability program that represents the values of the Mead community. ENAS GOAL 2: Protect the Towns natural resources, agricultural lands, and scenic landscape. ENAS GOAL 3: Diversify the local economy to guard against loss of natural resources, increase Mead's overall resilience, and prepare for natural hazards such as fires, drought, and extreme weather events. RE: Meadow Ridge will follow all regulations or negotiate to terms acceptable by the Town of Mead and referring agencies. The owner has been in communications with all utilities which have provided will serve letters; as well as owning water rights for the development to be successful. Once entitled lands are turned over to builders, which is still pending, builders will be encouraged to provide cost- effective/sustainable building and energy techniques; as well as, investigate options for solar power and improving solid waste management. The site does not lend itself to preserving agricultural land per the Comprehensive Future Land Plan; but will use context -sensitive design and standards around oil and gas operations as they do exist on site. Finally, always keep the line of communications open between developer, builder and residents with the various municipalities to be prepared for all - natural hazards. Thoughtful Community Planning, Facilities and Services (TCPFS) Vision Statement Thoughtful Community Planning, Facilities and Services that support local values, a highly -engaged citizenry, strong social interactions, and lifelong learning through deliberate, forward -thinking, fiscally -sound, and transparent decision making. TCPFS GOAL 1: Ensure government services, buildings, and equipment needs respond to growth with a cost-effective, high level of service to residents. TCPFS GOAL 2: Encourage and support community activities to bring together the residents of the community and foster community leadership. TCPFS GOAL 3: Promote cooperative planning for growth, development, and increased coordination by strengthening relationships and maintaining intergovernmental agreements (IGAs) between local 4 I P a g e CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers governments to address major land use, transportation, and infrastructure projects. Work together to ensure new projects are cost efficient, meet individual and shared needs, and promote mutual benefit. RE: As part of the planning process, Meadow Ridge will be subject to referral reviews to the various service providers to ensure adequate services (schools, fire and safety, utilities and events) have been accounted for with the close to 2000 - 2800 new residents the development could bring. Between the use of special districts and utility providers close collaboration will ensure quality services for the residents and employees of Meadow Ridge. Special Districts will be the communication line to residents and employees informing them not only of special events but day to day activities and reasons why they should be involved. The annexation of Meadow Ridge to the Town of Mead is an example of promoting cooperative planning for growth, development and increased coordination. Meads Sub -Areas Based on input from numerous stakeholders throughout the planning process, the Town has identified three geographic areas (sub -areas) that require special attention in the coming years: 1) Downtown, 2) the Highway 66 Corridor, and 3) the East Side Neighborhood; as shown in Map 5: Sub - Area Boundaries. Meadow Ridge is located within the East Side Neighborhood. THE EAST SIDE NEIGHBORHOOD Location and Current Context The East Side Neighborhood refers to the land east of WCR 9.5 between WCR 34 and WCR 28, bounded on the east by the St. Vrain Creek. The area immediately adjacent to the interstate along the east side of I-25 has historically developed as an area for employment in light manufacturing and warehousing. The designation of the Weld County Road (WCR) 9.5 as an eastern arterial roadway provides access to the area which would facilitate the continuation of industrial and business park employment activities that would parallel 1-25 for much of the planning area. Further east of WCR 9.5, the East Side Neighborhood is intended to become more residential in character with a combination of mixed -use residential, including a variety of housing types and densities that will create cohesive neighborhood developments. Agricultural lands will continue to be integrated into the East Side Neighborhood north, south and east to the St. Vrain Creek, maintaining the rural agricultural character that is so valued by residents. The agricultural community will continue to provide a green edge buffering Meads corporate Town limits to the edge of its planning influence area. 5lPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers SUMMARY PER ZONE D±STRICT SUMMARY -ays at a Pal ss $ „,rar 4446 a rania »rr.v TrJTIl W3VONAII roJICIs tilt*. too artmons 01101011. Ms SMOG rota ens. rays, aoss/AEA. Tf!!M. 3!W Sls.1T4f1U TO 2i1 SiOAC 11% fl34PC Of% 'Mt PA -15 SFFb4 w.' PJO IYQE*.' 4 DUMAC SI I AC '-nfl COLLECTOR 6 I AC r- CGQA I5W' s Opportunities • New land use and zoning categories, including mixed -use, overlay and transitional zones to support implementation strategies and flexibility • Expansion of residential development as cohesive, planned neighborhoods with a diversity of housing types and amenities • Clustered development standards to provide for oil and gas development, as well as to encourage continued agricultural use • Possible incentives to protect existing agricultural uses while positioning properties for long term development • Incentives for individual landowners to initiate and expedite the annexation process • Enhanced trail connections that leverage the area's natural assets, providing access to the Town's proposed trail loop network and the St. Vrain Creek regional trail system 6IPage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers Constraints • St. Vrain Creek Corridor, greenway, and floodplain • Proximity to I-25 • Impacts of the Highway 66 PEL Study (in -progress) • Oil and gas operations • Strong agricultural base and limited water availability • Existing commercial and light industrial development along parts of Highway 66 • Political boundaries—Firestone's recent intrusion into Mead's Planning Influence Area and the intensity of pending development in the area Future Context Firestones recent boundary expansion into Meads Planning Influence Area prompted the Town of Mead to re-evaluate the Future Land Use Plan for the adjacent areas based on a collective vision that meets property owners' expectations and the Towns desire to solidify control over the future character and function of this priority sub -area. Preliminary land use planning for the East Side Neighborhood was initiated in 2015. The findings from the public outreach process are highlighted within this section and integrated into the 2018 Land Use Plan and policy framework. The East Side Neighborhood Future Land Use Plan (Map 8) on the following page represents the culmination of previous outreach efforts and continued communication with the areas stakeholders and seeks to establish a collaborative vision for the East Side Neighborhood that provides flexibility for property owners that will hopefully encourage them to initiate the annexation process; thereby decreasing the likelihood of any further intrusions into Meads Planning Influence Area. The process resulted in the following land use changes to the Towns Future Land Use Map: • a designated Business Park (BP) area that acts as a transitional buffer between the existing light industrial and office park uses to the west and the planned mixed -use and residential areas to the east; and • new Mixed Use Residential Commercial (MU -RC) designations that allow for flexibility in uses, thus supporting the landowners desire to maintain control over the future of their property, while furthering community goals outlined during the public planning process. Desired Future Character for the East Side Neighborhood The future character of the East Side Neighborhood will be shaped by the following combined priorities voiced by landowners within the neighborhood and representatives of the Town of Mead during the planning process: • Protect Mead's municipal boundaries from encroachment from neighboring towns by encouraging landowners within the planning area to participate in the planning process. • Promote long term economic sustainability and development. • Strategically plan for growth in a logical and sequential manner. Wage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite ioi Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers • Plan neighborhoods rather than independent subdivisions to promote quality of life with the development of a diversity of housing types and price ranges, with strong connectivity and amenities. • Support the agricultural community and related businesses. • Provide for recreational opportunities and trail connections. • Continue community engagement with the citizens of Mead and adjacent landowners within the planning area to strengthen participation in the planning process and maintain healthy relationships. We look forward to working with the Town of Mead to complete this process and deliver a successful Master Planned community. Sincerely, v4v Jennifer Carpenter Associate Principal 81Page CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite a0. Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com 9i MEADOW RIDGE ZONING AMENDMENT LOCATED IN SECTION 13, 23 AND 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SECTIONS 18 AND 19, TOWNSHIP 3 NORTH, RANGE 7 WEST OF THE 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO TOTAL 299.558 ACRES CERTIFICATES CERTIFICATE OF OWNERSHIP KNOW ALL MEN SY THESE PRESENTS THAT BENSON FARMS. LLC BEING THE OWNER OF CERTAIN LANDS IN MEAD, COLORADO. DESCRIBED AS FOLLOWS, EXCEPT PUBLIC RIGHTS -OF -WAY PARCEL A. PARCEL#120724000004 LOT B. 250 AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE1811, BEING A PART OF THE SW1/4 OF SECTION 24. TOWNSHIP 3 NORTH. RANGE 60 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2062592, COUNTY OF WELD, STATE OF COLORADO. PARCELS PARCEL K120723400029 THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH. RANGE 68 WEST OF THE 6TH P.M„ EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505, JUNE 6, 2001 UNDER RECEPTION N0.2056036 AND SEPTEMBER 29.2006 UNDER RECEPTION NO. 3423484. COUNTY OF WELD, STATE OF COLORADO. ACQUISITION PARCEL I/ 120724000009: LOT A. RECORDED EXEMPTION NO.1207-24-3-AMRE-1295, BEING A PART OF THE SW 1/4 OF SECTION 24,TOWNSHIP 3 NORTH. RANGE 60 WEST OF THE 6TH P,M.WELD COUNTY COLORADO. PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862594, COUNTY OF WELD. STATE OF COLORADO. HAVE LAID OUT THIS ZONING AMENDMENT MAP OF THE ABOVE DESCRIBED LAND UNDER THE NAME AND STYLE OF MEADOW RIDGE. THE CHANGE IN ZONING SHALL BE FROM THE EXISTING ZONING OF AGRICULTURAL TO GENERAL COMMERCIAL (GC) WITHPUO OVERLAY AND SINGLE-FAMILY RESIDENTIAL (RSP-4J WITH PUD OVERLAY ZONING IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE IS, OF THE MEAD MUNICIPAL CODE. THUS DESCRIBED ZONING AMENDMENT MAP CONTAINS 222.558 (ACRES OR SQUARE FEET) MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND SIGHTS -OF -WAY EXISTING AND/OR OF PUBLIC RECORD, PARCEL AB B EXECUTED THIS _DAY OF OWNERS: MORTGAGEE OR LIENHOLDER, STATE OF COLORADO COUNTY OF )SS THE FOREGOING CERTIFICATE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY: THIS DAY OF .20 WITNESS MY HAND AND SEAL MY COMMISSION EXPIRES: ACQUISITION PARCEL EXECUTED THIS DAY OF , 20 OWNERS - MORTGAGEE OR LIENHOLDER: SS STATE OF COLORADO COUNTY OF NOTARY PUBLIC THE FOREGOING CERTIFICATE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY'. THIS OAY OF WITNESS MY HAND AND SEAL MY COMMISSION EXPIRES. NOTARY PUBLIC SURVEYING CERTIFICATE PATRICK M. STEENBURG, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE PUS PLAN MAP SHOWN HEREON IS A CORRECT DELINEATION OF THE ABOVE DESCRIBED PARCEL OF LAND. I FURTHER CERTIFY THAT THIS ZONING AMENDMENT MAP AND LEGAL DESCRIPTION WERE PREPARED UNDER MY PERSONAL SUPERVISION AND IN ACCORD WITH APPLICABLE STATE OF COLORADO REQUIREMENTS ON THIS 9AYDF -_ ,20_ BY: (SEAL) PATRICK M. STEENBURG, PLS 38004 FOR AND ON BEHALF OF CVL CONSULTANTS OF COLORADO PLANNING COMMISSION CERTIFICATE APPROVED SY THE MEAD PLANNING COMMISSION THIS DAY OF 20 - BY: CHAIRMAN BY: PLANNING COMMISSION SECRETARY CERTIFICATE OF APPROVAL BY THE BOARD OF TRUSTEES THIS ZONING AMENDMENT MAP OF THE MEADOW RIDGE, IS APPROVED AND ACCEPTED BY ORDINANCE NO. PASSED AND ADOPTED AT THE REGULAR MEETING OF THE BOARD OF TRUSTEES OF MEAD, COLORADO, HELD ON DAY OF 20 BY: MAYOR ATTEST: TOWN CLERK: PROJECT TEAM VICINITY MAP LEGEND SHEET INDEX MEADOW RIDGE TOWN OF MEAD / WELD COUNTY BOUNDARY TOWN OF MEAD 1 COVER SHEET 2 ZONING AMENDMENT PLAN CLIENT/DEVELOPER: PLANNER/LANDSCAPE ARCHITECT BENSON FARMS, LLC. 530 HOLYOKE COURT FORT COLLINS. COLORADO, 00525 PHCONTACT:720) 3570 CONTACT: STEPHANIE M. STEWART LAI DESIGN GROUP BB INVERNESS CIRCLE FAST BUILDING J. SUITE 101 ENGLEWOOD. COLORADO 80112 PH: (30CT:1777 CONTACT: JENNIFER CARPENTER TRAFFIC ENGINEER LSC TRANSPORTATION CONSULTANTS, INC. 1809 YORK STREET DENVER, COLORADO 00206 PH: (303) 3331105 FAX: (303) 333-1187 CONTACT CHRISTOPHER S. MCGRANAHAN CIVIL ENGINEER/SURVEYOR CVL CONSULTANTS 33 EAST DRY CREEK ROAD, SUITE 240 ENGLEWOOD, COLORADO 60112 PH, (720) 249-3527 FAX: (720)482-9546 CONTACT: JIM JANNICKE / TOM OGLE ARCHITECT / PLANNER LAI Design Group OWNER/CLIENT BENSON FARMS. LLC 530 HOLYOKE COURT FORT COLLINS, CO, 60525 PH: (720) 599.3570 MEADOW RIDGE ZONING AMENDMENT TOWN OF MEAD, CO COVER SHEET PROFESSIONAL STAMP PROJECT INFORMATION PROJECT DOWN Irr CHECKED BY. 171038 ISSUE RECORD SHEET NUMBER 1 1 OF 2 NI EA D O W RIDGE LEGEND ARCHITECT/ PLANNER L A D r of 9 p es ag H`I7xrl"p'IOR/342, . PROPERTY LINE ZONING AMENDMENT ZONING DISTRICT LOCATED IN SECTION 13, 23 AND 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SECTIONS 18 AND 19, TOWNSHIP 3 NORTH, SUA WELLS AND TANK BOUNDARY RANGE 7 WEST OF THE 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO L:.. LIMITING SITE FACTOR AREA TOTAL 299.558 ACRES OWNERICLIENT BENSON FS, LL. 538 HOLYOKARME COURT FORT COLLINS. CO. 80525 PH; 0201599-3570 wcowuv,. LIMITING SITE FACTOR AREA P S�Lc v r+uuwwn ✓ T ORW xvuletill C0. aq,xr. c xO1, uc uEwe?`180E17 E 2651 05 ~ ti Li] (j o LLI O o O Q Z Q W Z L� 2, W o 0 G7 ZO Q W z z N O N , ' FORMERLY PARCEL B AG -AGRICULTURAL WELD COUNTY PARCEL 120723400029 6,628,555 SF °°°"°w".'� 152.171 AC --I4 " <g� i�'I�I.1 - I 1 A 1, i „ 6 q \` \`WI ' ,7 �� 000,^o,.=. _ I SFR-4 - - 1 FORMERLY z !PARCEL 120724000004 w/PUD OVERLAY / '217,8685.F. uP„;` 255.311 ACRES `5.002 AC. ' } �^ - °^ F lu IRRIGATION 2i 1�≥. sHe'39'zz•w 6 14a K 0 i�s3o x° „.„„,a,,c, .'° r LC3.... zv.ccPs° -- 88'3823 E 6°sunweussruncx o3 wQ8 --'e- '. tmn ar._— z Ciaec `X".a°�°mod','°°" \ j, 3a / /E. �w4°Pxaa. Nasx> SIIA. L — °eta°a " Il- f- .l i 30' ACCESS °V (a[cNu } uEWt •e S.31,9'01, CLAIMED•�, Iry 'PPM, 39.99 xx 1 4 xn�r� ��qc a xfs)'� 31.894 L a �. , � "'.1.39'.R.; , 7 4 ,i ] 52724'28"W l r 1 Mkt WE yk,xl 04J' per.lx '--- FORMERLY /I ,.: L 0 ""`"'t�x. iiii142.386 ara,u6, I ..‘• OPEELATONSAREA N. 7::.'., � 'NACRES N. _r GCw/PUD \ OVERLAY `� oc°„x°°4a�a 39.246 ACRES I1I ;�i `,_ II .li '7 �� I' PARCEL A L-318.961 AG -AGRICULTURAL r> ' cHe'525 ]892•W WELD COUNTY cH=n esi' PARCEL 120724000004 ��a �E 6,202,328 SFI'Ii AC r-ss.6r R=as9.a9' III sQ4. , N = 3.31.3''' ' =;;:g''''' R=499313' PROFESSIONAL STAMP x Pq P=S -1%- °�'�u"m=- AFL �wn. la[� a° r<x +a4) ( Oul' 5"W REC. ) 559'39'18"W 1059.50' ` ' x , Y I :AFC) VO'2042W� (su(Fs acC) Ir II CONSTRUCTION EASE.° [c c n» @Ec xo 4°3j"' CASEMENT r x�a. WATERLINE M [ i at 74 ZVI �iI x°faEC o. MUM, cH-313zs' L 433.83 R=508.02. CHB53659'42 W (n, n rAgs)°s: III L CH.,. -17 � ISSUE RECORD -y.- - "'k--- 589'39'19"W 1451 3t - - - _ 5.813.1_4,Q W 1]9.21 - PURERC-9111.17TP1 WORM (e.es Pc x%",i - - � n. F, , °E t'aaPf , [EG a ° TOm=rc (N1 e°. PG ,.. " I. C w,w,,.n.n °v,vm,P SHEET NUMBER O 200' 400' ® V GRAPHIC SCALE: 1"=200' NORTH 2 2 OF 2 Town of Mead 441 Third Street P.O. Box 626 970-535-4477 Mead, CO 80542 www.townofzuead.ortt LAND USE .APPLICATION PAGE TWO MUST BE SIGNED AND NOTARIZED Project/Business Name Meadow Ridge/Benson Farms, LLC Project Address Hwy 88 between CR 91/2 and CR 13 Project Description Annexation and Rezoning from Agricultural to PUD as shown on the attached Plans i.tL;al Des, tii)tion = SE 1/4 of Sec. 23 (excluding roadway) and Lot B of SW 1/4 of Sea 24, Township 3 North, Range 68 West of 8th P.M. Parcel Nos. 1207-24-0-00-009; 1207-24-0-00-004; and 1207-23-4-00-029 () }+ n d r Name/Company (Attach Separate Sheets if Multiple) Benson Farms, LLC/Bill and Kerrie Barnes (under option) Contact Person (If Different) Stephanie Stewart Address/City/State/Zip 9380 Station Street, #500, Lone Tree, Colorado 80124 Phone 720-599-3580 Email stephanie.stewart@bradburycompanies.com Fax 303-7088819 Authorized Representative Name/Company Jen Carpenter and Ken Puncereiii - LAI Design Group Address/City/State/Zip 88 Inverness Circle East, Bldg. J, Suite 101, Englewood, CO 80112 Phone 303-734-1777 Email jearpenter@laideeigngroup.com Fan x-734-1778 Land Use Application Form 08/09 Page 1 of 2 \lint r.rl I .ra,; i l''lrlr r NamelCompany (Attach Separate Sheets if Multiple) Kerr McGealAnadaiko (Blatt Cavanagh 720-929-3298) Address/City/State/zip _1099 18Ih Street, Suits 1800, Denver, CO 80202 rrti� Pi 1.0 r Gas Electric Water Little Thompson Water District Metro District TBp Sewer St train Sanitation District Fire Mountain View I :slut' I cr' Irtlarrrtt.1tirarr Current Zoning AG Acres 300 acres # Lots/Units Proposed_ 370,260 SF Max / 1007 DU Max Proposed Zoning PUD Density 3 36 DU/AC Overall Max The undersigned is Billy aye of the sequest/prapteal being made and the actions being initiated on the referenced property. The tmdm signed undderetned that the application must be found to be complete by the Town of Mood before the aequoat can officially be accepted and the development review process initiated. The u ndenigeed is aware that the applicant is fully reemearnible for all reasonable costa associated with the review of the appiicatiodrequest being a e e to the Town of Mead Applicants shall pay all cats billed by die Town fur legal. engineering and planing pops incurred by staff including c oneultaots acting on behalf of staff, wary for proms review. By this acimnetiodgement, the undersigned hereby certify that the above ietarnaeion is true and correct Owner: Owner: Applicant: STATE OF COLORADO ) j 155. County of _.L -WA. STARLI The I. iestnnnmt was acimowi bath et me this by \Cu, DQ!: )691 0_0(15 . and use App radon Form 06/09 Date: Date: Date: !'I' Community Development Planning and Zoning ANNEXATION Date of Pre -application meeting: PRE -APPLICATION FORM Project Name: Applicant Contact. - Contact Information: Project Location: Project Description: Fee: Deposit: Total: For more information, please refer to the Mead Land Use Code, here: https://library.municode.com/co/mead/codes/municipal_code?nodeld=CD_CH 16LAUSCO Application Submittal Instructions The submit Town is moving towards an all -digital plan review system. Please follow your application package. a. The deadline for application submittal is every Monday at 12:00pm. b. Use this link; Electronic Submittals to create a submittal folder on the the directions below to Town's SharePoint Site. to upload. documents) to the District 56 Drag and drop application materials into newly created submittal folder c. Mail printed copies of plans (excluding any reports, studies and supplemental following: JVA Incorporated Little Thompson Water Attn: Ken Clifford Attn: Amber Kauffman 1319 Spruce Street 835 E. State Highway Boulder, CO 80302 Berthoud, CO 80513 Annexation Technical Criteria — Submittal Checklist X 1. Land Use Application Form. https://www.townofinead.org/sites/default/files/fileattachments/planning amp_zoning/page/51096/land use_application.pdf X 2. Technical criteria form (This document). X 3. Fee Agreement, https://www.townofinead. org/sites/default/files/fileattachments/planning_amp_zoning/page/51096/agree ment for payment of review expenses.pdf X 4. Surrounding and Interested Property Ownership Report. County Assessor tool shall be used to generate this report. X 5. Title Commitment (dated within 30 days of application). Town of Mead 1441 Third Street I Mead, Colorado 80542 I (970) 535-4477 I www.townofmead.org Community Development Planning and Zoning X 6. Affidavit certifying names and addresses of all mineral and subsurface right owners. X 7. Letter of Intent to Annex. X 8. Annexation Petition. The applicant shall submit a petition for annexation complying with the requirements of C.R.S. § 31-12-107. The Town's standard petition shall be utilized. Petition shall contain the statements outlined in Section 16-8-60 of the Code. X 9. Annexation Map. Shall be signed and sealed by registered land surveyor or engineer annexation map, or under whose supervision map was prepared. Provide one (1) "Annexation Land Surveying Standards Checklist" completed by Surveyor. Annexation Map shall standards outlined in Section 16-8-80 of the Code. preparing Map conform to X 10. Concept Plan Map. Paper copies of the concept plan map(s) shall be blue line or black line copies of the original, folded to 12" x 9" size and shall contain meet the technical standards outlined in Section 16-8-90 of the Code. X 11. Property Tax Statement. A copy of the prior year's property tax statement for all property to be annexed. X 12. Annexation Assessment and Impact Report. For areas of ten (10) or more acres a report conforms to C.R.S. § 31-12-108.5, assessing impacts of the proposed annexation on existing services and facilities and detailing the need for expansion of those services accommodate the development proposed for the property being annexed. The narratives more paragraphs in length, and adequate to fully explain the needs, concepts and proposed each of the issues outlined in Section 16-8-60(b)(8) and (12) of the Code. is required that the community and and facilities to shall be one or solutions for X 13. Consistency with the Town Comprehensive Plan. The applicant is required to provide a narrative response related to the conformance of the project to the goals identified in the Comprehensive Plan. X 14. Zoning of Property to Be Annexed. The petitioner must submit a completed Zoning Application form, provide a Zoning Map for the property, a zoning amendment map amending the official zoning map and pay the application and recording fees. X I hereby indicated and 15. A draft Annexation Agreement. Staff will provide boilerplate agreement. Applicant Certification certify that the pre -application meeting occurred (in -person or remotely) on (or around) the date and that Town staff provided information regarding application submittal and the review approval process. Applicant Signature: Date: Town of Mead 1441 Third Street I Mead, Colorado 80542 I (970) 535-4477 I www.townofmead.org Community Development Planning and Zoning PRE -APPLICATION FORM Date of Pre -application meeting: Project Name: Applicant/Contact Person: Project Location: Project Description: Fee: $750 - $1,000 Deposit: $5,000 Total Due: $5,750 - $6,000 For more information, please refer to the Mead Land Use Code, here: https://library.municode.com/co/mead/codes/municipal_code?nodeld=CD_CH 16LAUSCO Application Submittal Instructions The submit Town is moving towards an your application package. a. The deadline for application b. Use this link; Electronic all -digital plan review system. submittal is every Monday Submittals to create a submittal Please follow the directions below to at 12:00pm. folder on the Town's SharePoint submittal folder to upload. and supplemental documents) to Water District 56 Site. Drag and drop application materials into newly created c. Mail printed copies of plans (excluding any reports, studies the following: JVA Incorporated Little Thompson Attn: Ken Clifford Attn: Amber Kauffman 1319 Spruce Street 835 E. State Highway Boulder, CO 80302 Berthoud, CO 80513 Zoning Amendment Technical Criteria — Submittal Checklist X 1. Legal descriptions — provided in Word document X 2. Land Use Application Form. https://www.townofinead. org/sites/default/files/fileattachments/planning_amp_zoning/page/ 51096/land use application.pdf X 3. Technical criteria form (This document). X 4. Agreement for payment. https://www.townofinead.org/sites/default/files/fileattachments/planning_amp_zoning/page/ 51096/agreement_for_payment of review expenses.pdf X 5. Fee and deposit. https://www.townofinead.org/sites/default/files/fileattachments/ordinance/51085/reso_58-r- 2017 fees and deposits under land use code.pdf Town of Mead 1441 Third Street I Mead, Colorado 80542 I (970) 535-4477 I www.townofmead.org Community Development Planning and Zoning X 6. Title Commitment. The title commitment must be current and dated no more than thirty (30) days from the date of preliminary plat application submittal. X 7. Surrounding and Interested Property Ownership Report - Provide current list (< 30 days old) of the names and addresses of the surrounding property owners (within 300 feet of property), mineral estate owners and ditch companies. X 8. An affidavit certifying the names and addresses of all mineral and subsurface right owners. X 9. Zoning Map — twenty-four (24) inches by thirty-six (36) inches and provide information outlined in Land Use Code Section 16-3-160 (Step 2): https://library.municode.com/co/mead/codes/municipal_code?nodeld=CD_CH16LAUSCO ARTIIIZO S16-3-160AM. Plat shall also contain appropriate signature blocks: https://www.townofmead.org/engineering X 10. AutoCAD drawing file of the zoning map. X 11. For a zoning text change, a written description of the proposed change to the text of Article 3, Chapter 16 of the Mead Land Use Code: https://library.municode.com/co/mead/codes/municipal_code?nodeld=CD_CH 16LAUSCO ARTIIIZO X 12. A written statement describing the proposal and addressing project need, benefits, impacts, availability of utilities and consistency with the Comprehensive Plan. See Section 16-3-160 (Step 2) for more information: https://library.municode.com/co/mead/codes/municipal code?nodeld=CD CH16LAUSCO ARTIIIZ O S16-3-160AM. X I hereby indicated review 13. Other Information. Any other information as may be requested by the Town. Applicant Certification certify that the pre -application meeting occurred (in -person or remotely) on (or around) the date and that Town staff provided information regarding application submittal and the and approval process. Applicant Signature: Date: Town of Mead 1441 Third Street I Mead, Colorado 80542 I (970) 535-4477 I www.townofmead.org Town of Mead 441 Third Street P.O. Box 626 Mead, CO 80542 970-535-4477 www.townofmead.org AGREEMENT FOR PAYMENT OF REVIEW' AND DEVELOPMEN'F EXPENSES INCURRED In THE TOWN THIS AGREEMENT, is made and entered into by and between the TOWN OF MEAD, COLORADO, a municipal corporation of the State of Colorado, hereinafter referred to as "the Town," and BENSON FARM LLC, a Colorado limited liability company, hereinafter referred to as "the Owner/Developer" (together, "the Parties"). This Agreement shall be effective as of the date of mutual execution of this Agreement by the Parties (the "Effective Date"). WITNESSETH: WHEREAS, the Owner/Developer owns certain property situated in the County of Weld, State of Colorado, and generally described as follows, to -wit: LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 AMRE-1811, BEING A PART OF THE SW 1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TN P.M., WELD COUNTY, COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862592; together with SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, EXCEPT DEEDED ROADS WHEREAS, the development process includes 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 annexation, rezoning and PUD approval ; 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; Agreement for Payment of Review Expenses Page 1 of 4 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. Commencing on the Effective Date, 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 on and after the Effective Date in processing the Owner/Developer's request, throughout the development process until final completion of the 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 the 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. In the event that the cash deposit drops below one half of the required deposit, the Owner/Developer shall replenish the cash deposit to its full amount. 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, or 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. Following termination of the Application, the Town shall promptly return any remaining deposit of monies collected from Owner/Developer to Owner/Developer. Agreement for Payment of Review Expenses Page 2 of 4 5. COLLECTION OF FEES AND COSTS. If the Owner/Developer fails to pay the fees or other amounts required herein when due, the Town shall provide written notice to Owner/Developer at the address set forth in the Owner/Developer's signature block below via U.S. Mail. If Owner/Developer fails to cure the non-payment of fees or other amounts due within thirty (30) days of the date of the Town's mailing of the notice, the Town may proceed to take those steps necessary and authorized by law to collect the fees due, including but not limited to, filing a lien against the property of the Owner/Developer. 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 ten percent (10%) per annum. 6. PERSONAL GUARANTY. In the event the Owner/Developer is a LLC, the Owner/Developer agrees that this is a personal guaranty by the Managing Member or Member(s) of the LLC for the payment of the review and other expenses incurred by the Town. 7. 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. 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: Add additional signature lines and notary certificates for each signature of Owner/Developer as maybe necessary) TOWN OF MEAD BY Helen Migchelbrink, Town Manager ATTEST: Town Clerk or Deputy Town Clerk [Owner/Developer signature page(s) follow] Agreement for Payment of Review Expenses Page 3 of 4 OWNER/DEVELOPER: BENSON FARM LLC, a Colorado limited liability company By: CLg. Name: (.,)Q , n .. A CA) cc) s Title: ADDRESS FOR NOTICE TO OWNER/DEVELOPER: Benson Farm LLC 168 Siesta Circle Evergreen, CO 80439 Cony to: Benson Farm LLC PO BOX 2583 Evergreen, CO 80437-2583 STATE OF COLORADO ) )ss. COUNTY OF { l,r 1 Cn2.C ) T e foregoing instru ent was ack owledged before me this day of c. , 2019, by A\;Calk 1�. \Orb& as j\)\atiN& c of BENSON F M LLC, a Colorado limited liability company. J My commission expires: deb 7 1.02.0 Witness my hand and official seal. \-) CiftirKSIY T HART NOTARY PUBUC STATE OF COLORADO NOTARY ID 20104005341 MY COMMISSION E 1ES FEBRUARY 9, 2020 Notary Public Agreement for Payment of Review Expenses Page 4 of 4 °MI WELD COUNTY • ONLINE MAPPING Selected Parcels Report Owner Account M0048802 M0048802 M0316594 R0026693 R0026693 R1025502 R1025502 R1025602 R1025702 R1025702 R4561206 R4693707 R4763586 R4765086 R4765486 R4798107 R8949981 BODA HEATHER TENAE DAVIDSON ERIK MARK WAGNER CHRISTOPHER JR BODA SHERRILYN S BODA ARLO E SNYDER JOHN T SNYDER TERRI L BENSON FARMS LIMITED LIABILITY CO BARNES BILL BARNES KELLIE BENSON FARMS LTD LIABILITY CO BAREFOOT LLC SEKICH PROPERTIES LLC FARMLAND RESERVE INC SEKICH PROPERTIES LLC DOUTHIT LONGMONT LLC 13-32 DEVELOPMENT LLC Report generated: 5/10/2019 11:07:28 AM Physical Address 5268 HIGHWAY 66 MEAD 5268 HIGHWAY 66 MEAD 4587 HIGHWAY 66 WELD 5268 HIGHWAY 66 MEAD 5268 HIGHWAY 66 MEAD 5499 HIGHWAY 66 WELD 5499 HIGHWAY 66 WELD 14013 COUNTY ROAD 11 WELD 14013 COUNTY ROAD 11 WELD 4587 HIGHWAY 66 WELD 14221 COUNTY ROAD 13 WELD 4886 HIGHWAY 66 MEAD This map is a user generated static output from the Weld County Property Portal mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. Page 1 of 2 Account Owner Physical Address R8951853 13-32 DEVELOPMENT LLC R8954022 RAM LAND CO LLC R8954534 BAREFOOT LLC 16 Unique Accounts 20 Owners This map is a user generated static output from the Weld County Property Portal mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. Page 2 of 2 Account Parcel R4763586 120723000033 M0316594 120723400029 R4561206 120723400029 R1025502 120724000003 R1025502 120724000003 R1025602 120724000004 R1025702 120724000009 R1025702 120724000009 R4765086 120724000013 R4765486 120724000022 R8949981 120724100046 R8954022 120724200025 R8951853 120724400021 M0048802 120725000022 M0048802 120725000022 R0026693 120725000022 R0026693 120725000022 R4693707 120725200026 R8954534 120725200039 R4798107 120726100019 Owner SEKICH PROPERTIES LLC WAGNER CHRISTOPHER JR BENSON FARMS LTD LIABILITY CO SNYDER JOHN T SNYDER TERRI L BENSON FARMS LIMITED LIABILITY CO BARNES KELLIE BARNES BILL FARMLAND RESERVE INC SEKICH PROPERTIES LLC 13-32 DEVELOPMENT LLC RAM LAND CO LLC 13-32 DEVELOPMENT LLC BODA HEATHER TENAE DAVIDSON ERIK MARK BODA SHERRILYN S BODA ARLO E BAREFOOT LLC BAREFOOT LLC DOUTHIT LONGMONT LLC Mail Address 1 6790 COUNTY ROAD 32 13600 COUNTY ROAD 11 530 HOLYOKE CT 5499 STATE HIGHWAY 66 C/O BILL WOODS 14013 COUNTY ROAD 11 6769 COUNTY ROAD 32 1351 RED ASH LN 103 BLUE HERON CT 1351 RED ASH LN 5268 STATE HIGHWAY 66 6465 GREENWOOD PLAZA BLVD STE 700 6465 GREENWOOD PLAZA BLVD STE 700 4886 STATE HIGHWAY 66 Mail Address 2 Mail City State Mail Zipcode PLATTEVILLE CO 806519000 LONGMONT CO 805049656 FORT COLLINS CO 805257022 LONGMONT CO 805049616 530 HOLYOKE ST FORT COLLINS CO 805257022 LONGMONT CO 805049627 PO BOX 511196 SALT LAKE CITY UT 841511196 PLATTEVILLE CO 806519000 BOULDER CO 803039547 MEAD CO 805428803 BOULDER CO 803039547 5268 STATE HIGHWAY 66 LONGMONT CO 805049615 LONGMONT CO 805049615 CENTENNIAL CO 801117103 CENTENNIAL CO 801117103 LONGMONT CO 805049613 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 5/10/2019 10:18:11 AM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 Feet of Parcel # 120723400029 Account Parcel Owner Mailing Address R4763586 120723000033 SEKICH PROPERTIES LLC 6790 COUNTY ROAD 32 PLATTEVILLE, CO 806519000 R4764386 120723001007 OSBORNE PARTNERSHIP PO BOX 606 JOHNSTOWN, CO 805340606 R0207887 120723001010 STATE DEPT OF HIGHWAYS C/O DIV OF HWYS - STATE OF COLO 4201 E ARKANSAS AVE DENVER, CO 802223406 R4764786 120723001011 BREWER J W TIRE CO INC BOC PROPERTY TAX DEPT 200 4TH AVE S STE 100 NASHVILLE, TN 372012256 R0207987 120723001014 BROWN JACK A & PHYLLIS A FAMILY TRUST R0207987 120723001014 SNYDER CHERIE TRUSTEE R0207987 120723001014 SYNDER BRUCE TRUSTEE R0207987 120723001014 SOUTHERN JACQUELINE ANN TRUSTEE 2547 S ROCKING HORSE LN FLAGSTAFF, AZ 860012987 R0089590 120723001022 SEWCZAK KERRY K REVOCABLE TRUST 247 SPRINGHILL LN BERTHOUD, CO 805138102 Parcels: 30 Owner Records: 34 Page 1 of 5 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 5/10/2019 10:18:11 AM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 Feet of Parcel # 120723400029 Account Parcel Owner Mailing Address R0093993 120723001028 MACK REAL ESTATE LLC 772 WHALERS WAY STE 200 FORT COLLINS, CO 805257583 R0208287 120723202010 LN REAL ESTATE LLC C/O THOMSON REUTERS PO BOX 460069 HOUSTON, TX 770568069 R8372200 120723202015 LN REAL ESTATE LLC C/O THOMSON REUTERS PO BOX 460069 HOUSTON, TX 770568069 R6784549 120723301008 MWD INVESTMENTS LLC 7901 SHAFFER PKWY LITTLETON, CO 801273734 R6778046 120723306001 SNH LLC 4462 HILLTOP RD LONGMONT, CO 80504 R6778047 120723306002 HILLTOP ROAD PROPERTIES LLC 4462 HILLTOP RD LONGMONT, CO 805049681 R8940984 120723309001 INDUSTRIAL CONCRETE SERVICES INC 4462 HILLTOP RD LONGMONT, CO 805049681 R8940985 120723309002 TOTAL CONCRETE SERVICES INC 4462 HILLTOP RD LONGMONT, CO 805049681 R4561106 120723400028 DEPARTMENT OF TRANSPORTATION STATE OF COLORADO 2829 W HOWARD PL DENVER, CO 802042305 Parcels: 30 Owner Records: 34 Page 2 of 5 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 5/10/2019 10:18:11 AM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 Feet of Parcel # 120723400029 Account Parcel Owner Mailing Address R4561206 120723400029 BENSON FARMS LTD LIABILITY CO 530 HOLYOKE CT FORT COLLINS, CO 805257022 M0316594 120723400029 WAGNER CHRISTOPHER JR 13600 COUNTY ROAD 11 LONGMONT, CO 805049656 R1025602 120724000004 BENSON FARMS LIMITED LIABILITY CO C/O BILL WOODS 530 HOLYOKE ST FORT COLLINS, CO 805257022 R1025702 120724000009 BARNES KELLIE R1025702 120724000009 BARNES BILL 14013 COUNTY ROAD 11 LONGMONT, CO 805049627 R4765486 120724000022 SEKICH PROPERTIES LLC 6769 COUNTY ROAD 32 PLATTEVILLE, CO 806519000 R8954022 120724200025 RAM LAND CO LLC 103 BLUE HERON CT MEAD, CO 805428803 R4693707 120725200026 BAREFOOT LLC 6465 GREENWOOD PLAZA BLVD STE 700 CENTENNIAL, CO 801117103 R4420006 120726100011 DEPARTMENT OF TRANSPORTATION STATE OF COLORADO 2829 W HOWARD PL DENVER, CO 802042305 Parcels: 30 Owner Records: 34 Page 3 of 5 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 5/10/2019 10:18:11 AM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned try the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 Feet of Parcel # 120723400029 Account Parcel Owner Mailing Address R4798007 120726100017 MEAD TOWN OF P O BOX 626 MEAD, CO 805420626 R4798107 120726100019 DOUTHIT LONGMONT LLC 4886 STATE HIGHWAY 66 LONGMONT, CO 805049613 R4419806 120726200013 DEPARTMENT OF TRANSPORTATION STATE OF COLORADO 2829 W HOWARD PL DENVER, CO 802042305 R4790007 120726200017 MEAD TOWN OF 441 3RD ST PO BOX 626 MEAD, CO 805420626 R4790107 120726200018 EMME ENTERPRISES LLC 247 SPRINGHILL LN BERTHOUD, CO 805138102 R6791497 120726201008 SECO MANAGEMENT CO LLC PO BOX 443 MEAD, CO 805420443 R6791597 120726201009 SECO MANAGEMENT CO LLC PO BOX 443 MEAD, CO 805420443 Parcels: 30 Owner Records: 34 Page 4 of 5 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 5/10/2019 10:18:12 AM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Property Owners Within 500 Feet of Parcel # 120723400029 Parcels: 30 Owner Records: 34 Signature Date Page 5 of 5 AL TA/NSPS LAND TITLE SURVEY LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2ND AMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th P.M., COUNTY OF WELD, STATE OF COLORADO SHEET 1 OF 5 6 CEScj2IP"IOE - ECR Till CO)dMJ h1LNT. AARTEL S, 5 0 T VI TOEE015 EC EYLUPi1OU N0. 05,0]-20.] 81 AP REA 11. BEING A PP28 R TxA 5Mli VF YCIIM x1, IOYMSWP I xIXtm. x0, x , C9uu Ir OF WlLO, e� aOVNT�Y cq. aHAiw. PEp uM1P !&.c0x0E0 ,NRY J. xWl UrvgE,P xELEPnM PARLYD. e: 1 - i ODI 3. IB'5) BOOxJ1181�AT'PAaE 505, JJ,K & 2001 LtrDi'AEtgb x4. 11 b A4o PtaCF.t9 CP4441PJ M CEEP5 SEP'D,80i 29. 8009 VxwR EECTPnox No N2JF8E. CWxtt 0 WELD. SLATE OF CM.ORA04 SCFcDULF B 2 LIT. F EXCEPTION NOTOS, 5Ta »E6' ; 1w Au. 8-2 tau LrzD?TIOx9 ATM STJAT.0 i Nunn SURVEYOR NOTES I. THE AGGRESS OF THE 50.0.101 PROPERT, 5 NOT DSCLOSEC IN PUBLIC OSUMEN'S AND WA5 NO' OBSERVED WHILE CONOUCTINO TH15 SURVEY (ALTO/NSPS TABLE -A j2) 2 THE ',ROPER, HAS BRECT ACCESS TO THE SOUTH BEING COLORADO STAR MIDIWA: 60 1. THE PROFERT6 SLOCATED 511HIN FLOOD HAZARD AREAS HAVING 20NE DESASARON 'A' 86 THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA/, ON F.000 INSURANCE RATE MAP TFIRM) PANEL 0812306B0, EFFECTIVE ✓ANUARY 20 0016 ZONE 'X' IS RETIRED AS BERN 'AREAS OUTSIDE THE 020 ANNUAL CHANCE FL00DPLA.N' TALTA,NSPE 'ABLE A j0) THE GROSS LAND AREA Cf PARCEL A IS 6,202.328 SQUARE PEE' (142.386 ACRES). MORE OR LESS, DIE SHOES LAND AREA OF PARCEL R IS 8,828.555 SQUARE FEET (152171 ACRES), MORE OR LESS AND THE 101550D TOTAL 'IF PARCELS A M B ≤ 12.830.863 SQUARE FEET (201 557 ACRES), MORE OR LESS. (ALTO/NSPS TABLE A µ) A. THE CONTOURS AND ELEVATIONS ARE BASED UPON AERIAL PHOTOGRAPHY TAKEN JUNE 14, 201) THE 119110AL SURVEY DATUM IS LASED UPON NOS SURVEY HUINI KNOWN AS PRATT BEING A A 1/1' GRASS LAP IN JONCRE IE 000101. A PUBLISHED ELEVATION OF 4953.5, FEE' INAPO 88) LEE SHEET 3 FOR L AVATON C0 MONUMENT SUBSTANTIAL 'EAIJH.S OBSERVED TI INk GROCe SS MIAMI CMG R86 SURMA' Alit SHOWN ON NH[ 4 (ALTA,NSPS TABLE -A /BI F OM T IMPROVEMENTS AND LDIIDES WHICH WERE VISOLL A00.1 GROUND AT '00 RAE O 510 SURA T AND THROUGH A NORMAL SEARCH OF THE PROPERTY ARE SHOWN ON FIRS STRAY ;ALTA/A1SPS -ABLE A 531) 8 ATIJOININU PROPERTY OWNERSHIPS ARE NOTED ON SHECI 5 PER 'ME OSLO COUNTY ASSESSOR RELATJS (ALTA/05PS TABLE A BLS) 9 N0 RECENT EARTH MOVING WOW WAS OBSERVED WH1LE CONOUCTNG Tn,5 SURVEI NO BUDil,00 0055 40 GOY, OR ELILONL ADDIT:CNS WERE OBSERVED IN `01 PROCESS OF CONDUCDNL 'HIS SURVEY (AL'A/NSPS (ABLE. A j10) IS THERE ARE NO ENCROACHMENTS UNTO 0.0000000 PREMISES, STREETS OR ALLEYS BI ANT BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS LOCATED ON THE PROPERTY. AND NO ENCROACHMENTS ONTO THE PROPERTY BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISES EXCEPT AS SHOWN HEREON 11 NOTICE. ACCORONO 10 COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTON BASED UPON ANT DEFECT IN THIS SERVER WITHIN THIS SUTHREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTON BASED UPON ANY DEFECT P1 BE COMMENCED MORE THAN TEN YEARS ROW 'HE KATE Al 'NE CERTIFICATION SHOWN HEREON 12 T PERSON WHO KNOWINGLY REMO SS, ALTERS OR DEFACES ANT AJD.5C .AND SURVER MONUMENT OR LAND BOUNDARY M0ENMLNI UR ACLLSSO1Y, COMM!, A 01 .8 TWO (2) MISOEMEAR5T WRSUANI '0 STAIN .,TA'JIE 18.0 .580 0.05 'S THIS RAVE, DOES NOT CONSPILIE A TITLE SEARCH B' CVL CONSULTANT OF C&JHADU NC 16 00 -ERMINE OWNERSHIP OR PASAMELIS OOORECORD Fat ORDNAOO AE- HI �RMATIN R 0000,5Gf EASEMENTS. GNIS-0 -WAY. AND TI'.6 O RECORD. 04'1 c x 11 ORDER NJ AHP251489S8 10110 MA' 04. ET ETA, WAN PREPARED 10H Nit ENCLISIVI USE Al NE PERSON(6, OR ENOTTSI NAMED IN lilt CIOIRICAR 0EREON SAID CER'IRI,ATE DOES NOT EXTEND TOANY UNNAMED PERSONS) OR ENTITY(S) 'YAINOUT AN LOITERS NECEROFICATION BA THE 511805 TOO AAM,NO 'AI:1 PERSON(S) OR 107110(5) 10. THE LME4 JMI USED 111E PREPARADUN O RLS PRA?IS THE U.S SURVEY FOOT OS CEFlNEB BT TOE UNI ED STATES DEPAX INENI Uf .XIMMI HO[, t4ADONA. WSR'U 14 UI' ANUARUG ANU IEOiNUI ItOv IA SUNLS OF BEATINGS BEARINGS STY BASED ON IRE SOUTH LINE Gf IRE SOUTHWEST VJAR1ER O lEA 0', 24, FDVmS.IP 3 NORM EANUI 68 O SI, ID Nu MITNLMENTEO AS 0.060 UN S 110' 5, .10050 AN ASSUMED UI AR1N0 OF BOOTH 59'4410" WEST GATE OF F,ELA 01080 JANE TO ,ROUGH NNE 2], 201, VICINITY MAP PROPERTY LOCATION OA 1 L �UiiVt YOM'S • ,)FRiIT)CAIE _ ---- -_ TO BRADBURY PROPERTIES, INC. AND STEPHANIE M STEWART: 10 BENSON FARMS LIMITED UABIOTT COMPANY. A COLORADO LIMITED UABIMTY COMPANY. AND TO LAND TITLE GUARANTEE COMPOST. THIS IS TO CERRFY TRA1 THIS MAP OR PLAT AND THE 5URVEr ON WHICH IT IS BASED WERE MADE IN ACCORDANCE MITI THE 2015 MINIMUM hTANDA00 DEIA,L REQUIREMENTS FOR A.IA/NSFS ,AND DILL SCRAP'S, JOINTLY ESIAHLISHED AND ADOP'EL BY A11A AND NSPS. AND INCLUDES 1:0205 1. 2, N. a 5, 8. 11. 13, 10 AND 20 OF TABLE THEREOF THE FIELD WORK WA5 COMPLETED Oh JUNE 23. 201] 0011. O PEA' UN MAP: JULY 0 201/ .rOpu Pf g.` WLLLIAM F. FIESSEL0000. JR. PIS NO 25369 OR AND O1 810011 DE D CON, TANia COtuRADO. NIL AS SHOWN NONE OFY 500240 E1004066. FAA 1(/0)4@ 0328 (000)0808088 DRAWN BY M1P CHECHEOBT WFH COTE D ROUT IRA Dam FIEND 8130283601 SHEET NO 1 ALTA/NSPS LAND TITLE SURVEY LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2ND AMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th P.M., COUNTY OF WELD, STATE OF COLORADO SHEET 2 OF 5 SCHEDULE 9-2. TITLE EXCEPTION NOTES:. CE THE VILE COMMITMENT NOM MEM. DIE FOLLOWING Sq.). 17-2 EXCEPRONS ARE NOM) YAM 00UMNIS MT ADDRESSED pr 0) GHTIO Or M 15107PRELBS5100�IETOR OF 00`00 00 05000„,10 0040 0 0 EXINTERSECa T 01011Hcl01* AFFOMP RARE UNITED eTATES PATENT REM.. c tq noraOnAelE MaY 04 100.5 �N BOOK 30 0 MRS. 000 1 0 v CONDIRONS. PRMISIONS. 81150.5 COLIOATIONS01:0 EA0000is 05 TO RIGHT or WAY TER COUNTY ROADS ]0 F., W.DE. As MT FORM m .W rOPwAY.OMv°iP;OM1w" REmcerurlcw5rlNes°"sN�`0560MYI"NO"m�RKr+v°Buuie"a"w�xv'siiolw a) 0000000000110 6Y OAL O E 0! 100111 RAILROAD AIL RO NE e OMER BMW. T PROPERTY, (2) ME EXCIGG05 RI001 TO PROSPECT FM MBE AND PWCp OIL. [COAL MD 01NER M.A. ,sou (3) DIE R""1 BF MORE. iNAIEGRESS 0j c FDIC 0114E 0x0 10000$ M COAL AND OM ER 000 0110Ca44s 00T TO LM IN PR`i FORM or TNUWON OR METHOD Or"OPERORanOOIe M SAID RAILROAD.A M 0040"li"RECO ED FEII IARY f01 ISaGR N e IN GO AT an BI. MATO,. DEED 14 uNQUNUER PECEP11M0 010. RF sA« 0010 i ,.. OEEn P[COFDNpECEMREA I)"�s50 CONTAINED 1X0[01000 NO. 905TxO, 400 REuxmux5iwENi 0110 W1T00u REaB4D 2.IMUMY >. 3009 5ESpON ei.1:,nuc EO.1", k 1n1U947. M[1i"rtW sA1., 0SCB5, BURDENS .0 OBLIGATORS AS 4T FORM Ix WASTE WAY AGREEMENT RECORDED AUGUST Ds. MI7 UNDER A NAM S01ERr10 00150 (7,15 n, 00X0005 1001001100S 0000 0ASEML0I0 AS TO ROAD 010 07. RANT 010010 AS SET FORM r.x0 IN WARRANTY 2) e E ANO ALL 100109 Of 01F OTCN CONPANiES R. N.) I5 OGRES 1.1-110M TRAVE.R. BIIB.ECT PROPERTY OR IS OESCRBED AS a BOUNDARY OF SJEJEC51.pCn0ND BIT NOT UN fla, 10 OIIC. MACE INTENANMONIS DI IABAIR. MO% AR. MF DI ES Asp ea05ED BYETRUNNIS "=,Z13O 0x00 RECE"Pna No, 0903099 JGxE ]D. 2010 uNOER X0[01056 010 3x6fi9ss MO APXn 9. zW, oNDW RI:4Pnm vD nno OEAIC�OBM05P I0tava 001BOI70.020 u1W 0. WT. seC AweEx00Ers0.E84.60,1.tiT11,1 NAT 4r )Ot1M VGGBAx TED In WIT . t5AM OLEO 5) 15000, 00001005, P0w50 009 50YN5, 19]0101 BOOK 000 000111110010101011100155.010.40 N a001L lnta 10110 1010001£ 500A0 000001 Os"01 X00) nzops,00 0400.5100EOR'>. BURY G25 09 40B000.an1005 00 T FOPenn.0Ew PennTO 00X0000 CO0.CRA00 WA1E0 0 0020M 10.[. CY 05 0 14) TERM; CONDITION; PROUNDN1, BURDENS. OB004000 AND EasEUEN10 AS .T FCRTA AND GRANTED IN RIO. 01 WAY COM£YA0CE RECORDED 111 A AivPMcuutNT°a NoITZ.TNr°`i EAVLIZ lican EB o oiEAINEie a ?. xoiiD,"TZ, •ReaDEvnnn"D o"a e'vi wD. IL0 TERNS, BREIMONS. PROGSONS, BURDENS .0 CRBIGATIONS . TO RESERVAGONS SET FORM iN 0..4 DEM PEGNIOGT NAY 1959 IN BOOK 1531 A' PAPE 20, 10) TEea 5, 0 05100 0 11 00110x0 00500x9 000 OBLIGATIONS As MT romp IN APPUCAn0A5 MR 0,55 0 ALLOTMENT 00NTR4000 00005 0 .00140 1g 19 111 P :550 " '10;11 cEuaz1 s, ,990 191 "0015 °mnD" no 2056 SEPT.. 20, 2002 X02 TINDERRE.1I.4 1,D".'se9i°is' A AUMIST 22, 2011 UNDER CEPna "D 3)al]Ic X0510011 xD'islel]9. 0)10000,0 )51000, NNe5 m; SUNDERS. 001100110140 AND EA... AS 4T TORN AND MANED IN ONEEMENT RECO.. APRIL OB. Ie00 ,5) 1,L AND OAS LEA. MOM. A FRANK *00x50000 T. S. PACE, x5001010 000 IA 1010 MOM RE1021ON 00. 1549.36 000 001100001 D 000KFT:E:t w PRDD II RECOROA MAT 24, ,9x0 THE RECPTION 110. 1580090 0NY II? AA T'rtgs TNTER OR INTERESTS P X015 n IHEERPRESmT aW1ERswP OF MR 1E.45mao cPuim er s5D 1004 Mn OMER uwT1EXs Alrecnxc ,HE Ixlmmr w ME CESa 18009 AND DAS 10051 4100001 001000 Pa000 000.0000 0001.0100 AND PM AMERICA' PE ROEuo CORPORATION. RECORD. DECEMBER 20, 1010 CREATED RECEPTOR SAID SEA4NO 3AND .91.61 AND HAi'll 5 As9Wu[xTsxE[R "EST Oi TIE"E1EEs6i MERxOi 5xoWN N1E'R" Ni OWNERS. OF ME IEn5FR0.D 11�E TO ME WA. WITS AND wbGATION R1.20 A WAY AS 4T FORM w WARRTA RECERIED BEY 1S75 MCEPTION NO. 166097. INDOCAPIOID RECWOEp,.WLY 22.4 0001 RECEPTION IN DS o 6 0000 AND OR N10 AS SET FM ANO 000110 IN 01001 05. WAY EASEMENT M0E D 0007 920 -NO7 PUMAS.. ,F) TERMp p 0050181£ µ00A015, 011 E 6019B�S I�IHOW0 E 0000 FORa"20s0J IICE 0 I:E2rERK 04400*R00 O ARU 000000 01 001001000 AFFWFBPARCELBA40•.1PC G.. 00) 00015,00001 051 PRBVIs1000, BURDENS AND BBU000000 AS SET 00070 B cw1uure1100010 000E.MEN. RECORD. )0090.021 011 1001 0x001 SCHEDULE, B-2 TITLE EXCEPTION NOTES,(CONT'Q). zl)E�n4,5, 1211 s. Px0a9ws, 0000560.6 AND roueAlwxa As WI FOR. al SWAGE OWNEWS AGREEMENT RECORDED WEST 0], is8r 401056 11x) 00556 0010 1000000 500100110100. 0OSDNA5000 005 x0100 CN 111E *101 0 71 05010 51000711/ 00 "EWEnEu NO. 7772202ERe07 I7. I95p UxOEx Ctr+RUN Np. x214Ub, Au0 WxxECIEa ucpxpEa EXEMPaOx RE4 DEu xpu[MeER 211, �G00 UNCmEIx 5 eruwE'z riaE.ravas wna^wnvmo w>eau ufaso,wow?... sgsnaxam..A0Nm1w seeow..s.:M,.« SCHEDULE 9-2 TITI E EXCEPTION NOTES; ICONT'0) .50 DCEa OF MUST DAT. MAYWAR E - ES MUSEEE OF ME mac w COLORADO BARNES NN (DOTED or�COMPANY 199 E ',Luc RE ME 5500a'�".m ANS ANY FOR ME OMEPS. OF uDIDEENrz TD DEW Cr ma5TA"PEWO.. NOVEu9ER , 2009 UN1BR RECEPTION xu 56584,1 AND IMIMR , UN . RE Tau NO ups sEP za, 2D s u D E0 LI0TIFIR52I}D1ENRN1; RBSMIC*00. X00000011519 AND 0010 ON ME 0L1A/0050 LA. 011E 0110CT RECORDED 00A1 17. 2002 v ) TER ; CenUIlluxa ElON6, 0VN0m0 AND OB151nENs AS 4T FORM N NONCE DONCGRNINO UNDERGROUND FAORmES Or (INFER PCNER, 00))00 0000 51 1OR Natr¢arl100 OF SURFACE DEVELOPMENT 00 00000100 Dr 105110 0111000X090 MAY 20, 2002 90000 R000011o0 00, 2a%21]. NOVI flE40Dm 1001000x00 1. 1991 N. RECEPTION N0. 2238.298. 00000E 1001200410.Mta0nA0E 0)1E.M5i,101 14005' P0000005, 21 2043 110 ,ors 0000 00 510501,0 IN ,01500000000110000 0-10 014 0110 REGARDING SANE.11W PAY. 0001000 J0200,""i901P040000004,00000,0000003005100000)0007500 10 ACCESS BA500T SET FORT, AND MANED IN WIT CLAIM DEED APP.14000Bs0 As NOTa0110NE _CEPnca xp. B]0 0001NOT APFEB10 0001RDPER1v.0000010 .00070210004010.000E-10050unCAMRn AR) ANv 140, UEIl, fEE OR 0950950011E NY PEA01 OF 010 000 of s40.E07 PRCPERtt w 1X0 FREDERICK a 00000000000 0101500 x0. 4, 45 z5 TETLu£ 0ON010NR P00110ONs� 00000. 0000nM10 MID EASEMENTS As SET FORM 000 000010 LN 0011 Or WAY AGREEMENT RECORDED RE :B xpoa u.NDER PWEPnp1 115 xisx5r RECEPIION 2280725. A5) 00400010*. 10005 0r. CO0 nnp i•5 ,B 51010005. RESEx*Anal0 ANO Torts ON 101E .0NEw.n0 MAPS MOVED AUGUST 29, 1000 UNDER AFFECTSPANGELL R.As.9000+uALIGIII,A=BNI'MADw]ObMIavESOFaBUDTPROPmm 00 IENMT 010000005, 0000E MIRDEN0 010 0010011000 AS SET 10001 w 0000001000 OF 4000000 AGREEMENT 000ROE0 SEPTEMBER IS 00) 000 1 S.,,,I 051005, 0u"050ORy, 0000A*ON5 AND 1.40.10 A5 SET F0L1H AND GRANTED IN WENT 5F 'NAT AGREEMENT RECUR00 NKcTSPAR .LA AsmY 0 xwgO v 2) 001000 ,, COROMM£ 8005115015, 05170010031£ 01D. 001000000 ANA TOTES Oh THE P10i CPSfu0000 EKES 1000x0 4- -0 RRCVTWI 010. x01 OREHOOD C.U707.0awON 1ROi020-i zno0'MRE-10NARECORRDED .utv 3. 200 UNDER xECEPi101N+ No 1¢]%0, P FE-Oce02MgRECOR0I,56E µnON'�IgOlp f-OMyAy 12e5znGoa U�xoEHGUREvcEPtu�w 1xoN0][ • 20r"' NO 2x52S5a An0 crnRECIY.O AMFNnm REIXNBED 00) 0X00 OO ', 05DYAMN� 010FNAK15, 0E0101Cn1e1; RESTN005Uxs AND 04100 05 100 LAND SURVEY PLA1 RECORDED SUMO. O2, 1003 071000 ]I)Ort0M hu0p0000000S. 00000115, 0001 xD000. x415 19 n 00 041 iMM AND GRANTED RI TEMPORARY wrsl0000EASEMENT1EASEMENT9 32) TERME 000011040. PROVISIONS.000000£ 001001005axp EASEMENTS AS SET P.m AND [000100 0 00*001Exi 0000 10021000 SEP1S0OfR 25 1505 UNDER ...PITON NO. 2.520 MVP" PbrAEL A•AS MOM 04) 1 000, 00000 0 1 110 0 ,�N0T2a.00 00000 Eq 00200011 0 0001 0,15000005 OS 41 FORM 5D "00 w "9'1 AND 0017 OF 001 ,zt.wgzr,znnz,,:atSAS 4T FORM Arm GRANTED IN EASEMENT 400 NAM Cr WAY 35) 0L AND CAS LEASE REC0004 0 MAY 20 ,NM 0E 001EN RECEPTION ;a0014 e), 0 MFD 0T 0 PROD ¢ , 2001000 VHFRMRE0EPSON No. Tza„ 10[1 ,TAT -47 PFNSECI,f1 TI[ iN xi"REnE p, °MR5B�EREs1 ME La al 00[1010 r Dw1RR0NIP' IH AFFECTS 100000 e. NO.45ETw. T E 60QE F1E MDT SHOYM HEREIN. OH as11TERMS, Iz"N001 200a 0111'xP1""uaNS, BU0000S,zW:�l00npN0 As 00 51101 N 0100 of BL ANO GAS INTERESTS AND SURFACE 14 REC0RD.OPE= PAMELA .A9 MOM ]00)) 11510£ 00001000, 010100000, BURDENS AND 000S/MONS A5 SET FORM IN AMBIENT RECORDED APRIL DS. 2001 L0000 RECEPTION NO. 00) re E II. ROOT 071 PC¢P0SINON S,, 0UURR0055000 W0005ON0 AS SET FORM IN NOTICE OF OE 0Nn GAS 01000015 AND 5MRF001 050 RECORD. 30)0 ER B0 . DIADEM) TM 0000 010 0. AND EAS5ELI115 00 ST FMIM AND WANTED B 003EUENr 000 RIGHT 00 WAY 885OB 00)) 100 00000,, 4900.0 AND 001001/000 00 0E( FORM M REQUEST FOR 000000". 0 RECORD. OCTOBER T5, 2001 LINGER 0i) 10:56565, o OSOMIg PROBS..,BIR.N5 ARO 00000000x5 A5 .SET FORM M REQUEST FOR 001101050001 RECORDED OCTOBER 15, 2001 UNDER TSP .20005"Msn `°"Ds 0000 000 n urePT a1ERNo.11 s iZNs AND 0000560110 AS 10 101E SWE1 MATTERS 4T FORM IN SPECIAL 180071727.DEED 1])EDeTEPROVISIONS. BURDENS MD O0Bn0Uw0 AS SET FCNER IN SURFACE USE AGREEMENT RECORDED MAY 15, 2002 UNE. 4. SPOIPM 4Arc) 100, 0001 0 000 05, ENS 0x0 000000wls As SET FORTH ," B5*ER RECD.. 00040 n, 2005 WEN RECEPTION No 0070500 W000, 1 1 40s, 0000 0 1,11110BLwa0MGM As SET IN 0000000 0 0 of A00ENI 50*GROm APR1 u, 5605 u"BER AF x0a 0inon0515 TI) 00000000,10 ei0on; 0000001 AND 009001,010 As SET 110RIn In 000000NDMu 00 0000000 0:::177 10001001 REcwofp uARg4 25, 2000 A1F.rsPumNSA aW.A..0100.YFIlw1.l.OuilOx5a5w1r5F000u•w0N SwnIEO5Rw«ro 50) "Aw5000500000 010 a51TDNs DDRExAnTs, 0001501005 RE41Npn5n5 AxD ports 511 ME 0010/Acsx LAND 0140 5011,0150000 D 00011 00. 2W) .00 0 ) 0 t B x 010, 011 4550, 0O"BEM£ 000CRANENWT055 AND EASEMENTS AS SET FORM AND CRANED IN N1 0 00VAN E ANT RECORDED 000451 11 b 000 TERMS. 014x0 00005 .04500000 NO 000 005010 A5 MI MTH IN NEWEST FOR NOME.. OE PENDING BURSA. 04000PM1:N1 55`000001, *051 0, 1151x00; 00x0005 000 wuc010NS AS SET FORM IN 005105 FOR NO1RC0000 (MINERAL ESTATE MINER) NECa0OFD BURP s. SA 840,1" PLOPPARE UNDER NECEPn00 010. ]5xfi2eB. sue) 7000 404010 4 0*OBv,0C9D BUM0LLR0 00 500 00ORu�5 DNS 5X200` r , IN 000000 RECORDED MARCH ICI, 2000 UNDER 10010000 N0. 3540490 ucaROW50".s11Tu1"aRtl115s?,NZ,,T,2,17LE L',"."1,1°x97 ccLc"AGo" Wes"" .480.07710.07701.5 DWI 111190»i05011v300,1.11 a "i"S0 NAIND. 3599939355. 00 000001000CH 8, TOG UNDER EF �no"N 040000 01000974 00001010 00 255, v1, 000 0040 ,21000 0000100 00) 110056£ cox £ 000)05000 5000005. oOUDAl1005 An0 004010015 A5 BT FB21,1 MO mOxTp 11, 01X0000 us 00000001 .560 0.W T cF WAY CRANE RECORDS° JILT 31, 2013 UNDER 00[010001 x0. 3y51oeB AnD AUFNOMENT PEEOmEp 00[0010 t0. 20100 EASEMENT Ec�iION xD. 3955620. INODEVAPPONSOPPASEM0NmmRIOmsn WAY, WI Rn5,S, ,C1r4ONs, F0000*00. WIDENS BOuwncas AND EASEl0xls AS MI 5057). AND 010000 IN GRANT is EASEMENT RECORDED MAY 13, AFPPO S10X560.AAR.AOT,wnANEImwrelr5AReu4Ec15:ei 01 08 UxOFA IR cNC '1Pav"0ua 30855 , 01J0An0Ns AND 0050050170 AS 4T PORN AND GRA410 IN 0011 0 W01 GRANT RECORDED .00x1 �. cm. y 6FW 1A7111 1013M3E n.. N T IW720.10ss !W Fax(T20NO2OW0 9.711 SCALE AS SHOWN OMWN SY SW 0,...,0 2 L CHECKED BY " FILE NO: 040 1F0NW0 005 000 ADP. DM513029960100TEMpLl010 AL TA/NSPS LAND TITLE SURVEY LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2ND AMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th P.M., COUNTY OF WELD, STATE OF COLORADO SHEET 3 OF 5 10, 4%"2;:4C:, I SE1/4 SEC 23 NO BUILDINGS P,wcE1 E SW1/4 SEC 24 NO BUILDINGS PARCEL 1.05' li 7se1y► . ,eu..� .anrev,. d L=318.96' 64403.l3' x3'39'36' GHB.S2283YW CH=318.91' r 'NIB„39'25"W -,.' i8. SEC 23/.1 ROW run u9r r4 w5,I _— _ _ 5B8'39'19'W 4951.34'_- <3. IsL B8'3B'23"E 6,4.02 2.r ii t'HI.Js �rtF ,vE. rrJ 1AlBPi)i �' ci b OWES SANER ISPC Wrz.C W. zNvwn:4 �/ sJ09 5235' S31'4201'W 39.90' 189.91' 4222428.4 10.42 ICRS 1=319.67 R=459.44' e.3951'47 CHB.543'31.34"4 CH=313.22 \'.43.83'=59641' .nox a a.rtr 394855'25• CHB=538'59'i2•W COEOM00.-9WrE'kn.80 _ - Alptf I .I 5 , ,**UPYGx 44.1.14111 e 1N68Eery bWM (120)011-062ScY / Erglewm],C9W60112 Y eF(120)011-0(120)01(120)011-062SFx MO) 4828646 MORN 05 SHEET NO AS SHOWN SUP CRECBES'S, N Ransom 4* 04 PPP' 445 8130298601 03 471604415 3 AL TA/NSPS LAND TITLE SURVEY LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2ND AMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th P.M., COUNTY OF WELD, STATE OF COLORADO SHEET 4 OF 5 Y., d vv . E• • •U.•UNN .t, r •0041 itEanr._ n.kb ..LL 1 •<4xt aEanR n 1 •2' A, Wn .R G.RC REbnk y RE[' Fin,HC _A•+ RC 3 eL PL ,,, ..n • iGF g''kE^4kw ..Y.aJ 1 200 U ///tYvry\� n 1e193 E. Dry C Sryte 2J. CA.`/' ...AACO EYIn V 4F id020)42-eAxe Fax (TN)DIKEIHE SCALE. OMNM BY HEM,. AS SHOWNF E CHECKED.. FILE NO. INFH lint,,. Date Inn ow 8130299601 OA''' 071092011 DETAIL "6" AL TA/NSPS LAND TITLE SURVEY A PORTION OF LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 AND A PORTION OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th P.M., TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO SHEET 5 OF 5 DETAIL DETAIL "A" DETAIL "C" DETAIL "F" DETAIL "D" ,NJFk:'.RI4I'NI, Eli: MI, OW • '' AGERSot NC Gin oP,..44 — h • AUER,. • A. +Sr. — I• APE,Nut.tpx 14.44. i4Nf _mt tlt h mf Al, 01tuft t Nt II x IµOE .M foirlst NOT TO SCALE r3 E. Sy N 2nN" LOI30112 TO. (720)4824528 ISOIXO2861e cvL10333 ca N.SWAN [V . SCALE AS SHOWN SAM Or OUP SHEET. 5 COSCKEt1SY: WM FILE NO e130299601 S130299601 No. nawe.w em VI.row. m. 00' OPTION TO PURCHASE AND RIGHT OF FIRST REFUSAL AGREEMENT THIS OPTION TO PURCHASE AND RIGHT OF FIRST REFUSAL AGREEMENT (the "Agreement") is granted on this 8`h day of May, 2002, by JOHN T. SNYDER and TERRI L. SNYDER, their heirs, successors and assigns (collectively, "Grantor"), to BENSON FARMS, A COLORADO LIMITED LIABILITY COMPANY, its successors and assigns ("Grantee"), the purpose of which is to provide the Grantee an option to purchase and a right of first refusal to acquire the property hereinafter described and otherwise set forth agreements between the parties (the "Rights"). RECITALS: Grantor is the fee simple owner of real property (the "Property") legally described in Exhibit A attached hereto and made a part of this Agreement, which consists of an exemption lot located in Weld County, Colorado, which contains approximately*:9- trees o� d and improvements. t Marion E. Barnes, as Trustee of the Frank Barnes Living Trust dated October 17, 1995 ("Barnes Trust") as Seller, and Grantee, as Buyer, entered into that certain Vacant Land/Farm and Ranch Contract to Buy Real Estate dated December 4, 2000, as amended, ("Contract"), for Grantee to acquire certain real property owned by the Barnes Trust which adjoins the Property. The Contract contains an express condition that Grantor grant the Rights regarding the Property to Grantee. Grantor and Grantee desire to memorialize in recordable form the grant of option to purchase and Rights regarding the Property. NOW, THEREFORE, for the reasons provided and for $10.00 and other good and valuable consideration given and received, the receipt and sufficiency of which are hereby acknowledged, Grantor and Grantee hereby covenant and agree as follows: 1. Right of First Refusal. Grantor hereby grants and conveys to Grantee a right of first refusal ("First Refusal") to acquire the Property on the same terms and conditions on which Grantor would sell, transfer, or convey any or all of the Property to a third party on the following terms and conditions: 1.1 Offer for Purchase. 1.1.1 If Grantor wants to sell, transfer or convey all or any portion of the Property other than to a Permitted Transferee (as defined below), the Grantor shall notify the Grantee and designate the purchase price and other terms and provisions applicable to the desired sale. For a period of 10 days after Grantor's notice of intention to sell, Grantor and Grantee shall negotiate in good faith to determine if a mutually agreeable purchase and sale agreement can be reached by Grantor and Grantee. If Grantor and Grantee fail to reach a mutually acceptable Purchase and Sale Agreement within said 10 day period, it shall be considered that the Grantor and Grantee have been unable to reach agreement, and Grantor shall be free to solicit other purchasers for the Property, subject to the First Refusal contained in paragraph 1.1.2 below. 1.1.2 Upon a bona fide offer being made which Grantor desires to accept, Grantor shall deliver written notice to Grantee of the terms and conditions of such proposed sale, including purchase price, the terms and conditions of payment therefor, and all other material terms and conditions of such proposed sale, including a copy of the written offer. Grantee shall then have a period of five (5) days following such written notice within which to accept and reject such offer. In the event Grantee delivers written notice of its acceptance of such offer to Grantor within said five (5) day period, the offer and acceptance shall be deemed to be a contract of purchase and sale and the transaction shall be closed on the same terms and conditions as the bona fide offer, subject to the provisions of this Agreement. The conveyance of the Property by Grantor to Grantee shall be by Special Warranty Deed conveying fee simple title to the Property and all improvements thereon, together with all water rights appurtenant to or used in connection with the Property, if any, free and clear of all liens and encumbrances except casements, rights -of -way and other documents of record. The closing shall take place on the date specified in the bona fide offer at a time and place reasonably determined to be mutually acceptable to Grantor and Grantee. Grantor and Grantee shall each pay their share of usual closing costs in accordance with customs for vacant land/farm and ranch real estate transactions in Colorado, including prorations of taxes through the date of closing. Grantor and Grantee shall be free to substitute a contract of purchase and sale for the Property if so mutually desired. An offer to lease the Property for any purpose other than farming for a period in excess of twenty four (24) months shall be considered an offer for sale, subject to Grantee's right of first refusal hereunder; except that the purchase price in such case shall be the fair market value of the Property or portion to be leased. Initially, Grantor and Grantee shall attempt to agree upon the fair market value of the Property or portion thereof arising from such proposed lease transaction. If Grantor and Grantee have not agreed upon such fair market value within fifteen (15) days after Grantor gives Grantee notice of such transaction giving rise to Grantee's right of first refusal, then Grantor and Grantee shall attempt to agree upon a single appraiser to be appointed by them to determine the fair market value of the Property or portion thereof subject to Grantee's right of first refusal and such jointly appointed appraiser's determination of the fair market value shall be utilized for purposes of this provision, absent manifest error. If Grantor and Grantee cannot agree upon a single appraiser, then each of them shall designate an appraiser who shall each independently determine their estimation of the fair market value of the Property or portion thereof subject to Grantee's right of first refusal. If such determinations of fair market value by the two designated appraisers are within five percent (5%) of each other, then the appraisals shall be averaged, and the average amount shall be determined to be a fair market value for purposes of this Agreement. If the variance between the two appraisals is more than five percent (5%), then the two appraisers shall appoint a third appraiser who shall make a determination of the fair market value of the Property or portion thereof and such third appraiser's determination of fair market value shall be used for purposes of this provision; provided, however, if the third appraiser's determination of the fair market value of the Property or portion thereof is in excess of Seller's appraiser's determination of value, the Seller's appraiser's determination of valuation shall be used as the fair market value of the Property or portion thereof and if the third appraiser's determination of value is less than the Buyer's appraiser's determination of value, then the Buyer's determination of the fair market value of the Property or portion thereof shall be utilized for purposes of this transaction. 1.1.3 In the event Grantee does not accept such offer to purchase within said five (5) day period, then Grantor shall be free to sell such parcel on the same terms and conditions offered to the Grantee, provided that a sale on such terms and conditions is closed on or before 90 days after the date specified in the bona fide offer for closing. In the event Grantor agrees to the sale of the Property on terms and conditions more favorable to the purchaser than those contained in the original offer to Grantee, Grantor must first re -offer the Property to Grantee on the more favorable terms and conditions contained in said contract in accordance with the provisions of this paragraph and said contract for the sale of the Property to a third party shall be deemed contingent upon this requirement. In the event that Grantor does not close a sale within the time period above -mentioned, Grantor must again comply with the provisions of this paragraph. 1.1.4 The first negotiation pursuant to paragraph 1.1.1 and the First Refusal contained herein in paragraph 1.1.2 shall not be applicable to transfers by Grantor to Grantor's spouse, children, grandchildren or other lineal descendants or trusts, corporations or partnerships for their benefit ("Permitted Transferees"); provided, however, this Agreement shall remain applicable to any transfers by a Permitted Transferee to other than another Permitted Transferee. 1.2 Term. This Right of First Refusal shall run with the land, shall inure to the benefit of Grantee, its successors and assigns, and be a burden upon Grantor, and any person or entity owning an interest in any of the Property and shall continue in full force and effect during the period of the life of the last of William B. Woods, Sharyl I. I-larston, Gary A. Woods and Marcia A. Green to die plus twenty-one (21) years and may not be terminated or amended in any way, except by a written instrument recorded in the office of the Clerk and Recorder of Weld County, Colorado, and signed by all parties. 2. Option to Purchase. For purposes of this provision, the approximately 1.07 acre parcel on which Grantor's residence and accessory buildings are located is referred to as "Parcel 1" and the approximately 10.091 acre vacant land parcel of the Property is referred to as "Parcel 2." Grantor hereby grants and conveys to Grantee an option to Purchase either (i) the Property or (ii) Parcel 2 only, upon the terms and conditions hereinafter set forth during a term which shall commence upon the date of this Agreement and continue for 15 years thereafter, subject to early termination as hereinafter provided. 3 2.1. Notice of Exercise. If Grantee desires to exercise either of the options to purchase granted herein, Grantee shall give written notice of such exercise to Grantor prior to the exercise of the term hereof ("Notice of Exercise"). The Notice of Exercise shall contain Grantee's proposed purchase price; designate a closing date, which shall be no sooner than one (1) year and no more than 18 months after the date of the Notice of Exercise; and shall contain a statement by Grantee that Grantee has a good faith intention to commence development on at least 50 acres of Grantee's surrounding property within the year following the designated date of closing. 2.2. Fair Market Value and Purchase Price. The fair market value of Parcel 1 shall be determined based on the existing residential and business uses of the improvements and land parcel. The fair market value of Parcel 2 shall be established based upon the vacant ground being valued at its highest and best use. The purchase price shall be determined as of the date of the Notice of Exercise and as to the option to purchase the entire Property shall equal the sum of (i) the fair market value of Parcel 1 determined as of the Date of Exercise and (ii) an amount computed by multiplying the acreage of Parcel 2 (assumed to ben a rres]iimes the sum of $5,000 per acre plus 60% of the amount of the fair marke?au6 Mermined as of the Date of Exercise of the parcel on a per acre basis in excess of $5,000 per acre; provided, however, if Grantee has not received any land use approval, such as a rezoning, in Weld County, an annexation into Mead or inclusions in special districts, at the time of closing of this Option to Purchase, then Grantee's purchase price as to Parcel 2 shall be 100% of the fair market value as of the Date of Exercise; and as to the option to purchase only Parcel 2, shall equal the amount computed pursuant to (ii) immediately above. 2.3. Determination of Fair Market Value. Grantor and Grantee shall attempt to agree upon the fair market value of the Property or Parcel 2, as the case may be. If Grantor and Grantee have not agreed upon such fair market value within 30 days after Grantee's Notice of Exercise, then Grantor and Grantee shall attempt to agree upon a single appraiser to be appointed by them to determine the fair market value of the Property or Parcel 2, as the case may be, and such jointly appointed appraiser's determination of the fair market value shall be used for purposes of this Agreement, absent manifest error. If Grantor and Grantee cannot agree upon a single appraiser, then each of them shall designate an appraiser who shall each independently determine their estimation of the fair market value of the Property or Parcel 2, as the case may be. If such determinations of the fair market value by the two designated appraisers are within 5% of each other, then the appraisals shall be averaged and the average amount shall be determined to be the fair market value for purposes of the computation of the purchase price pursuant to this Agreement as set forth above. If the variance between the two appraisals is more than 5%, then the two appraisers shall appoint a third appraiser who shall make a determination of the fair market value of the Property or Parcel 2, as the case may be, and such third appraiser's determination of the fair market value shall be used for purposes of this provision; provided, however, if the third appraiser's determination of the fair market value of the Property or Parcel 2, as the case may be, is in excess of Grantor's appraiser's determination of fair market value, the Grantor's appraiser's determination of value shall be used as the fair market value of the Property or Parcel 2, as the case may be, and if the third appraiser's determination of value is less than the Grantee's appraiser's determination 4 of value, then the Grantee's determination of the fair market value of the Property or Parcel 2, as the case may be, shall be utilized for purposes of this transaction. 2.4 Conveyance at Closing. The conveyance of the Property or Parcel 2 by Grantor to Grantee at closing shall be by special warranty deed conveying fee simple title to the Property or Parcel 2 and all improvements thereon, together with all water rights pertinent to or used in connection with the Property and the benefit to any and all access easements and any other permits or licenses in connection with the Property, if any, free and clear of all liens and encumbrances, except easements, rights -of -way and other documents of record in existence at the date of this Agreement or otherwise reasonably approved by Grantee after the date hereof. Grantor shall provide a title commitment and pay for the issuance of the title policy in the amount of the purchase price of the Property at closing. The closing shall take place at the office of the title company or other location agreed to by the parties at a time and place mutually determined by Grantor and Grantee. Grantor and Grantee shall each pay their share of usual closing costs in accordance with customs for vacant land/farm and ranch real estate transactions in Colorado, including proration of taxes through the date of closing. 2.5 Additional Improvements. During the term of the Option to Purchase, Grantor agrees not to make additional improvements to the Property in excess of $10,000 without obtaining the approval of Grantee, which approval shall not be unreasonably withheld or delayed, other than expenses of normal maintenance and repair. If Grantor expects making capital improvements to the Property in excess of $10,000, Grantor shall give notice to Grantee and describe in detail the intended improvements and estimated cost thereof. 2.6 Early Determination of Exercise of Option. At any time after the expiration of the fourth year from the date hereof, Grantor may give notice to Grantee that Grantor desires to relocate from the Property; set forth Grantor's determination of fair market value of the Property and the purchase price derived therefrom and setting forth the desired closing date for the transaction. Grantee shall have 30 days from receipt from of the Grantor's notice within which to determine to exercise the Option to Purchase or decline to do so. If Grantee declines to do so, then the Option turchase shall terminate upon Grantee's determination not to exercise and Grant hall be free to proceed with the sale of the Property, subject only to the first right of refusal hereinabove contained. If Grantee determines to exercise the Option to Purchase, the Grantee can either accept Grantor's determination of the fair market value and purchase price of the Property or the parties shall follow the procedure set forth in paragraph 2.3 above to reach mutual agreement or determine such fair market value and purchase price by appraisal. The closing date established by the Grantor's notice shall be adhered to by the parties so long as it is no sooner than 90 days after Grantor's notice to Grantee requesting exercise of the Option to Purchase. 3. Land Use Applications and Approvals. From and after the date hereof, Grantee is authorized and empowered to include the Property in all land use applications, including annexation into the Town of Mead, rezoning in Mead and inclusion applications into special districts providing water and sanitary sewer service to the Property, subdivision, platting, and 5 rezoning application in Weld County, as opposed to Mead, and any other similar or necessary land use approvals necessary for the development of the Property and Grantee's other property located in the Southwest'' V4 of Section 24, Township 3 North, Range 68 West of the 6`h P.M., or the Southeast %4 of Section 23, Township 3 North, Range 68 West of the 6'h P.M. ("Grantee's Other Property"). Grantor will execute all such applications, petitions and/or other agreements necessary in connection with such land use changes as may be reasonably requested by Grantee. The content and treatment of the Property in such applications, petitions and other agreements shall be subject to the reasonable review by Grantor, however, the decisions of Grantee regarding such uses shall be controlling absent a showing of material adverse impact and/or impairment of development value of the Property by the actions desired to be taken by Grantee as compared to Grantee's Other Property. Grantee shall bear all costs and expenses of the consultants, engineers and architects retained in connection with any such land use approvals and/or district inclusions without contribution by Grantor. In the event of annexation of the Property into the Town of Mead or inclusion in any special district, during the term of this Option to Purchase, Grantee shall pay any increased real property taxes imposed against the Property by reason of such inclusion and levies made by the Town of Mead or any such special district. 4. Mineral and Water Rights. Grantor agrees to and hereby does grant and convey to Grantee all its right, title and interest in and to any mineral rights, including oil and gas, coal or other minerals underlying the Property, together with any royalty interests related to the existing oil and gas production within the Southwest %4 of Section 24. Grantor agrees to execute any additional mineral rights deeds as Grantee may reasonably request to confirm and/or ratify this conveyance. Grantor acknowledges and agrees that Grantor claims no interest in any irrigation water historically used in connection with the Southwest V4 of Section 24, including without limitation any shares of Highland Ditch Company or units of Northern Colorado Conservation Water (Big T Water) and acknowledges that all such water rights are being conveyed by the Barnes Trust to Grantee pursuant to the Contract referenced in the Recitals to this Agreement. Furthermore, Grantor agrees to and does hereby relinquish any rights, directly or indirectly, to utilize any irrigation ditches, conduits, laterals or otherwise on the balance of the Property within the Southwest '/4 of Section 24; provided, however, Grantee will allow continued use of any such ditches, conduits and laterals, to the extent Grantee has the right to do so, until such time as Grantee decides to abandon and/or change such facilities in connection with the development of Grantee's Other Pr er y rranttwill execute any reasonable documents requested by Grantee evidencing the relinquishment and/or absence of such rights in such irrigation facilities at the request of Grantor. GAun4-DR c ati vi4Ire_ ►lisei qv,' 4IJn ►i/ -1 h i"uFn_ii Q sot/dm,S 5. Enforcement. The provisions contained herein shall, to the fullest extent permitted by law or equity, be enforceable by Grantee. It is hereby agreed that any violation of provisions herein contained shall give Grantee the right to prosecute a proceeding at law or equity against Grantor, or any other person owning all or any part of the Property, or violating or attempting to violate the Rights granted herein, and that Grantee may seek to enjoin or prevent them from so doing by temporary restraining order, preliminary injunction, permanent injunction or specific performance. In the event litigation is commenced with respect to this Agreement, the prevailing party shall be entitled to reimbursement and an award of its expenses, including reasonable attorney's fees, accountant's fees, expert witness fees, and court costs. 6 6. Other Provisions. 6.1. It is the intent and purpose of Grantor and Grantee that the Rights granted herein shall be as to the Property only, and to the fullest extent possible, Grantor will not solicit or agree to accept offers to purchase the Property in connection with the sale or exchange of other property owned by Grantor or its affiliates or the proposed purchaser. In the event any other property or an exchange of properties is involved in the bona fide offer which Grantor desires to accept, Grantee shall have a right to purchase only the Property or the portion thereof included in such bona fide offer; provided that Grantee agrees to cooperate with a multiple property transaction so long as Grantee is not obligated to incur additional liability or obligations with respect to property other than the Property, ultimately purchases only the Property or portion thereof involved in the transaction, and Grantor pays Grantee any additional costs and expenses incurred in participating in such multiple property transaction. 6.2. To the extent the bona fide offer Grantor desires to accept includes terms for Seller carry back financing of any portion of the purchase price, Grantee shall have the right to pay such portion of the purchase price in cash at closing. 6.3 Notices. All notices permitted or required hereunder shall be in writing and shall be sent by United States Mail, certified mail, return receipt requested, postage prepaid, to the address set forth below, or to such other addresses as may be designated in writing: GRANTOR: John T. Snyder and Terri L. Snyder 5499 Hwy. 66 Longmont, Colorado 80504 GRANTEE: 6.4. Miscellaneous. Benson Farms do William B. Woods 530 Holyoke Court Fort Collins, Colorado 80525 With a copy to: Gary A. Woods 80 Comstock Place Castle Rock, Colorado 80104 6.4.1 This Agreement shall constitute the entire understanding between the parties with respect to the subject matter hereof and all prior agreements or understandings related to the Rights shall be deemed merged into this Agreement. 7 6.4.2 No amendments, modifications, waivers, cancellations or terminations of this Agreement shall be made or deemed to have been made unless in writing executed by Grantor and Grantee. 6.4.3 If any provision of this Agreement shall be invalid, illegal or unenforceable, it shall not affect or impair the validity or legality or enforcement of any other provision. 6.4.4 This Agreement shall be binding upon and inure to the benefit of the parties hereto, the heirs, successors and assigns of Grantor and Grantee or any subsequent owner of the Property. 6.4.5 All headings and captions used herein are for convenience only and are of no meaning in the interpretation or effect of this Agreement. 6.4.6 This Agreement shall be interpreted and enforced according to the laws of the State of Colorado. 6.4.7 Time shall be of the essence of performance required under this Agreement. 6.4.8 Whenever used herein, the term "days" shall mean consecutive calendar days, except that if the expiration of any time period measured in days occurs on a Saturday, Sunday or holiday in which the U.S. government offices are closed, such expiration shall automatically be extended to the next day which is not a Saturday, Sunday or legal holiday. 6.4.9 All exhibits to this Agreement are incorporated herein and made a part hereof as if fully set forth. 6.4.10 This Agreement may be executed in one or more counterparts, each of which shall be considered an original and all of which, when taken together, shall constitute one agreement. IN WITNESS WHEREOF, Grantor and Grantee, intending to fully bind themselves, have set their hands on the date first written above. GRANTOR: By: f JOHN T. SN DER fl By: TERRI L. S ER 8 GRANTEE: BENSON FARMS, a Colorado limited liability company (1J LQQ...00lJ43s-. WILLIAM B. WOODS, Manager STATE OF COLORADO ) ) ss. COUNTY OF Boulder ) This instrument was acknowledged before me this by John T. Snyder. Witness my hand and official seal. ion expires 05/21/02 sTAIIMPt O ) ) ss. COUNTY OF Boulder ) 6th day of May 2002, This instrument was acknowledged before me this 6th day of May 2002, by Terri L. Snyder. Witness my hand and official seal. expires 05/21/02 9 Notary ublic STATE OF COLORADO ) ) ss. COUNTY OF veV ) This instrument was acknowledged before me this 7day of 2002, by William B. Woods, as Manager of Benson Farms, a Colorado limited liabilit company. Witness my hand and official seal. My commissionnexpires - —0 LI . Benson Farms Right of First Refusal 5-3-02 Terri 10 EXHIBIT A Option to Purchase and Right of First Refusal Agreement LEGAL DESCRIPTION LOT A, AMENDED RECORDED EXEMPTION NO. 1207-24-3-AMRE1811, BEING A PART OF THE SW %. OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, PER MAP RECORDED DECEMBER 30, 1998 AS RECEPTION NO. 2663693. 11 OPTION TO PURCHASE AND RIGHT OF FIRST REFUSAL AGREEMENT THIS OPTION TO PURCHASE AND RIGHT OF FIRST REFUSAL AGREEMENT (the "Agreement") is granted on this $'h day of May, 2002, by WILLIAM A. BARNES and KELLIE SUE BARNES, their heirs, successors and assigns (collectively, "Grantor"), to BENSON FARMS, A COLORADO LIMITED LIABILITY COMPANY, its successors and assigns ("Grantee"), the purpose of which is to provide the Grantee an option to purchase and a right of first refusal to acquire the property hereinafter described and otherwise set forth agreements between the parties (the "Rights"). RECITALS: Grantor is the fee simple owner of real property (the "Property") legally described in Exhibit A attached hereto and made a part of this Agreement, which consists of an exemption lot located in Weld County, Colorado, which contains approximately 5.0 acres of land and improvements. Marion E. Barnes, as Trustee of the Frank Barnes Living Trust dated October 17, 1995 ("Barnes Trust") as Seller, and Grantee, as Buyer, entered into that certain Vacant Land/Farm and Ranch Contract to Buy Real Estate dated December 4, 2000, as amended, ("Contract"), for Grantee to acquire certain real property owned by the Barnes Trust which adjoins the Property. The Contract contains an express condition that Grantor grant the Rights regarding the Property to Grantee. Grantor and Grantee desire to memorialize in recordable form the grant of option to purchase and Rights regarding the Property. NOW, THEREFORE, for the reasons provided and for $10.00 and other good and valuable consideration given and received, the receipt and sufficiency of which are hereby acknowledged, Grantor and Grantee hereby covenant and agree as follows: 1. Right of First Refusal. Grantor hereby grants and conveys to Grantee a right of first refusal ("First Refusal") to acquire the Property on the same terms and conditions on which Grantor would sell, transfer, or convey any or all of the Property to a third party on the following terms and conditions: 1.1 Offer for Purchase. 1.1.1 If Grantor wants to sell, transfer or convey all or any portion of the Property other than to a Permitted Transferee (as defined below), the Grantor shall notify the Grantee and designate the purchase price and other terms and provisions applicable to the desired sale. For a period of 10 days after Grantor's notice of intention to sell, Grantor and Grantee shall negotiate in good faith to determine if a mutually agreeable purchase and sale agreement can be reached by Grantor and Grantee. If Grantor and Grantee fail to reach a mutually acceptable Purchase and Sale Agreement within said 10 day period, it shall be considered that the Grantor and Grantee have been unable to reach agreement, and Grantor shall be free to solicit other purchasers for the Property, subject to the First Refusal contained in paragraph 1.1.2 below. 1.1.2 Upon a bona fide offer being made which Grantor desires to accept, Grantor shall deliver written notice to Grantee of the terms and conditions of such proposed sale, including purchase price, the terms and conditions of payment therefor, and all other material terms and conditions of such proposed sale, including a copy of the written offer. Grantee shall then have a period of five (5) days following such written notice within which to accept and reject such offer. In the event Grantee delivers written notice of its acceptance of such offer to Grantor within said five (5) day period, the offer and acceptance shall be deemed to be a contract of purchase and sale and the transaction shall be closed on the same terms and conditions as the bona fide offer, subject to the provisions of this Agreement. The conveyance of the Property by Grantor to Grantee shall be by Special Warranty Deed conveying fee simple title to the Property and all improvements thereon, together with all water rights appurtenant to or used in connection with the Property, if any, free and clear of all liens and encumbrances except easements, rights -of -way and other documents of record. The closing shall take place on the date specified in the bona fide offer at a time and place reasonably determined to be mutually acceptable to Grantor and Grantee. Grantor and Grantee shall each pay their share of usual closing costs in accordance with customs for vacant land/farm and ranch real estate transactions in Colorado, including prorations of taxes through the date of closing. Grantor and Grantee shall be free to substitute a contract of purchase and sale for the Property if so mutually desired. An offer to lease the Property for any purpose other than farming for a period in excess of twenty four (24) months shall be considered an offer for sale, subject to Grantee's right of first refusal hereunder; except that the purchase price in such case shall be the fair market value of the Property or portion to be leased. Initially, Grantor and Grantee shall attempt to agree upon the fair market value of the Property or portion thereof arising from such proposed lease transaction. If Grantor and Grantee have not agreed upon such fair market value within fifteen (15) days after Grantor gives Grantee notice of such transaction giving rise to Grantee's right of first refusal, then Grantor and Grantee shall attempt to agree upon a single appraiser to be appointed by them to determine the fair market value of the Property or portion thereof subject to Grantee's right of first refusal and such jointly appointed appraiser's determination of the fair market value shall be utilized for purposes of this provision, absent manifest error. If Grantor and Grantee cannot agree upon a single appraiser, then each of them shall designate an appraiser who shall each independently determine their estimation of the fair market value of the Property or portion thereof subject to Grantee's right of first refusal. If such determinations of fair market value by the two designated appraisers are within five percent (5%) of each other, then the appraisals shall be averaged, and the average amount shall be determined to be a fair market value for purposes of this Agreement. If the variance between the two appraisals is more than five percent (5%), then the two appraisers shall appoint a third appraiser who shall make a determination of the fair market value of the Property or portion thereof and such third appraiser's determination of fair market value shall be used for purposes of this provision; provided, however, if the third appraiser's determination of the fair market value of the Property or portion thereof is in excess of Seller's appraiser's determination of value, the Seller's appraiser's determination of valuation shall be used as the fair market value of the Property or portion thereof and if the third appraiser's determination of value is less than the Buyer's appraiser's determination of value, then the Buyer's determination of the fair market value of the Property or portion thereof shall be utilized for purposes of this transaction. 1.1.3 In the event Grantee does not accept such offer to purchase within said five (5) day period, then Grantor shall be free to sell such parcel on the same terms and conditions offered to the Grantee, provided that a sale on such terms and conditions is closed on or before 90 days after the date specified in the bona fide offer for closing. In the event Grantor agrees to the sale of the Property on terms and conditions more favorable to the purchaser than those contained in the original offer to Grantee, Grantor must first re -offer the Property to Grantee on the more favorable terms and conditions contained in said contract in accordance with the provisions of this paragraph and said contract for the sale of the Property to a third party shall be deemed contingent upon this requirement. In the event that Grantor does not close a sale within the time period above -mentioned, Grantor must again comply with the provisions of this paragraph. 1.1.4 The first negotiation pursuant to paragraph 1.1.1 and the First Refusal contained herein in paragraph 1.1.2 shall not be applicable to transfers by Grantor to Grantor's spouse, children, grandchildren or other lineal descendants or trusts, corporations or partnerships for their benefit ("Permitted Transferees"); provided, however, this Agreement shall remain applicable to any transfers by a Permitted Transferee to other than another Permitted Transferee. 1.2 Term. This Right of First Refusal shall run with the land, shall inure to the benefit of Grantee, its successors and assigns, and be a burden upon Grantor, and any person or entity owning an interest in any of the Property and shall continue in full force and effect during the period of the life of the last of William B. Woods, Sharyl I. Harston, Gary A. Woods and Marcia A. Green to die plus twenty-one (21) years and may not be terminated or amended in any way, except by a written instrument recorded in the office of the Clerk and Recorder of Weld County, Colorado, and signed by all parties. 2. Option to Purchase. Grantor hereby grants and conveys to Grantee an option to Purchase the Property upon the terms and conditions hereinafter set forth during a term which shall commence upon the date of this Agreement and continue for 15 years thereafter, subject to early termination as hereinafter provided. 2.1. Notice of Exercise. If Grantee desires to exercise the option to purchase granted herein, Grantee shall give written notice of such exercise to Grantor prior to the exercise of the term hereof ("Notice of Exercise"). The Notice of Exercise shall contain Grantee's proposed purchase price; designate a closing date, which shall be no 3 sooner than one (1) year and no more than 18 months after the date of the Notice of Exercise; and shall contain a statement by Grantee that Grantee has a good faith intention to commence development on at least 50 acres of Grantee's surrounding property within the year following the designated date of closing. 2.2. Fair Market Value and Purchase Price. For purposes of determining the fair market value of the Property, Grantor's property shall be considered two parcels as follows: Parcel 1 shall be the 1.5 acre parcel comprising the original exemption parcel on which Grantor's house, outbuildings and yard are located, and Parcel 2 shall be considered the approximately 3.5 acre unimproved field comprising the balance of Grantor's Property. The fair market value of Parcel 1 shall be determined based on the existing residential and business uses of the improvements and land parcel. The fair market value of Parcel 2 shall be established based upon the vacant ground being valued at its highest and best use. The purchase price shall be determined as of the date of the Notice of Exercise and shall equal the sum of (i) the fair market value of Parcel 1 determined as of the Date of Exercise and (ii) an amount computed by multiplying the acreage of Parcel 2 (assumed to be 3.5 acres) times the sum of $5,000 per acre plus 60% of the amount of the fair market value determined as of the Date of Exercise of the parcel on a per acre basis in excess of $5,000 per acre; provided, however, if Grantee has not received any land use approval, such as a rezoning in Weld County, an annexation into Mead or inclusions in special districts, at the time of closing of this Option to Purchase, then Grantee's purchase price as to Parcel 2 shall be 100% of the fair market value as of the Date of Exercise. 2.3. Determination of Fair Market Value. Grantor and Grantee shall attempt to agree upon the fair market value of the Property, comprising parcels 1 and 2 as described above. If Grantor and Grantee have not agreed upon such fair market value within 30 days after Grantee's Notice of Exercise, then Grantor and Grantee shall attempt to agree upon a single appraiser to be appointed by them to determine the fair market value of the Property, comprising Parcels 1 and 2, and such jointly appointed appraiser's determination of the fair market value shall be used for purposes of this Agreement, absent manifest error. If Grantor and Grantee cannot agree upon a single appraiser, then each of them shall designate an appraiser who shall each independently determine their estimation of the fair market value of the Property, comprising Parcels 1 and 2. If such determinations of the fair market value by the two designated appraisers are within 5% of each other, then the appraisals shall be averaged and the average amount shall be determined to be the fair market value for purposes of the computation of the purchase price pursuant to this Agreement as set forth above. If the variance between the two appraisals is more than 5%, then the two appraisers shall appoint a third appraiser who shall make a determination of the fair market value of the Property, comprising Parcels 1 and 2, and such third appraiser's determination of the fair market value shall be used for purposes of this provision; provided, however, if the third appraiser's determination of the fair market value of the Property, comprising Parcels 1 and 2, is in excess of Grantor's appraiser's determination of fair market value, the Grantor's appraiser's determination of value shall be used as the fair market value of the Property and if the third appraiser's determination of value is less than the Grantee's appraiser's determination of value, then the Grantee's 4 determination of the fair market value of the Property or portion thereof shall be utilized for purposes of this transaction. 2.4. Conveyance at Closing. The conveyance of the Property by Grantor to Grantee at closing shall be by special warranty deed conveying fee simple title to the Property and all improvements thereon, together with all water rights pertinent to or used in connection with the Property and the benefit to any and all access easements and any other permits or licenses in connection with the Property, if any, free and clear of all liens and encumbrances, except easements, rights -of -way and other documents of record in existence at the date of this Agreement or otherwise reasonably approved by Grantee after the date hereof. Grantor shall provide a title commitment and pay for the issuance of the title policy in the amount of the purchase price of the Property at closing. The closing shall take place at the office of the title company or other location agreed to by the parties at a time and place mutually determined by Grantor and Grantee. Grantor and Grantee shall each pay their share of usual closing costs in accordance with customs for vacant land/farm and ranch real estate transactions in Colorado, including proration of taxes through the date of closing. 2.5. Additional Improvements. During the term of the Option to Purchase, Grantor agrees not to make additional improvements to the Property in excess of $10,000 without obtaining the approval of Grantee, which approval shall not be unreasonably withheld or delayed, other than expenses of normal maintenance and repair. If Grantor expects making capital improvements to the Property in excess of $10,000, Grantor shall give notice to Grantee and describe in detail the intended improvements and estimated cost thereof. 2.6 Early Determination of Exercise of Option. At any time after the expiration of the fourth year from the date hereof, Grantor may give notice to Grantee that Grantor desires to relocate from the Property; set forth Grantor's determination of fair market value of the Property and the purchase price derived therefrom and setting forth the desired closing date for the transaction. Grantee shall have 30 days from receipt from of the Grantor's notice within which to determine to exercise the Option to Purchase or decline to do so. If Grantee declines to do so, then the 0ILion to or Purchase shall rP4'r terminate upon Grantee's determination not to exercise and Grantee shall be free to proceed with the sale of the Property, subject only to the first right of refusal hereinabove contained. If Grantee determines to exercise the Option to Purchase, the Grantee can either accept Grantor's determination of the fair market value and purchase price of the Property or the parties shall follow the procedure set forth in paragraph 2.3 above to reach mutual agreement or determine such fair market value and purchase price by appraisal. The closing date established by the Grantor's notice shall be adhered to by the parties so long as it is no sooner than 90 days Grantor's notice to Grantee requesting exercise of the Option to Purchase. 3. Land Use Applications and Approvals. From and after the date hereof, Grantee is authorized and empowered to include the Property in all land use applications, including annexation into the Town of Mead, rezoning in Mead and inclusion applications into special districts providing water and sanitary sewer service to the Property, subdivision, platting, and rezoning application in Weld County, as opposed to Mead, and any other similar or necessary 5 land use approvals necessary for the development of the Property and Grantee's other property located in the Southwest '/4 of Section 24, Township 3 North, Range 68 West of the 6"' P.M., or the Southeast''/, of Section 23, Township 3 North, Range 68 West of the 6`h P.M. ("Grantee's Other Property"). Grantor will execute all such applications, petitions and/or other agreements necessary in connection with such land use changes as may be reasonably requested by Grantee. The content and treatment of the Property in such applications, petitions and other agreements shall be subject to the reasonable review by Grantor; however, the decisions of Grantee regarding such uses shall be controlling absent a showing of material adverse impact and/or impairment of development value of the Property by the actions desired to be taken by Grantee as compared to Grantee's Other Property. Grantee shall bear all costs and expenses of the consultants, engineers and architects retained in connection with any such land use approvals and/or district inclusions without contribution by Grantor. In the event of annexation of the Property into the Town of Mead or inclusion in any special district, during the term of this Option to Purchase, Grantee shall pay any increased real property taxes imposed against the Property by reason of such inclusion and levies made by the Town of Mead or any such special district. 4. Mineral and Water Rights. Grantor agrees to and hereby does grant and convey to Grantee all its right, title and interest in and to any mineral rights, including oil and gas, coal or other minerals underlying the Property, together with any royalty interests related to the existing oil and gas production within the Southwest'/, of Section 24. Grantor agrees to execute any additional mineral rights deeds as Grantee may reasonably request to confirm and/or ratify this conveyance. Grantor acknowledges and agrees that Grantor claims no interest in any irrigation water historically used in connection with the Southwest 1/4 of Section 24, including without limitation any shares of Highland Ditch Company or units of Northern Colorado Conservation Water (Big T Water) and acknowledges that all such water rights are being conveyed by the Barnes Trust to Grantee pursuant to the Contract referenced in the Recitals to this Agreement. Furthermore, Grantor agrees to and does hereby relinquish any rights, directly or indirectly, to utilize any irrigation ditches, conduits, laterals or otherwise on the balance of the Property within the Southwest /4 of Section 24; provided, however, Grantee will allow continued use of any such ditches, conduits and laterals, to the extent Grantee has the right to do so, until such time as Grantee decides to abando&and/tor hange such facilities in connection with the development of Grantee's Other Property,.rantee will execute any reasonable documents requested by Grantee evidencing t e re inquishment and/or absence of such rights in such irrigation facilities at the request of Grantor. So long as the operator of the oil and gas well on the property being acquired by Grantee pursuant to the Contract permits or allows for one domestic natural gas tap, Grantor shall be entitled to continue to use such tap. Cryan lor-S BAa. I 1 h a ✓ d +he. -1? rs 7 pp"ortt&..; �'- ,f -o "co-, a. se bu; /c1 /eliS -For set cy( 5. Enforcement. The provisions contained herein shall, to the fullest extent permitted by law or equity, be enforceable by Grantee. It is hereby agreed that any violation of provisions herein contained shall give Grantee the right to prosecute a proceeding at law or equity against Grantor, or any other person owning all or any part of the Property, or violating or attempting to violate the Rights granted herein, and that Grantee may seek to enjoin or prevent them from so doing by temporary restraining order, preliminary injunction, permanent injunction or specific performance. In the event litigation is commenced with respect to this Agreement, the prevailing party shall be entitled to reimbursement and an award of its expenses, including reasonable attorney's fees, accountant's fees, expert witness fees, and court costs. 6 6. Other Provisions. 6.1. It is the intent and purpose of Grantor and Grantee that the Rights granted herein shall be as to the Property only, and to the fullest extent possible, Grantor will not solicit or agree to accept offers to purchase the Property in connection with the sale or exchange of other property owned by Grantor or its affiliates or the proposed purchaser. In the event any other property or an exchange of properties is involved in the bona fide offer which Grantor desires to accept, Grantee shall have a right to purchase only the Property or the portion thereof included in such bona fide offer; provided that Grantee agrees to cooperate with a multiple property transaction so long as Grantee is not obligated to incur additional liability or obligations with respect to property other than the Property, ultimately purchases only the Property or portion thereof involved in the transaction, and Grantor pays Grantee any additional costs and expenses incurred in participating in such multiple property transaction. 6.2. To the extent the bona fide offer Grantor desires to accept includes terms for Seller carry back financing of any portion of the purchase price, Grantee shall have the right to pay such portion of the purchase price in cash at closing. 6.3 Notices. All notices permitted or required hereunder shall be in writing and shall be sent by United States Mail, certified mail, return receipt requested, postage prepaid, to the address set forth below, or to such other addresses as may be designated in writing: GRANTOR: William A. Barnes & Kellie Sue Barnes 14013 Weld County Road 11 Longmont, Colorado 80504 GRANTEE: 6.4. Miscellaneous. Benson Farms do William B. Woods 530 Holyoke Court Fort Collins, Colorado 80525 With a copy to: Gary A. Woods 80 Comstock Place Castle Rock, Colorado 80104 6.4.1 This Agreement shall constitute the entire understanding between the parties with respect to the subject matter hereof and all prior agreements or understandings related to the Rights shall be deemed merged into this Agreement. 7 6.4.2 No amendments, modifications, waivers, cancellations or terminations of this Agreement shall be made or deemed to have been made unless in writing executed by Grantor and Grantee. 6.4.3 If any provision of this Agreement shall be invalid, illegal or unenforceable, it shall not affect or impair the validity or legality or enforcement of any other provision. 6.4.4 This Agreement shall be binding upon and inure to the benefit of the parties hereto, the heirs, successors and assigns of Grantor and Grantee or any subsequent owner of the Property. 6.4.5 All headings and captions used herein are for convenience only and are of no meaning in the interpretation or effect of this Agreement. 6.4.6 This Agreement shall be interpreted and enforced according to the laws of the State of Colorado. 6.4.7 Time shall be of the essence of performance required under this Agreement. 6.4.8 Whenever used herein, the term "days" shall mean consecutive calendar days, except that if the expiration of any time period measured in days occurs on a Saturday, Sunday or holiday in which the U.S. government offices are closed, such expiration shall automatically be extended to the next day which is not a Saturday, Sunday or legal holiday. 6.4.9 All exhibits to this Agreement are incorporated herein and made a part hereof as if fully set forth. 6.4.10 This Agreement may be executed in one or more counterparts, each of which shall be considered an original and all of which, when taken together, shall constitute one agreement. IN WITNESS WHEREOF, Grantor and Grantee, intending to fully bind themselves, have set their hands on the date first written above. GRANTOR: By: By: 8 2d,,de., A WILLIAM A. BARNES GRANTEE: BENSON FARMS, a Colorado limited liability company WILLIAM B. WOODS, Manager STATE OF COLORADO ) ss. � COUNTY OF e, I � ) fh This instrument was acknowledged before me this day of rn CV. 2002, ' by William A. Barnes. j ".. s.1 ';; r' �•, Witness my hand and official seal. • r'� My commission expires d -I I`7 d S. S � •CY,, -.A • ,� '•4T `-;;.: 2 :'cS+P h an + e,, r�,r\ s e e •;'` Notary P> blic1.,11.-it Le A....--t_k____,c, STATE OF COLORADO ) i d) .ss. COUNTY OF W e ) h )- This instrument was acknowledged before me this day of by Kellie Sue Barnes. "`""`"/4Witness my hand and official seal. , r ' commission expires n 1.. C / or- r. . •�. `�. ; t:.... 9 2002, S±ephacve Cr'cane�elic STATE OF COLORADO ) ss. COUNTY OF ) This instrument was acknowledged before me this 7 day of 211 by William B. Woods, as Manager of Benson Farms, a Colorado limited liabilit9 company. Witness my hand and official seal. My commission expires - a - 0 `f . 2002, Benson Farms Right of First Refusal 5-3-02 10 EXHIBIT A Option to Purchase and Right of First Refusal Agreement LEGAL DESCRIPTION LOT A, AMENDED RECORDED EXEMPTION NO. 1207-24-3-AMRE 1295, BEING A PART OF THE SW ''h OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, PER MAP RECORDED JULY 3, 2001 AS RECEPTION NO. 2862594. 11 Land Title Guarantee Company CUSTOMER DISTRIBUTION Date: May 02, 2019 Our Order Number: ABC25148756 PropertyAddress:BENSON FARMS NA BRADBURY PROPERTIES INC Attn: STEPHANIE STEWART 9380 STATION STREET #400 LONE TREE, CO 80124 sstewart@bradburyproperties.com If you have any inquiries or require further assistance, please contact Final Policy Department Phone: 303-850-4158 Email Address: finals@ltgc.com Property Information Binder CONDITIONS AND STIPULATIONS 1. Definition of Terms The following terms when used in this Binder mean: (a) "Land": The land described, specifically or by reference, in this Binder and improvements affixed thereto which by law constitute real property; (b) "Public Records"; those records which impart constructive notice of matters relating to said land; (c) "Date": the effective date; (d) "the Assured": the party or parties named as the Assured in this Binder, or in a supplemental writing executed by the Company; (e) "the Company" means Old Republic National Title Insurance Company, a Minnesota stock company. 2. Exclusions from Coverage of this Binder The company assumes no liability including cost of defense by reason of the following: (a) Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. (b) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. (c) Title to any property beyond the lines of the Land, or title to streets, roads, avenues, lanes, ways or waterways on which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. (d) Mechanic's lien(s), judgment(s) or other lien(s). (e) Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered or agreed to by the Assured; (b) not known to the Company, not recorded in the Public Records as of the Date, but known to the Assured as of the Date; or (c) attaching or creating subsequent to the Date. 3. Prosecution of Actions (a) The Company shall have the right at its own costs to institute and prosecute any action or proceeding or do any other act which in its opinion may be necessary or desirable to establish or confirm the matters herein assured; and the Company may take any appropriate action under the terms of this Binder, whether or not it shall be liable thereunder and shall not thereby concede liability or waive any provision hereof. (b) In all cases where the Company does not institute and prosecute any action or proceeding, the Assured shall permit the Company to use, at its option, the name of the Assured for this purpose. Whenever requested by the Company, the Assured shall give the Company all reasonable aid in prosecuting such action or proceeding, and the Company shall reimburse the Assured for any expense so incurred. 4. Notice of Loss - Limitation of Action A statement in writing of any loss or damage for which it is claimed the Company is liable under this Binder shall be furnished to the Company within sixty days after such loss or damage shall have been determined, and no right of action shall accrue to the Assured under this Binder until thirty days after such statement shall have been furnished, and no recovery shall be had by the Assured under this Binder unless action shall be commenced thereon with two years after expiration of the thirty day period. Failure to furnish the statement of loss or damage or to commence the action within the time herinbefore specified, shall be conclusive bar against maintenance by the Assured of any action under this Binder. 5. Option to Pay, Settle or Compromise Claims The Company shall have the option to pay, settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Binder, or to pay the full amount of this Binder. Such payment or tender of payment of the full amount of the Binder shall terminate all liability of the Company hereunder. Copyright 2006-2013 American Land Title Association. All rights reserved. The use of this form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 6. Limitation of Liability - Payment of Loss (a) The liability of the Company under this Binder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurances herein set forth, but in no event shall the liability exceed the amount of the liability stated on the face page hereof. (b) The Company will pay all costs imposed upon the Assured in litigation carried on by the Company for the Assured, and all costs and attorneys' fees in litigation carried on by the Assured with the written authorization of the Company. (c) No claim for loss or damages shall arise or be maintainable under this Binder (1) if the Company after having received notice of any alleged defect, lien or encumbrance not shown as an Exception or excluded herein removes such defect, lien or encumbrance within a reasonable time after receipt of such notice, or (2) for liability voluntarily assumed by the Assured in settling any claim or suit without written consent of the Company. (d) All payments under this Binder, except for attorneys fees as provided for in paragraph 6(b) thereof, shall reduce the amount of the liability hereunder pro tanto, and no payment shall be made without producing this Binder or an acceptable copy thereof for endorsement of the payment unless the Binder be lost or destroyed, in which case proof of the loss or destruction shall be furnished to the satisfaction of the Company. (e) When liability has been definitely fixed in accordance with the conditions of this Binder, the loss or damage shall be payable within thirty days thereafter. 7. Subrogation Upon Payment or Settlement Whenever the Company shall have settled a claim under this Binder, all right of subrogation shall vest in the Company unaffected by any act of the Assured, and it shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Binder not been issued. If the payment does not cover the loss of the Assured, the Company shall be subrogated to the rights and remedies in the proportion which the payment bears to the amount of said loss. The Assured, if requested by the Company, shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect the right of subrogation, and shall permit the Company to use the name of the Assured in any transaction or litigation involving the rights or remedies. 8. Binder Entire Contract Any action or actions or rights of action that the Assured may have or may bring against the Company arising out of the subject matter hereof must be based on the provisions of this Binder. No provision or condition of this Binder can be waived or changed except by a writing endorsed or attached hereto signed by the President, a Vice President, the Secretary, an Assistant Secretary or other validating officer of the Company. 9. Notices. Where Sent All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at 400 Second Avenue South, Minneapolis, Minnesota 55401, (612) 371-1111. 10. Arbitration Unless prohibited by applicable law, either the Company or the insured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. ANTI -FRAUD STATEMENT: Pursuant to CRS 10-1-128(6)(a), it is unlawful to knowingly provide false, incomplete or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the department of regulatory agencies. This ant -fraud statement is affixed and made a part of this policy. Issued through the Office of: LAND TITLE GUARANTEE COMPANY 3033 E 1ST AVE #600 DENVER, CO 80206 303-850-4165 John E. Freyer, Jr., President ctib.cover.odt OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY a Stock Company 400 Second Avenue South Minneapolis, Minnesota 55401 612) 371-1111 Mark Bilbrey, President Rande Yeager, Secretary Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 Liability: $50,000.00 Fee: $750.00 Subject to the exclusions from coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Binder, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY a Corporation, herein called the Company, GUARANTEES BRADBURY PROPERTIES INC. AND STEPHANIE M. STEWART Herein called the Assured, against loss, not exceeding the liability amount stated above, which the assured shall sustain by reason of any incorrectness in the assurance which the Company hereby gives that, according to the public records as of March 22, 2019 at 5:00 P.M. 1. Title to said estate or interest at the date hereof is vested in: BENSON FARMS LIMITED LIABILITY COMPANY, A COLORADO LIMITED LIABILITY COMPANY, (AS TO PARCELS AAND B) 2. The estate or interest in the land hereinafter described or referred to covered by this Binder is: A FEE SIMPLE 3. The land referred to in this Binder is situated in the State of Colorado, County of Weld, described as follows: PARCEL A: LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 1207-24-3 2NDAMRE-1811, BEING A PART OF THE SW1/4 OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M.WELD COUNTY COLORADO, PER MAP RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862592, COUNTY OF WELD, STATE OF COLORADO. PARCEL B: THE SE 1/4 OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., EXCEPTING THEREFROM THE PARCELS CONVEYED IN DEEDS RECORDED DECEMBER 13, 1957 IN BOOK 1491 AT PAGE 505, JUNE 8, 2001 UNDER RECEPTION NO. 2856036 AND SEPTEMBER 29, 2006 UNDER RECEPTION NO. 3423484, Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 COUNTY OF WELD, STATE OF COLORADO. 4. The following documents affect the land: 1) EXISTING LEASES AND TENANCIES, IF ANY.. (AFFECTS ALL PARCELS) 2) 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, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED MAY 04 1883 IN BOOK 34 AT PAGE 167. (AFFECTS PARCELS A ) 3) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS TO RIGHT OF WAY FOR COUNTY ROADS 30 FEET WIDE, AS SET FORTH IN TRANSCRIPT OF PROCEEDINGS RECORDED OCTOBER 14 1889 IN BOOK 86 AT PAGE 273. (AFFECTS ALL PARCELS) 4) RESERVATIONS BY THE UNION PACIFIC RAILROAD CO. COMPANY OF: (1) ALL OIL, COAL AND OTHER MINERALS UNDERLYING SUBJECT PROPERTY, (2) THE EXCLUSIVE RIGHT TO PROSPECT FOR, MINE AND REMOVE OIL, COAL AND OTHER MINERALS, AND (3) THE RIGHT OF INGRESS AND EGRESS AND REGRESS TO PROSPECT FOR, MINE AND REMOVE OIL, COAL AND OTHER MINERALS, (4) THE RIGHT TO MAINTAIN AND OPERATE ITS RAILROAD IN ITS PRESENT FORM OF CONSTRUCTION, AND TO MAKE ANY CHANGE IN THE FORM OF CONSTRUCTION OR METHOD OF OPERATION OF SAID RAILROAD, ALL AS CONTAINED IN DEED RECORDED FEBRUARY 01 1899, IN BOOK 170 AT PAGE 91. QUITCLAIM DEED RECORDED APRIL 14, 1971 UNDER RECEPTION NO. 1565712 AND MINERAL DEED RECORDED MARCH 22, 1974 UNDER RECEPTION NO. 1632495. RELEASE AND QUITCLAIM DEED RECORDED DECEMBER 17, 1998 UNDER RECEPTION NO. 2661201 AND RELINQUISHMENT AND QUITCLAIM RECORDED JANUARY 7, 2009 UNDER RECEPTION NO. 3598354. (AFFECTS PARCEL B) 5) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN WASTE WAY AGREEMENT RECORDED AUGUST 08, 1917 UNDER RECEPTION NO. 257025. (AFFECTS PARCELS A) Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 6) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS TO ROAD AND DITCH RIGHT OF WAYS AS SET FORTH AND IN WARRANTY DEED RECORDED AUGUST 31, 1917 UNDER RECEPTION NO. 258022. (AFFECTS PARCEL B) 7) ANY AND ALL RIGHTS OF ANY DITCH COMPANIES RELATING TO DITCHES WHICH TRAVERSE SUBJECT PROPERTY OR IS DESCRIBED AS A BOUNDARY OF SUBJECT PROPERTY, INCLUDING BUT NOT LIMITED TO DITCH MAINTENANCE RIGHTS TO LANDS ADJOINING THE DITCHES, AS DISCLOSED BY INSTRUMENTS RECORDED AUGUST 31, 1917 UNDER RECEPTION NO. 258022, APRIL 9, 1964 UNDER RECEPTION NO. 1433486, JULY 22, 1975 UNDER RECEPTION NO. 1665553, JULY 3, 2001 UNDER RECEPTION NO. 2862592, JUNE 30, 2005 UNDER RECEPTION NO. 3298959 AND APRIL 19, 2007 UNDER RECEPTION NO. 3470054. (AFFECTS ALL PARCELS) 8) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS TO RIGHT OF WAY SET FORTH AND GRANTED IN QUIT -CLAIM DEED RECORDED MAY 15, 1918 UNDER RECEPTION NO. 274917. (AFFECTS PARCEL B) 9) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN PETITIONS TO NORTHERN COLORADO WATER CONSERVANCY DISTRICT FOR ALLOTMENT OF WATER RECORDED MAY 09, 1939 IN BOOK 1044 AT PAGE 408 AND MAY 5, 1955 IN BOOK 1418 AT PAGE 54. (AFFECTS PARCEL B) 10) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN PETITION TO NORTHERN COLORADO WATER CONSERVANCY DISTRICT FOR ALLOTMENT OF WATER RECORDED MAY 09, 1939 IN BOOK 1044 AT PAGE 413. (AFFECTS PARCELS A ) 11) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY CONVEYANCE RECORDED APRIL 07, 1947 IN BOOK 1201 AT PAGE 316, AND ASSIGNMENT OF EASEMENTS AND LICENSES RECORDED OCTOBER 12, 2005 UNDER RECEPTION NO. 3331073, AND NON -FEE PROPERTY ASSIGNMENT AND CONVEYANCE AGREEMENT RECORDED DECEMBER 3, 2013 UNDER RECEPTION NO. 3981537. (AFFECTS PARCEL B) 12) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS TO RESERVATIONS Order Number: ABC 25148756 Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Policy Number: PIB25148756.2602605 SET FORTH IN QUIT CLAIM DEED RECORDED MAY 11, 1959 IN BOOK 1531 AT PAGE 294. (AFFECTS PARCELS A ) 13) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN APPLICATIONS FOR CLASS D ALLOTMENT CONTRACTS RECORDED JUNE 16, 1960 IN BOOK 1560 AT PAGE 256, MAY 1, 1989 UNDER RECEPTION NO. 2178057, DECEMBER 3, 1990 UNDER RECEPTION NO. 2234657, SEPTEMBER 19, 1991 UNDER RECEPTION NO. 2263572, MARCH 30, 1992 UNDER RECEPTION NO. 2282489, OCTOBER 31, 1997 UNDER RECEPTION NO. 2576839, SEPTEMBER 20, 2002 UNDER RECEPTION NO. 2989278 AND AUGUST 22, 2011 UNDER RECEPTION NO. 3787316. (AFFECTS PARCEL A) 14) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN AGREEMENT RECORDED APRIL 09, 1964 UNDER RECEPTION NO. 1433486. (AFFECTS ALL PARCELS) 15) OIL AND GAS LEASE BETWEEN A. FRANK BARNES AND T. S. PACE, RECORDED JUNE 17, 1970 UNDER RECEPTION NO. 1549385, AND AFFIDAVIT OF LEASE EXTENSION OR PRODUCTION RECORDED MAY 21, 1975 UNDER RECEPTION NO. 1660894, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. NOTE: THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. (AFFECTS PARCEL A) 16) OIL AND GAS LEASE BETWEEN UNION PACIFIC RAILROAD COMPANY AND PAN AMERICAN PETROLEUM CORPORATION, RECORDED DECEMBER 29, 1970 UNDER RECEPTION NO. 1559661 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. NOTE: THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. (AFFECTS PARCEL B) 17) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS TO THE WATER RIGHTS AND IRRIGATION RIGHT OF WAY AS SET FORTH IN WARRANTY DEED RECORDED JULY 15, 1975 UNDER RECEPTION NO. 1665097. (AFFECTS PARCEL A) Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 18) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY EASEMENT AND LICENSE RECORDED JULY 22, 1975 UNDER RECEPTION NO. 1665553. (AFFECTS PARCEL B) 19) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN NOTICE OF GENERAL DESCRIPTION OF AREA SERVED BY PANHANDLE EASTERN PIPE LINE COMPANY RECORDED JUNE 26, 1986 UNDER RECEPTION NO. 2058722. (AFFECTS ALL PARCELS) 20) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN COMMUNITIZATION AGREEMENT RECORDED FEBRUARY 09, 1987 UNDER RECEPTION NO. 2087781. (AFFECTS ALL PARCELS) 21) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE OWNER'S AGREEMENT RECORDED AUGUST 03, 1989 UNDER RECEPTION NO. 2187176. (AFFECTS PARCEL B) 22) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF RECORDED EXEMPTION NO. 1207-24-3-RE1295 RECORDED SEPTEMBER 17, 1990 UNDER RECEPTION NO. 2227498, AND CORRECTED RECORDED EXEMPTION RECORDED NOVEMBER 21, 1990 UNDER RECEPTION NO. 2233807. (AFFECTS PARCEL A) 23) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN NOTICE CONCERNING UNDERGROUND FACILITIES OF UNITED POWER, INC. RECORDED JANUARY 24, 1991 UNDER RECEPTION NO. 2239296. (AFFECTS ALL PARCELS) 24) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS TO ACCESS EASEMENT SET FORTH AND GRANTED IN QUIT CLAIM DEED RECORDED JULY 15, 1991 UNDER RECEPTION NO. 2256253. (AFFECTS PARCEL A) 25) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY AGREEMENT RECORDED MARCH 12, 1992 UNDER Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 RECEPTION NO. 2280725. (AFFECTS PARCEL A ) 26) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE ANNEXATION MAPS RECORDED AUGUST 28, 1992 UNDER RECEPTION NO. 2301638, 2301639 AND 2301640. (AFFECTS ALL PARCELS) 27) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF OPERATING AGREEMENT RECORDED SEPTEMBER 18, 1992 UNDER RECEPTION NO. 2303891. (AFFECTS PARCEL B) 28) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY AGREEMENT RECORDED APRIL 15, 1993 UNDER RECEPTION NO. 2329003. (AFFECTS PARCEL A) 29) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF SUBDIVISION EXEMPTION NO. SE -486 RECORDED MARCH 15, 1994 UNDER RECEPTION NO. 2378184, AMENDED RECORDED EXEMPTION 1207-24-3-AMRE1811 RECORDED DECEMBER 30, 1998 UNDER RECEPTION NO. 2663693, 2ND AMENDED RECORDED EXEMPTION 1207-24-3 2NDAMRE-1811 RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862592, AMENDED RECORDED EXEMPTION 1207-24-3-AMRE-1295 RECORDED JULY 3, 2001 UNDER RECEPTION NO. 2862594 AND CORRECTED AMENDED RECORDED EXEMPTION 1207-24-3-AMRE-1295 RECORDED MAY 16, 2006 UNDER RECEPTION NO. 3388524. (AFFECTS PARCELS A, AND B) 30) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE LAND SURVEY PLAT RECORDED SEPTEMBER 07, 1995 UNDER RECEPTION NO. 2454574. (AFFECTS PARCEL A) 31) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN TEMPORARY CONSTRUCTION EASEMENT DEED RECORDED SEPTEMBER 21, 1995 UNDER RECEPTION NO. 2456519. (AFFECTS PARCEL A) 32) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET Order Number: ABC 25148756 Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Policy Number: PIB25148756.2602605 FORTH AND GRANTED IN EASEMENT DEED RECORDED SEPTEMBER 21, 1995 UNDER RECEPTION NO. 2456520. (AFFECTS PARCEL A) 33) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AND RIGHT OF WAY AGREEMENT RECORDED MARCH 12, 1997 UNDER RECEPTION NO. 2537483. (AFFECTS PARCEL A) 34) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AND RIGHT OF WAY AGREEMENT RECORDED MARCH 12, 1997 UNDER RECEPTION NO. 2537495. (AFFECTS PARCEL B) 35) OIL AND GAS LEASE RECORDED MAY 22, 1998 UNDER RECEPTION NO. 2614667, AND AFFIDAVIT OF PRODUCTION RECORDED NOVEMBER 14, 2000 UNDER RECEPTION NO. 2806580 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. NOTE: THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. (AFFECTS PARCEL B) 36) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN NOTICE OF OIL AND GAS INTERESTS AND SURFACE USE RECORDED DECEMBER 12, 2000 UNDER RECEPTION NO. 2812804. (AFFECTS PARCEL A) 37) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN AGREEMENT RECORDED APRIL 06, 2001 UNDER RECEPTION NO. 2838515. (AFFECTS PARCEL B) 38) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN NOTICE OF OIL AND GAS INTERESTS AND SURFACE USE RECORDED JUNE 11, 2001 UNDER RECEPTION NO. 2856495. (AFFECTS PARCEL B) 39) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AND RIGHT OF WAY AGREEMENT RECORDED JUNE 21, Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 2001 UNDER RECEPTION NO. 2859300. (AFFECTS PARCEL B) 40) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN REQUEST FOR NOTIFICATION OF RECORDED OCTOBER 15, 2001 UNDER RECEPTION NO. 2891989. (AFFECTS PARCEL A) 41) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN REQUEST FOR NOTIFICATION RECORDED OCTOBER 15, 2001 UNDER RECEPTION NO. 2891990. (AFFECTS PARCEL B) 42) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS TO THE SURVEY MATTERS SET FORTH IN SPECIAL WARRANTY DEED RECORDED MAY 15, 2002 UNDER RECEPTION NO. 2951479. (AFFECTS PARCEL A) 43) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN SURFACE USE AGREEMENT RECORDED MAY 15, 2002 UNDER RECEPTION NO. 2951487. (AFFECTS PARCEL A) 44) DEED OF TRUST DATED MAY 08, 2002 FROM NESG - EXCHANGE XL, LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF WELD COUNTY FOR THE USE OF MARION E. BARNES, TRUSTEE OF THE FRANK BARNES LIVING TRUST DATED OCTOBER 17, 1995 TO SECURE THE SUM OF $1,000,000.00, AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF, RECORDED MAY 15, 2002, UNDER RECEPTION NO. 2951488. AMENDMENTS TO DEED OF TRUST RECORDED NOVEMBER 16, 2009 UNDER RECEPTION NO. 3658411 AND SEPTEMBER 29, 2016 UNDER RECEPTION NO. 4241113. (AFFECTS PARCEL A) 45) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE ALTA/ACSM LAND TITLE SURVEY RECORDED MAY 17, 2002 UNDER RECEPTION NO. 2952573. (AFFECTS PARCEL A) 46) REQUEST FOR NOTIFICATION OF SURFACE DEVELOPMENT AS EVIDENCED BY INSTRUMENT RECORDED MAY 28, 2002 UNDER RECEPTION NO. 2955213. Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 (AFFECTS PARCEL B) 47) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN INTERGOVERNMENTAL AGREEMENT REGARDING SANITATION SERVICE AND BOUNDARIES RECORDED AUGUST 27, 2002 UNDER RECEPTION NO. 2981836. (AFFECTS ALL PARCELS) 48) ANY TAX, LIEN, FEE, OR ASSESSMENT BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE FREDERICK UNDERGROUNDING DISTRICT NO. 1, AS EVIDENCED BY INSTRUMENT RECORDED APRIL 29, 2003, UNDER RECEPTION NO. 3057021. (AFFECTS ALL PARCELS) 49) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN ORDER RECORDED MARCH 27, 2006 UNDER RECEPTION NO. 3373560. (AFFECTS ALL PARCELS) 50) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF AGREEMENT RECORDED APRIL 14, 2006 UNDER RECEPTION NO. 3379489. (AFFECTS PARCEL B) 51) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF SURFACE AGREEMENT RECORDED MARCH 26, 2007 UNDER RECEPTION NO. 3464241. (AFFECTS ALL PARCELS) 52) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE ALTA/ACSM LAND TITLE SURVEY RECORDED APRIL 19, 2007 UNDER RECEPTION NO. 3470054. (AFFECTS ALL PARCELS) 53) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY GRANT RECORDED AUGUST 06, 2007 UNDER RECEPTION NO. 3495208. (AFFECTS PARCEL B) 54) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN REQUEST FOR NOTIFICATION OF PENDING SURFACE DEVELOPMENT RECORDED AUGUST 15, 2007 UNDER RECEPTION NO. 3497279. Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 (AFFECTS PARCEL B) 55) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN REQUEST FOR NOTIFICATION (MINERAL ESTATE OWNER) RECORDED DECEMBER 21, 2007 UNDER RECEPTION NO. 3525268. (AFFECTS ALL PARCELS) 56) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LETTER RECORDED MARCH 10, 2008 UNDER RECEPTION NO. 3540492. (AFFECTS PARCEL A) 57) ANY TAX, LIEN, FEE, OR ASSESSMENT BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE NORTHERN COLORADO WATER CONSERVANCY DISTRICT, AS EVIDENCED BY INSTRUMENT RECORDED SEPTEMBER 29, 2010, UNDER RECEPTION NO. 3721790. (AFFECTS ALL PARCELS) 58) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MINERAL DEEDS RECORDED DECEMBER 28, 2012 UNDER RECEPTION NO. 3899362, 3899363, 3899364 AND 3899365, MARCH 8, 2013 UNDER RECEPTION NO. 3915974 AND FEBRUARY 25, 2014 UNDER RECEPTION NO. 3998262. (AFFECTS ALL PARCELS) 59) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN SURFACE USE AGREEMENT AND EASEMENT AND RIGHT OF WAY GRANT RECORDED JULY 31, 2013 UNDER RECEPTION NO. 3951988, AND AMENDMENT RECORDED DECEMBER 10, 2013 UNDER RECEPTION NO. 3983028. (AFFECTS ALL PARCELS) 60) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN GRANT OF EASEMENT RECORDED MAY 13, 2014 UNDER RECEPTION NO. 4015771. (AFFECTS ALL PARCELS) 61) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY GRANT RECORDED JUNE 03, 2016 UNDER RECEPTION NO. 4208724. (AFFECTS PARCEL A) Land Title Guarantee Company Representing PROPERTY INFORMATION BINDER Order Number: ABC 25148756 Policy Number: PIB25148756.2602605 62) TERMS, CONDITIONS, PROVISIONS, EASEMENT RESTRICTIONS, NOTES, BURDENS AND OBLIGATIONS AS SET FORTH IN MAP OF RECORDED EXEMPTION NO. 1207-24-RE1811 RECORDED JANUARY 22, 1996 UNDER RECEPTION NO. 2478885. (ITEM INTENTIONALLY DELETED) 63) (ITEM INTENTIONALLY DELETED) (THE ABOVE ITEM AFFECTS PARCEL C) 64) (ITEM INTENTIONALLY DELETED) (THE ABOVE ITEM AFFECTS PARCEL C) 65) (ITEM INTENTIONALLY DELETED) (THE ABOVE ITEM AFFECTS PARCEL C) 66) (ITEM INTENTIONALLY DELETED) 67) (ITEM INTENTIONALLY DELETED) (ITEM INTENTIONALLY DELETED) NOTE: THIS BINDER IS NOTA REPORT OR REPRESENTATION AS TO MINERAL INTERESTS, AND SHOULD NOT BE USED, OR RELIED UPON, IN CONNECTION WITH THE NOTICE REQUIREMENTS THAT ARE SET FORTH IN CRS 24-65.5-103. NOTE: THIS BINDER DOES NOT REFLECT THE STATUS OF TITLE TO WATER RIGHTS OR REPRESENTATION OF SAID RIGHTS, RECORDED OR NOT. NOTE: ADDITIONAL UPDATES TO THE EFFECTIVE DATE OF THE BINDER MAY BE REQUESTED BY THE PROPOSED INSURED. ONE UPDATE IS INCLUDED WITH THIS BINDER AT NO ADDITIONAL COST. ANY ADDITIONAL UPDATES WILL BE ISSUED AT THE COST OF $125 PER UPDATE. FOR EACH UPDATE PROVIDED, A REVISED BINDER WILL BE ISSUED SHOWING A NEW EFFECTIVE DATE AND ANY MATTERS RECORDED SINCE THE EFFECTIVE DATE OF THE PREVIOUS BINDER. ZEREN LAND SERVICES OIL AND GAS TITLE P.O. Box 336337 Phone (970) 351-0733 Greeley, CO 80633 Fax (970) 351-0867 LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION (Benson Farms Limited Liability Company Property) Subject Property: Township 3 North, Range 68 West, 6th P.M., Weld County, CO Section 23: The SEX, EXCEPTING THEREFROM the parcels conveyed in Deeds recorded December 13, 1957 in Book 1491 at Page 505, June 8, 2001 under Receptions No. 2856036 and Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the following is a true and accurate list of the names and addresses of the mineral owners and mineral leasehold owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. in the Subject Property based upon the records of the Weld County Assessor and Clerk Recorder as of April 3, 2019 at 7:45 a.m.: Mineral Owners: Anadarko E&P Company LP c/o Anadarko Petroleum Corporation Attn: Manager Land- Western Division P.O. Box 9149 The Woodlands, TX 77387-9147 Anadarko Land Corporation c/o Anadarko Petroleum Corporation Attn: Manager Property & Rights -of -Way P.O. Box 9149 The Woodlands, TX 77387-9147 Dated this 8th day of April, 2019. Mineral Leasehold Owners: Kerr-McGee Oil & Gas Onshore LP Attn: Land Manager/Wattenberg 1099 18th Street, Suite 1500 Denver, CO 80202 PDC Energy 1775 Sherman Street, Suite 3000 Denver, CO 80203 ZER LAND SERVI S By: ;' nthia A. E. Zeren r PL Certified Professional andman #4044 Page 1of2 At the request of LAI Design Group ("Client"), Zeren Land Services, an independent land consulting firm, has prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. Zeren Land Services, searched (i) the records of the Weld County Assessor relating to the Subject Property for persons identified therein as mineral estate owners, and (ii) the records of the Weld County Clerk and Recorder relating to the Subject Property for recorded requests for notification in the form specified in the Surface Development Notification Act. The results of these searches are set forth above in this List of Mineral Owners Entitled to Notice. At the date of the search, the records of the Assessor and the Clerk and Recorder were posted through April 3, 2019 at 7:45 A.M. Zeren Land Services, agreed to prepare this listing for the Client only if the Client agreed that the liability of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services. Zeren Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy, completeness or sufficiency of such listing of mineral estate owners. In the event the listing proves to be inaccurate, incomplete, insufficient or otherwise defective in any way whatsoever or for any reason whatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to Zeren Land Services, for the listing. In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and hold Zeren Land Services, its managers, members and employees, harmless from and against all claims by all persons (including, but not limited to Client) of whatever kind or character arising out of the preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that both the foregoing limitation on liability and foregoing indemnification shall be binding and effective without regard to the cause of the claim, inaccuracy or defect, including, but not limited to, breach of representation, warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of any party (including Zeren Land Services) of any kind or character (regardless of whether the fault or negligence is sole, joint, concurrent, simple or gross). Client's use of this listing evidences Client's acceptance of, and agreement with, this limitation on liability and the indemnification. ZEREN LAND SERVICES Date: April 8, 2019 By: Cynt a A. E. Zeren, as Prdent Page 2 of 2 ZEREN LAND SERVICES OIL AND GAS TITLE P.O. Box 336337 Phone (970) 351-0733 Greeley, CO 80633 Fax (970) 351-0867 LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION (Benson Farms Limited Liability Company Property) Subject Property: Township 3 North, Range 68 West, 6th P.M., Weld County, CO Section 24: Lot B, 2nd Amended Recorded Exemption No. 1207-24-3 2NDAMRE-1811, being a part of the SW% according to that certain map or plat recorded July 3, 2001 under Reception No. 2862592 Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the following is a true and accurate list of the names and addresses of the mineral owners and mineral leasehold owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. in the Subject Property based upon the records of the Weld County Assessor and Clerk Recorder as of April 3, 2019 at 7:45 a.m.: Mineral Owners: Mineral Leasehold Owners: None (entitled to notice) Dated this 8th day of April, 2019. Kerr-McGee Oil & Gas Onshore LP Attn: Land Manager/Wattenberg 1099 18th Street, Suite 1500 Denver, CO 80202 ZER. LAND SERVICES By: ynthia A. E. eren, Certified Professional L1 dman #4044 Page 1of2 At the request of LAI Design Group ("Client"), Zeren Land Services, an independent land consulting firm, has prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. Zeren Land Services, searched (i) the records of the Weld County Assessor relating to the Subject Property for persons identified therein as mineral estate owners, and (ii) the records of the Weld County Clerk and Recorder relating to the Subject Property for recorded requests for notification in the form specified in the Surface Development Notification Act. The results of these searches are set forth above in this List of Mineral Owners Entitled to Notice. At the date of the search, the records of the Assessor and the Clerk and Recorder were posted through April 3, 2019 at 7:45 A.M. Zeren Land Services, agreed to prepare this listing for the Client only if the Client agreed that the liability of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services. Zeren Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy, completeness or sufficiency of such listing of mineral estate owners. In the event the listing proves to be inaccurate, incomplete, insufficient or otherwise defective in any way whatsoever or for any reason whatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to Zeren Land Services, for the listing. In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and hold Zeren Land Services, its managers, members and employees, harmless from and against all claims by all persons (including, but not limited to Client) of whatever kind or character arising out of the preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that both the foregoing limitation on liability and foregoing indemnification shall be binding and effective without regard to the cause of the claim, inaccuracy or defect, including, but not limited to, breach of representation, warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of any party (including Zeren Land Services) of any kind or character (regardless of whether the fault or negligence is sole, joint, concurrent, simple or gross). Client's use of this listing evidences Client's acceptance of, and agreement with, this limitation on liability and the indemnification. ZEREN LAND SERVICES Date: April 8, 2019 By: Cynthi A. E. Zeren, as Pr dent Page 2 of 2 LAI Design Group May 13, 2019 Christopher Kennedy Town of Mead 441 Third Street Mead, Colorado 80542 designers that think like developers Re: Letter of Intent to Annex (#7) - Meadow Ridge Mr. Kennedy, On behalf of Benson Farms LLC, we respectfully submit our Annexation and Zoning Request for Meadow Ridge. The proposed Meadow Ridge is located on the east side of the 1-25 corridor. Colorado State Highway 66 bounds the subject property to the south, Weld County Road (WCR) 9 % to the west, WCR 13 to the east, and WCR 32 to the north. The Meadow Ridge proposal is a 300 -acre master planned community to include single family detached product, open space areas for parks and trail corridors and a general commercial site at a secondary gateway into the Mead community. Ownership Table Parcel Legal Description Owner Owner's Address 1207-23-0-00-011 SE % of Section 23, Township 3 North, Range 68 West of the 6th P.M. except that portion conveyed to the Department of Highways, State of Colorado by Special Warranty Deed recorded in Book 1491, Page 505 Benson Farms Limited Liability Company by Bargain and Sale Deeds dated August 23, 1995, August 17, 1995 and September 18, 1995 530 Holyoke Ct. Ft Collins, Co 80525 1207-24-0-00-004 Lot B, Amended Recorded Exemption No. 1207-24-3-AMRE1811, being a part of the SW 1/4 of Section 24, Township 3 North, Range 68 West of the 6th P.M., Weld County, Colorado, per Map recorded July 3, 2001 as Reception No. 2862592 Benson Farms Limited Liability Company by Special Warranty Deed dated June 15, 2005 530 Holyoke Ct. Ft Collins, Co 80525 1207-24-0-00-009 (Pending Acquisition) Lot A, Amended Recorded Exemption No. 1207-24-3-AMRE1295, being a part of the SW 1/4 of Section 24, Township 3 North, Range 68 West of the 6th P.M., Weld County, Colorado, per Map recorded July 3, 2001 as Reception No. 2862594 William & Kellie S. William A. Barnes and Kellie Sue Barnes by Quit Claim Deed dated October 17, 1995 14013 Weld Co Rd 11 Longmont, Co 80501 Wage CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers Recent communications between the Applicant and Town of Mead Staff, resulted in dialogue shared below that illustrate the Towns' support of Annexation: 1. Large developments usually occur within municipalities, as they tend to stretch the resources (law enforcement, road maintenance, plan review, etc.) of counties, while providing no more tax revenue than the county would normally receive: a. The County Sheriff's Dept. will have to patrol this area and provide code enforcement and animal control services. Mead initiated its own Police Department at the urging of the County Sheriff, so the County would not be burdened by such demands; b. The County will be burdened with maintaining the public ROW within the development, while Town crews are already maintaining other roads in the area; c. The Town's entitlement/permitting process is designed to address urban uses, such as Meadow Ridge, whereas Weld County is set up to deal with more rural uses; 2. Developing this dense, urban subdivision outside of a municipality further complicates the patchwork of jurisdictional boundaries that currently exists between Mead, Firestone and Weld County: a. The property in question is located well within Mead's long-range planning area and is abutted partially on four sides by properties annexed by Mead that have either already been developed or are currently under entitlement/development; b. The exercise will create a residential enclave sandwiched in between two towns but governed by Weld. The result will be a neighborhood that can never be fully integrated into a broader community. c. Developing Meadow Ridge in the County will add to the confusion of the new residents and will further complicate regional coordination efforts between Mead, Firestone, Weld, the state (State Hwy 66), utility providers and fire protection districts, with transportation and law enforcement amongst the most problematic issues; 3. The development proposes some 1,007dwelling units — about 2800 new residents (nearly half the size of Mead's current population), which will create numerous impacts that will burden Town services without providing the usual offsetting taxes and fees: a. Access to the development is proposed from CR 9.5, which is owned by the Town of Mead. Traffic generated by the development would create wear and tear on the road, which Mead maintains; b. The development fronts on State Hwy 66, which is the jurisdiction of CDOT, but has been annexed into the Town and is patrolled by the Mead PD; c. The development would create traffic and wear and tear on other Mead roadways not abutting the development. For example, residents would use St. Vrain Valley schools that are located in the heart of Mead proper; d. Increases in traffic enforcement, particularly around Mead schools, will add significantly to the workload of the Mead Police Department, which will have to further expand to address the off -site impacts of the development; e. Residents are likely to use Mead's numerous park/trail facilities, particularly newer, cutting edge facilities that are currently in planning and development phases (skate park, recreation center, amphitheater, bike park, ball fields); 21Page CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 80112 • Tel 303734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group designers that think like developers f. Residents from the proposed development would inevitably attend Mead's many free events (concerts/movies in the park, festivals, fireworks, etc.) during the summer and other times of year; g. Because of the jurisdictional confusion discussed above, frequent calls from new residents will likely be fielded by Mead Town Hall staff; 4. Because the property abuts Mead's road and other Mead properties, regardless of the application with Weld County, Town staff will have to play a significant role in reviewing the plans for the development (and will be obligated to recover costs): a. Use of CR 9.5 would require Town access permits and maintenance agreements, regardless of the project's annexation status; b. The current sketch plan does not appear to account for connectivity and drainage concerns related to any of the surrounding properties within Mead, which could create health and safety issues; c. As the development moves forward into prelim and final plat, significant coordination will have to occur between Town and County engineers and planners regarding existing traffic and drainage patterns and land use compatibility. This annexation is consistent with the intent of the Town of Meads Comprehensive Plan. It is part of an overall strategic plan to annex lands that encourage compact growth for the vision of Mead. We look forward to working with the Town of Mead to complete this process and deliver a successful Master Planned community. Sincerely, 0-614414V Jennifer Carpenter Associate Principal 3IPage g e CORPORATE OFFICE -88 Inverness Circle East, Building J. Suite 101 Englewood, CO 8013.2 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Landscape Architecture I Real Estate Advisory I Planning & Entitlements I Visual Media www.LAldesigngroup.com LAI Design Group Transmittal SENT TO: Little Thompson Water District Attn. Amber Kauffman 835 E State Highway 56 Berthoud, CO Phone: Fax: Email: CC: x Phone: Fax: SENT BY: Jennifer Carpenter LAI Design Group 88 Inverness Circle East, J-101 Englewood, CO 80112 Phone: 303-734-1777 Fax: 303-734-1778 CC: Project Name: MEADOW RIDGE Project Number: 171038 Subject: MEADOW RIDGE ANNEXATION AND ZONING AMENDMENT Delivery Method: ❑ Courier El US Mail ® Fed Ex El UPS ❑ Other: ORIGINAL COPIES Y (I) LOTHER DATE DESCRIPTION ❑ ❑ ❑ ❑ Zoning Amendment Plans ❑ ❑ ❑ ❑ PUD Plans ❑ ❑ ❑ ❑ Annexation Plan ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El For Approval ❑ As Requested El Progress ❑ As Submitted NOTES: PLEASE CALL OR EMAIL UPON RECEIPT - THANK YOU ® For Review Comment ❑ Record El Per Request of: ❑ Other: CORPORATE OFFICE -88 Inverness Circle East, J-101, Englewood, CO 80112 • Tel 303.734.1777 • Fax 303.734.1778 Architecture I Planning & Entitlements I Real Estate Investment Analysis I Landscape Architecture I Visual Media I www.laidesigngroup.com MEADOW RIDGE ANNEXATION TO THE TOWN OF MEAD LOT A, AMENDED RECORDED EXEMPTION NO. 1207-24-3-AMRE-1295 AND LOT B, 2ND AMENDED RECORDED EXEMPTION N0. 1207-24-3 2ND AMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th P.M., COUNTY OF WELD, STATE OF COLORADO SHEET 1 OF 2 CERTIFICATE OF OWNERSHIP: NOW ALL PERSONS BY THESE PRESENTS THAT BENSON FARMS LLC, A COLORADO LIMITED LIABILITY COMPANY, AND KELLE BARNES, AND THE COLORADO DEPARTMENT OF TRANSPORTATION BEING THE OWNERS OF CERTAIN LANDS IN WELD COUNTY, COLORADO, HAVE HEREWITH PETITIONED THE TOWN OF MEAD FOR DE NN EXATIOi OF THE PROPERTY BEING DESCRBED AS FOLLOWS: PARCEL OF LAND BEING LOT A AMENDED RECORDED EXEMPTION NO. 120]-24-3. AMRE-1295, AND LOT 8, 2X0 AMENDED RECORDED EXEMPTION N0. 1207-24-3, 2ND AMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24, TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE CENTER QUARTER CORNER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND CONSIDERING THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 23, BEING MO UMENTED AS SHOWN HEREON, TO BEAR SOUTH 01T35Y9" EAST, 2646.86 FEET WITH ALL BEARINGS CONTAINED HEREIN BEING RELATIVE THERETO; THENCE NORTH 69'25'17' EAST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 23. A DISTANCE OF 9088 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD 9-1/2 AS DESCRIBED IN THE DEED OF DEDICATION RECORDED AT RECEPTION N0. 2856036 IN THE RECORDS OF THE WELD COUNTY CLERK AND RECORDER, SAID POINT BEING THE POINT OF BEGINNING; THENCE CONTINUING NORTH 69'25'1] EAST ALONG SAID NORTH LINE. A DISTANCE OF 2542.12 FEET TO A POINT BEING THE WEST QUARTER CORNER OF SAID SECTION 24; THENCE NORTH 88'55'43" EAST ALONG THE NORTH UNE OF THE SOUTHWEST QUARTER OF SAID SECTON 24, A DISTANCE OF 2651.05 FEET TO A POINT BONG THE CENTER QUARTER CORNER OF SAID SECTION 24, THENCE SOUTH 05'45'10' EAST ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 1401.03 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF SAID LOT B, THENCE ALONG SAID SOUTHEASTERLY LOT LINE THE FOLLOWING .SEVEN (7) COURSES: I. THENCE SOUTH 30'01]'34" WEST, A DISTANCE OF 53.35 FEET; 2. THENCE SOUTH 31'49'01' WEST. A DISTANCE OF 139.99 FEET: 3. THENCE SOUTH 31'32'45" WEST, A DISTANCE OF I(19.97 FEET: 4. THENCE SOUTH 27'24'26" WEST. A DISTANCE OF 70.43 FEET TO A POINT OF CURVATURE; 5. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 4993.13 FEET, A CENTRAL ANGLE OF 03'3036'. AN ARC LENGTH OF 31896 FEET, THE CHORD OF WHICH BEARS SOUTH 15'25'32' WEST, 31891 FEET TO A POINT OF REVERSE CURVATURE; 8. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS DF 459.49 FEET, A CENTRAL ANGLE OF 3951'41", AN C LENGTH OF 319.67 FEET, THE CHORD OF WHICH BEARS SOUTH 43'3134 WEST. 313.26 FEET TO A POINT OF REVERSE CURVATURE. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 50007 FEET. A CENTRAL ANGLE OF 45'55'25", AN ARC LENGTH OF 433,53 FEET, THE CHORD OF WHICH BEARS SOUTH 38'59'42' WEST. 42077 FEET TO A PONT ON THE NORTHERLY RIGHT OF WAY LINE OF STATE HIGHWAY O6: THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE AND NORTHERLY LINE EXTENDED THE FOLLOWING TWO (2) COURSES: 1. THENCE SOUTH 88'49'40" WEST. A DISTANCE OF 1759.21 FEET, 1. THENCE SOUTH 89'39'19' WEST, A DISTANCE OF 2559.54 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAID WELD COUNTY ROAD 9-1/21 THENCE NORTH 00'5010" WEST ALONG SAID EASTERLY RIGHT OF WAY UNE. A DISTANCE OF 2608.17 FEET TO THE POINT OF BEGINNING, SAID ANNEXATION BOUNDARY CONTAINING A CALCULATED AREA OF 13,080,748 SQUARE FEET OR 300.476 ACRES. MORE 0R LESS. EXECUTED THIS DAY OF 2019. OWNER: BENSON FARMS LLC., A COLORADO LIMITED LIABILITY COMPANY B9 STOW OF COLORADO ) )SS COUNTY OF WELD ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2019 A.O. NY AS OF BENSON FARMS LTC.. A COLORADO LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC MY COMMISSION EXPIRES: EXECUTED THIS DAY OF 2019. OWNER; KELLIE BARNES STATE OF COLORADO ) J. COUNTY OF WELD ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2019 A.D. BY KELLIE BARNES WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC MY COMMISSION EXPIRES: LOCATION VICINITY MAP scALL: - I i00' CERTIFICATE OF OWNERSHIP: (CONTINUEDI EXECUTED THIS OAT OF OWNER: COLORADO DEPARTMENT OF TRANSPORTATION 2019. STATE OF COLORADO COUNTY OF WELD 355 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED. BEFORE ME THIS DAY OF 2019 AD. BY AS OF THE COLORADO DEPARTMENT OF TRANSPORTATION. WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC TITLE COMMITMENT INFORMATION: LANG TITLE GUARANTEE COMPANY ORDER NO. ABC25145T56 DATED MAO 02 2019 WA5 RELIED UPON FOR RECORD INFORMATION REGARDING RIGHTS OF AY, EASEMENTS ANO ENCUMBRANCES THE PROPERLY DESCRIBED IN SAID COMMITMENT IS WHOLLY CONTAINED IN THE PROPERTY TO BE ANNEXED. MT COMMISSION EXPIRES CO TIGUITY: TOTAL PARCEL PERIMETER TO BE ANNEXED 15,046.32 FEET CONTIGUOUS PERIMETER TO THE PRESENT TOWN OF MEAD 6,927.92 FEET MINIMUM ALLOWABLE CONTIGUITY (I/6 TOTAL PERIMETER) 2,508.05 FEET GENERAL NOTES: 2. NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WTHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTON BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THIS ANNEXATION PEAT 00E5 NOT CONSTITUTE A TITLE SEARCH ET CAL CONSULTANTS OP COLORADO, INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTN-OF-QUAY, AND TITLE IF RECORD, CV CONSULTANTS OF COLORADO, INC.0RELIED UPON LAND TITLE GUARANTEE COMPANY PROPERTY INFORMATION zoN9E AORDERT5:00 ABC25148756, IC PIS 25148]56:2602605 ACCORDING 0 PUBLIC RECORDS AS OF ARCH 22, 1 5:00 P.M. ICONSTRUED TO USE LINO SU RVEY F XAON PURPOSES ONLY. IT DOES NOT REPRESENT A SURVEY ANO SHOULD NOT BE CON TRUD0 BANRIIS OF BEARINGS: BEARINGS ARE BASED ON THE WEST UNE OF THE SOUTHEAST OUARTER OF SECTION 23, TOWNSHIP H, RANCE 65 WEST, BEING MONUMENTED AS SHOWN ON SHEET 2, HAVING AN ASSUMED BEARING OF SOUTH 01.05O S. WEST THE LINEAL UNIT USED IN TAE PREPARATION OF THIS PEAR IS THE. U.S. SURVEY FOOT AN DEFINED BT THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STAN0AR05 AWE TECHNOLOGY, SURVEYOR'S CERTIFICATE WILLIAM F. HESSELBACH, JR.. A REGISTERED PROFESSIONAL NAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE ANNEXATION MAP SHOWN HEREON IS CORRECT DELINEATION OF THE DESCRIBED PARCEL OF LAND AND THAT Ai LEAST ON -SIXTH (1/6) OF THE PERIPHERAL BOUNDARY OF SAID PARCEL IS CONTIGUOUS TO THE PRESENT BOUNDARY OF THE TOWN OF MEAD, I FURTHER CERTIFY THAT THIS MAP AND LEGAL DESCRIPTION WERE PREPARED UNDER MY PERSONAL SUPERVISION ON THIS DAY OF , 2019. WILLIAM F. HESSELBACH, JR., P.LS. N0. 25369 FDR AND ON BEHALF OF CVL CONSULTANTS OF COLORADO, INC. PLANNING COMMISSION CERTIFICATE: REVIEWED BY THE MEAD PLANNING COMMISSION THIS DAY OF ATTEST: CHAIRMAN PLANNING COMMISSION SECRETARY CERTIFICATE OF APPROVAL BY THE BOARD OF TRUSTEES: 2019. THIS ANNEXATION MAP OF THE 'MEADOW RIDGE ANNEXATION' TO THE TOWN OF MEAD IS APPROVED AND ACCEPTED BY ORDINANCE NO, PASSED AND ADOPTED AT THE REGULAR (SPECIAL) MEETING OF THE BOARO OF TRUSTEES OF MEAD, COLORADO, HELD ON _ 2D19 AND RECORDED ON —__, 2010 OOLRECEPTION NO. IN TCE RECORDS OF THE CLERK AND RECORDER OF WELD COUNTY, ORA00, BT LHE BOAflO OF TRUSTEES OF MEAD, OLORA00. ATTEST: __ MAYOR TOWN CLERK RECORDER'S CERTIFICATE: THIS ANNEXATION MAP WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF WELD COUNTY. DAY OF _ A 0 2019 AND IS RECORDED IN BOCK N0, __ _ AT PAGE __ —, MAP RECEPTION NO. WELD COUNTY CLERK AND RECORDER DEPUTY ENGINEER/SURVEYOR C►AL COMI.TixT1 10332 E. Cry omxk RX., Suite 240 Englewood, CO Tel (720)4B2.9526 I Fax (720) 4az.954s MEADOW RIDGE ANNEXATION TO THE TOWN OF MEAD LOT A, AMENDED RECORDED EXEMPTION NO. 12O7-24-3-AMRE-1295 AND LOT B, 2ND AMENDED RECORDED EXEMPTION NO. 12O7-24-3 2ND AMRE-1811, BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 24 TOGETHER WITH A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6th P.M., COUNTY OF WELD, STATE OF COLORADO SHEET 2 OF 2 coNoSMTNERGE tPa 2]6294IxxIx9 lam (DO L J SEKICH BUSINESS PARK —ANNEXATION N0.6 REC. NO.02301640 C. N9. 23590]8) NEBO 37-23 MESC 23-23 L J OWNER; MBE, PROPERTIES. LLC N8'25'17°E 2542 OWNER: BENSON FARMS. LLC. (a[c. xa 2e81Ac�)S SE1/4 SEC 23 NO BUILDINGS r COLORADO HWY 66 ANNEXATION NO. 3 TO THE TOWN OF MEAD REC. NO. 02101640 (RicE Ble 93fO1r / (REC NO ] Or 44) _ JL G R-1.1 }/4E J (REERswum) OWNER: COLORADO DEPT. OF TRANSPORTATION L J /4 SE `EL ;. X o.a. snow GROUND WAY GRANT (RENICHT-OF- c. N04203 p, ,3, 1` ) I'I LOTA AMENDED RECORDED EXEMPTION I I 1207-24-3-AMRE-1295 (REC. NO. 2862594) OWNER: KELLIE BARNES 10. ICATICO (RC aN EO. 2231807) I ••' aI I ]90429 AE. D (L J Y-" '5093919 w 2559 51. --- _----/4. n/. COa En • ]o 46748 19 m ALUM. CAP w (BB 98. P9 2731 TOW .CROUND 1 COLORADO HWY 66 ANNEXATION COLORADO HWY 66 ANNEXATION ` NO.3 TO THE TOWN OF MEAD NO.2 TO THE TOWN OF MEAD REC. NO. 02301640 REC. 10.02301640 OWNER, OCORT Lp9MONT. LLC. OWNER: RAN VAC CO. LBC 65'55'43'E 2651.0 LINE. EW1/4 SEC 24 . I/P 0O4461, rOUND 2-12. ALUM. CAP r LOT 6 2ND AMENDED RECORDED EXEMPTION 1207-24-3 2NDAMRE-1181 (REC. Na 2862592) OWNER: BENSON FARMS, LLC. IPOE NE OEIIOE� L COLORADO HWY 66 ANNEXATION NO. 4 TO THE TOWN OF MEAD REC. NO. 02301640 IR 11491. Ps WAY /4. J L WY OK 1531. RIOT AY NE w'11 r 4953.57 (x040 681 r 1- 1 J IE. =LOINS. 2e 3s�j ..843.2.49.V_I759 (BBE"BS. P9 273) CANER, BAREFOOT. LLC. IREC x9. zes6seo) SW1/4 SEC 24 NO BUILDINGS i"1E"a aO �e3M:B»" o- 1 IEEE 40 ZEE LEI 30' PcELINE xo04441r .2x2 3 + m(a c 493) p IEEE.. NE 481) r (PEU NO.a5B1,8» J "°' Vg 53.35' 531'49'01"W 35.99' 169.9 62T24'28'W 20.43 ✓ a g5'32 W CH31091 H & rzMIS 4x0464 .w39'51'41" 016=543'31'34"W L=483.83' R=GOAOT 53'25" CH6=242'W CC1-1=420.77'0.77'0.77' 0401400 STATE 'BM: BE_ _ 1 COLORADO HWY 66 ANNEXATION NO. 4 TO THE TOWN OF MEAD REC. NO. 02301640 IEEE. Na288]ea1]) (H9* A anal) B LEGEND (OS N0TE0)IOM CORNER 01 FOUND NO. 6 6'A6(NO CnP) d. FWNO REBAR 24 2" ALUM. RAP 'LS 209)" QT FOUND REBAR & 1-1/2" ALUM. CAP l5 16606' O4 582ND REBAR & 1-1/2' ALUM CAP ' LLE018LE' Qry EOUNO REBAR & REO PLASTIC CAP PLS 2209)" FOUND REBAR & RED PLASTIC CAP ILLEGIILE' • 5 EOL' Y '1105 PIASIiC CAP " LS 25365) EX. EXISTING R O.W. RIGHT OF WAY CONTIGUOUS AREA 400 ENGINEER/SURVEYOR C1YAL COMULTAM,. p .p�oB0;Rz 6x11,2,9 Tel' (720) 4929626 I FEE. FOEIAEL'E448 DRAINAGE REPORT REVIEW CHECKLIST Project Name: PUDK18-0004 Meadow Ridge (Benson Farms) The purpose of this checklist is to provide the applicant's Engineer a basic list of items that County Staff will review in regards to a drainage report. The drainage design shall meet the requirements of the Weld County Code and commonly accepted engineering practices and methodologies. A detention pond design (or other stormwater mitigation design) is appropriate for projects which have a potential to adversely affect downstream neighbors and public rights -of -way from changes in stormwater runoff as a result of the development project. The design engineer's role is to ensure adjacent property owners are not adversely affected by stormwater runoff created by development of the applicant's property. REPORT ( = complete, ❑ = required) Stamped by PE, scanned electronic PDF acceptable RESPONSE: ADDED �lCertification of Compliance Variance request, if applicable RESPONSE: No variances are requested at this time. Description/Scope of Work Number of acres for the site Methodologies used for drainage report & analysis Design Parameters X Design storm Release rate URBANIZING or NON -URBANIZING Overall post construction site imperviousness Soils types Discuss how the offsite drainage is being routed RESPONSE: ADDED X x x x xl x X Conclusion statement must also include the following: ❑ Indicate that the historical flow patterns and run-off amounts will be maintained in such a manner that it will reasonably preserve the natural character of the area and prevent property damage of the type generally attributed to run-off rate and velocity increases, diversions, concentration and/or unplanned ponding of storm run-off for the 100 -year storm. RESPONSE: ADDED How the project impacts are mitigated. RESPONSE: ADDED Construction Drawings ❑ Drawings stamped by PE, (scanned electronic PDF preferred) RESPONSE: Will be provided with Phase III Drainage Report. (Final Drainage Report) Drainage facilities Outlet details El Spillway RESPONSE: All the outlet structure details will be provided with Phase III Drainage Report. (Final Drainage Report) Maintenance Plan Frequency of onsite inspections ❑ Repairs, if needed Cleaning of sediment and debris from drainage facilities Vegetation maintenance Include manufacturer maintenance specifications, if applicable RESPCNSE: A complete maintenance site plan will be provided with III Drainage Report. (Final Drainage Report) DRAINAGE REPORT REVIEW CHECKLIST Comments: 1. The report references two methods used for calculating the detent requirements for the site. Consider the following: a. CUHP and SWMM are acceptable for obtaining detention volumes. Ensure the ponds are releasing at the 5 -year historic runoff rate required for Urbanizing areas. RESPONSE: UD-Detention spreadsheet is utilized to achieve WQCV and minimum 100 -Year detention volume. CUHP & SWMM methodology is employed to size ponds that releases at historic runoff rates as identified in Regional Storm water Master Plan by Town of Mead 2019. b. The new Urban Drainage "UD-Detention_v3.07" spreadsheet may be used for designing detention volumes, however the full spectrum section is not applicable since it does not follow the 5 -year release requirement for the 100 -year storm. If using the spreadsheet, be aware of the following: RESPONSE: UD-Detention is utilized to achieve WQCV and minimum 100 -Year detention volume. A detailed Outlet structure design will be provided with Final Drainage report using UD-Detention_V3.07. i. The County does not include the EURV in the pond design. RESPONSE: EURV removed. ii. The County does require the WQCV be contained and released within a 40 -hour time period. RESPONSE: Acknowledged. A minimum 12 -Hours WQCV is provided for all ponds to meet UDFCD criteria and release storage facilities per Colorado Revised Statute 37-92-602 (8). iii. The WQCV may be included within the overall detention volume. RESPONSE: Acknowledged. iv. The Urban Drainage "UD-Detention_v3.07" spreadsheet can be used for the design, considering the following: RESPONSE: UD-Detention is utilized to achieve WQCV and minimum 100 -Year detention volume. A detailed Outlet structure design will be provided with Final Drainage report using UD-Detention V3.07. 1. The Routed Hydrograph method be used to size the detention volume. This information is found at the bottom of the "Outlet Structure" tab. 2. The final volume for the pond should be taken from the "Maximum Volume Stored" under the Routed Hydrograph Results section for the 100 -year event. 3. The "Peak Outflow Q (cfs)" for the 100 -year event should match the historic 5 -year release rate allowed. 4. The peak outflow value is adjusted by modifying the circular orifice, restrictor plate or rectangular orifice values located in the User Input section of the "Outlet Structure" tab. 2. Colorado Revised Statute 37-92-602 (8) states that for storm events larger than a 5 -year storm, ponds must continuously release or infiltrate at least 99% of the runoff within 120 -hours. Although the release rate is small using the 5 -year historic runoff value, the infiltration rate can also be included in the 120 -hour drain time calculation. With predominantly Type B soils, draining the pond within the specified time period shouldn't be an issue. If it continues to be a problem, the pond can be graded to a larger footprint with less depth to adhere to the law. Please include the infiltration calculations in the final report. RESPONSE: Release rate identified in Regional Storm water Master Plan by Town of Mead 2019 utilized to size pond. See drainage report for details. 3. When checking the CUHP calculations, the Cp value appears to have had a correction factor applied to it. Feel free to correct me if I'm wrong. If it has been applied, provide justification of what correction factor was used and the justification of why. To my knowledge a correction factor is applied for calibration only if there is a "reliable rainfall -runoff data for a study catchment" (UDFCD). RESPONSE: No correction factors are applied at this time. Please review electronic files enclosed in this submittal. DRAINAGE REPORT REVIEW CHECKLIST 4. When calculating the weighted C value for the proposed site, please model the pond water surface area using a 100% impervious value. RESPONSE: Weighted C values updated. 5. Realizing this is a conceptual report, please provide all swale, culvert, inlet, riprap and other drainage facility calculations in the final report submittal. RESPONSE: Conceptual sizes and location for swales are identified in this report. 6. Once the revised design and drainage report have been submitted, the County may provide additional comments in addition to the ones listed above. Depending on the complexity of the changes made, a full 28 -day review period may be required. RESPONSE: Acknowledged. 7. Please provide a written response on how the above comments have been addressed when resubmitting the drainage report. Thank -you. 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. REMAINDER RETAINED ELECTRONICALLY IN TYLER. MEADOW RIDGE PHASE I DRAINAGE REPORT Prepared for Developer: BRADBURY PROPERTIES INC Contact: Stephanie Stewart 9830 Station Street # 500 Lone Tree, CO 80124 720-599-3580 Prepared by Engineer: CVL Consultants of Colorado, Inc. Contact: Eric Weis, P.E., CFM 10333 E. Dry Creek Road, Suite 240 Englewood, CO 80112 (720) 482-9526 CVL PROJECT NO. 8130299602 Submitted To: Town of Mead / Weld County May 2019 10333 E. Dry Creek Road, Suite 240 Englewood, Colorado 80112 www.cvlinc.net 720.482.9526 MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS Contents I . II. 1. 2. III.. 1. 2. 1. 1. 2. 1. 2. VII 1. 2. INTRODUCTION ...................„ate .* 4 GENERAL LOCATION AND DESCRIPTION ... 4 SiteLocation.,,.,0.., ,0..,..14,E**19,.,•e,......f..,.,•..,........,M,.90..,..i...f.,,. 1000,M, 04 se yeses o.e, 4 Dese-ription of Property...........................u,...,.,.,e,.......,.,,.,..........,.,.,.,.,..,......,..,104090,u,...,.,,,e,.......Y DRAINAGEBASINS ..............4.4...,...,.....4...,.,...,..1,..0..4.4..0,.....4...,.,..0.....04.4...,...,0....40..,.,..0,0.1,.. 0..,.,..0,.....4.0 Major Basin Description 4 .. 0 . 0 ... 0 . 0 0 P ..90404 0 . 0 .. 4 0 I. , 01 .. 0 , .. ► , .. * .••• 1 ... , .. 0 0 ••••••••10004•••••••••• 199 0•04 0 . 0 .. 4 0 I. , 01 .. 0 , .. ► , .. * .••• 1...,.. 0 0 . 4 0 Sub -Basin Descrlptlon..,.4.,1,.. 4.0, .,...,0.04.40..,0...0,0.0,..0..,.4..0,..0..40..,0,..0,0.0,0.0.000...0.0....40.►,0,.,.,.,.,.,.,.,.,.,.,.,.,.,. IV. DRAINAGE FACILITY DESIGN.....4...,.,...,..1..................4...,.,...ERROR! BOOKMARK NOT DEFINED. GeneralConcept .........1.,.4...4......./...,...,0....4...,00..0,0.0,..0.!PO 04..0,..0..40..,0,..0,0.0,..0....,0.000....40................................9 V. DRAINAGE PLAN ...................................................4..0,.....4...,.,...ERRI R, BOOKMARK NOT DEFINED. GeneralConcept ......000..,0,..040.0.04040..,..0,0.0..40..,04..0,0.0,..0..,.4..0,..0..40..,0,..040.0..4040..,..0,0.0..40.40.............................* `{��1. f� Details Specific Det€tils 0..,..0..4...,.,..040.0.0.000..,..0,0.0..40..,0,..0,0.►,0.0..,04..0,..0..40..,0,..040.0.0.0.0..,...,0.0..40..,0,..0,0.►,0.0..,04..0,0.0.0 SUMMARY.,.901.1 1010,,.,.............,.,.,.,.,.,.,.,.,.,.,.,.,...,.,.,.,.,...,.,.,.,,,.,.,.,.,.,.,.,.,.,.,.,.,.11 Compliancewith St..im ar s..,.,...,.,.,9',.,.,.,.,.,.,,.,.,.,.,.,.,.,.,.,.,.,...,.,...,.,.,*.,.,...,.,.,.,.,.,.,.,.,.,.,,.,.,.,.,.,.,. 1 1 Summary of Concept VIII. REFERENCES ...,0.0..40*WO .,..040.0.0.00...,..0,0.0..40..,0,..0,0.0,0.0..,0...0,..0..400.,0,..040.0.0.00...,...,0.0..40..,.,...,.,04.....40...040,.4.12 I. APPENDICES.... 0000000000000 oo o *OPM o 010 000000 00 oo 0•1•1•1•101 oo • o •••••••• 00000 *MOW o • 000000000 oo 9090104 oo 01 o 40 oo 00401010904 oo • o •••••••• oo o A. EXCERPT/SC, DESIGN SUMMARY ....................................................................................................13 1. VICINITY MAP ... _ _'....,........,,.....,.........,.'.....................,........,,.'..sago....,...,.,...,.........,.....,010..4..,.......,..... 13 2, SOIL REPORT 13 3. FEMA FIRM PANEL 13 4. USEWS WETLANDS MAC ......13 5. WELD COUNTY FIGURES, TABLES & GRAPHS 13 B. HYDROLOGIC & HYDRAULIC COMPUTATION 13 1. PROPOSED COMPOSITE BASIN IMPERVIOUSNESS CALCULATIONS 13 2. PROPOSED CUHP/SWMM 13 3, POND SIZING 13 4. UD DETENTION SPREADSHEETS 13 C. DRAINAGE MAP 13 PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CRNSULTANT$ Engineer's Certification "I hereby certify that this Phase I Drainage Report for the design of Meadow Ridge was prepared by me (or under my direct supervision) in accordance with the provisions of the Weld County Article II -Storm Drainage Criteria for the owners thereof. I understand that the Weld County does not and will not assume liability for drainage facilities designed by others, including the designs presented in this report." Eric Weis Registered Professional Engineer State of Colorado No. 39870 PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS I. INTRODUCTION This report is being prepared in support for the Meadow Ridge development, a comprehensive planned mixed residential, commercial, industrial, and oil & gas site proposed in the town of Mead, Weld County. The purpose of this report is to provide a guide to the Weld County, and the developer to review the feasibility and design characteristics of the proposed Meadow Ridge development with regard to the storm water and drainage. The content of this report is an overview of future drainage requirements at a conceptual level. II. GENERAL LOCATION AND DESCRIPTION 1. Site Location The Meadow Ridge property is located in the southeast quarter of Section 23 and the southwest quarter of Section 24, Township 3 North, Range 68 Westof the 6th Principal Meridian, Weld County, Colorado. More generally, the site occupies approximately two quarter sections along Highway 66 east of Weld County Road 9 '/. There is no road bordering the site on the east side or north side. The West boundary of the site lies approximately half a mile to the East of Interstate 25. Figure 1 shows the vicinity of the project, and a more detailed vicinity map is provided in Appendix A. Figure 1 : Vicinity Map PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS 2. Description of Property The Meadow Ridge Property consists of approximately 298 acres and is currently undeveloped agricultural land with small agricultural vegetation. The site has a ridge from east to west through the middle of the site. Historic drainage north of the ridge flows northeast away from the ridge and historic drainage south of the ridge flows to the southeast. The proposed drainage will maintain the ridge through the middle of the site and drain to the same directions as the historic flow. This site is within the East of Saint Vrain Creek, Diamond Reservoir & Lake Thomas Basin watersheds. The existing site generally has slopes between 1 and 2%. The overall site is bounded on the West by Weld County Road 9 'A and on the South by Highway 66. There is un-platted agricultural land to the North and East of the property. Across WCR 9 '/A to the West is Industrial Mixed -Use land. The majority of the land surrounding Meadow Ridge is undeveloped, agricultural land. Three existing irrigation ditches are located along the borders of the Meadow Ridge Property. None of the storm water flows from the Meadow Ridge development will enter the irrigation ditches as outlined in Weld County Criteria (reference 1). Please refer to the Drainage Map in Appendix C to see the locations of the following irrigation ditches and culverts. Irrigation Ditch 1 comes from Foster Reservoir, across 1-25 to the southwest and flows onsite from the south through a culvert under highway 66 and runs along the curvy southeast border of the site, then north along the east edge of the property line for about 430 ft and then takes a 90 degree turn towards the east away from the property. Irrigation Ditch 2 runs along the southern edge of the property, passing under the two existing dirt roads through Existing Culverts 1 and 2. Then it crosses over Irrigation Ditch 1 and the property boundary at the southeast corner of the site through elevated Existing Culvert 3. This flow enters a existing pond on the east side of Irrigation Ditch 1. Irrigation Ditch 3 comes from the northwest and turns parallel to the north property line in between Ponds B and C. It then runs east along the north edge of the site and away from the property. The majority of the site is used for farming, and is accordingly covered with differenttypes of crops, depending on the time of year. There are a fewexisting oil and gas sites located on the property. A drainage map is provided in Appendix C that shows future land use of the site. Based on information provided in the USDA's Web Soil Survey (Reference 3), there are two soil types on the property. On the majority of the site the soil group is classified as Wiley -Colby complex, 1 to 3 percent slopes and 3 to 5 percent slopes (hydrologic soil group B). Around the edges of the site there are a few pockets of hydrologic soil group C. These are Nunn clay loam, 1 to 3 percent slopes and Weld loam, 0 to 1 percent slopes and I to 3 percent slopes. The hydrologic soil group B soils make up 82.4% of the Meadow Ridgesite. The soil report with a soil map is provided in Appendix A. The majority of area within Meadow Ridge is currently planned to be single family residential area. The eastern quarter of the property has proposed commercial, light industrial, and multi -family residential areas. Refer to the Drainage Map in Appendix C to see the proposed land uses across the site. PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, iNC MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS III. DRAINAGE BASINS 1. Major Basin Description Three major drainage basins have been identified for this study from Town of Mead Stormwater Master Plan [Ref: 5]. Proposed grading will follow the drainage patterns set forth by Master Plan [Ref: 5]. Major basin description are as follows: LAKE THOMAS DRAINAGE BASIN The Lake Thomas Basin (LTB) is located east of 1-25 and drains from west to east into Lake Thomas. The lake is located west of CR13 and north of CR32. Outflows from the lake will continue to the east under CR13 and into Diamond Reservoir Basin that eventually drains into St. Vrain Creek. Northwest portion of Meadow Ridge property is located within Basin 11 (LTB 11) of Lake Thomas Basin. Limited by downstream infrastructure, LTB 11 can have developed runoff rate of 0.07 cfs/acre. DIAMOND RESERVOIR DRAINAGE BASIN The Diamond Reservoir Basin is located east of 1-25 and drains from east to west into the Diamond Reservoir. The reservoir is located south of CR34 and west of CR17. Outflow from the Reservoir will continue to the east under CR17 and into the St. Vrain Creek. Northeast portion of Meadow Ridge property is located within Basin 18 (DRB 15) of Lake Thomas Basin. Limited by downstream infrastructure, DRB 15 can have developed runoff rate of 0.16 cfs/acre. EAST ST. VRAIN CREEK DRAINAGE B►SIN The East St. Vrain Creek Basin is located east of 1-25 and drains from north to south into the Barefoot Lakes. The barefoot lakes are located south of Cr28 and east of 1-25. Outflow from the lakes will continue to the south and into the St. Vrain Creek. Southern portion of Meadow Ridge property is located within Basin 21 (ESVCB21) of East St. Vrain Creek Basin. Limited by downstream infrastructure, ESVCB21 can have developed runoff rate of 0.22 cfs/acre. 2. Sub -Basin Description 9 minor basins have been identified in this study. Basin A l , A2, A3, A4, B 1, B2, B3 drains to Pond A, B, C, D, E, F &G respectively. Basin B4 & B5 drains to Pond H. Detained flow from the ponds are released to proposed outfall locations. Storm water from the Meadow Ridge site is discharged at release rates identified in Town of Mead Stormwater master plan [Ref: 5]. PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS Minor basin descriptions are as follows: BASIN Al Basin Al is located in the northwest corner of the site and is a tributary to Lake Thomas Basin (LTB1 1). It generally consists of single-family lots, local roads, and a commercial site. Flow from Basin drains northeast to Detention Pond A. Pond A discharges the flow to the Outlet 1 where a level spreader will be provided to avoid any point discharge. Pond A have a Qioo of 1.15 cfs. BASIN A2 Basin A2 is in the central north portion of the site and is a tributary to Diamond Reservoir Basin (DRB 18). Basin A2 generally consists of single-family lots, local roads and oil & gas site. Flow from Basin A2 drains northeast to Detention Pond B. Detained flow from Pond B will be released to the proposed pipe P1 running along the north property line. The north pipe directs flow to the northeast corner of the site where it joins Pond D outfall at Outlet 2. Pond B have a Qioo of 10.02 cfs. BASIN A3 Basin A3 is in the central north portion of the site and is a tributary to Diamond Reservoir Basin (DRBI 8). Basin A3 generally consists of single-family lots, local roads, an oil and gas well pad and open space. Flow from Basin A3 drains northeast to Detention Pond C. Detained flow from Pond C will be released to the proposed pipe P2 running along the north property line. The north pipe directs flow to the northeast corner of the site where it joins Pond D outfall at Outlet 2. Pond C have a'Qio0 of 4.93 cfs. BASIN A4 Basin A4 is in the northeast corner of the site and is a tributary to Diamond Reservoir Basin (DRB1 8). Basin A4 generally consists of single-family lots, local roads, an oil and gas well pad and open space. Flow from Basin A4 drains northeast to Detention Pond D. Detained flow from Pond D will be released to Outlet 2 where it will be piped to adjacent development to continue existing drainage pattern. Pond D have a Qioo of 5.77 cfs. BASIN B1 Basin Bi is in the southwest corner of the site and is a tributary to St. Vrain Creek Basin (ESVCB21). Basin B1 generally consists of commercial buildings and local roads. Flow from Basin B1 drains southeast to Detention Pond E. Detained flow from Pond E will be released to the proposed pipe P3 running along the south property line. The pipe directs flow to Outlet 3. Pond D have a Qioo of 2.99 cfs. BASIN B2 Basin B2 is in the southwestern portion of the site and is a tributary to St. Vrain Creek Basin (ESVCB21). Basin B2 generally consists of single family lots, local roads, and a portion of an oil and gas well pad. Flow from Basin B2 drains southeast to Detention Pond F. Detained flow from Pond F will be released to the proposed pipe P4 running along the south property line. The pipe directs flow to Outlet 3. Pond F have a Qioo of 5.78 cfs. PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS BASIN B3 Basin B3 is in the central south portion of the site and is a tributary to St. Vrain Creek Basin (ESVCB21). Basin B3 generally consists of single-family lots, local roads, and an oil and gas well pad. Flow from Basin B3 drains southeast to Detention Pond G. Detained flow from Pond G will be released to the proposed pipe P5 running along the south property line. The pipe directs flow to Outlet 3. Pond G have a Qioo of 9.44 cfs. BASIN B4 Basin B4 is in the central south portion of the site and is a tributary to St. Vrain Creek Basin (ESVCB21). Basin B4 generally consists of single-family lots, local roads, open space and an oil and gas well pad. Flow from Basin B4 is piped to Pond Ii. BASIN B5 Basin B5 is in the southeast corner of the site and is a tributary to St. Train Creek Basin (ESVCB21). Basin B5 generally consists of single-family lots and local roads. Flow from Basin B5 drains to the south to Detention Pond H. Detained flow from Pond H will be piped to roadside ditch along Highway 66 then to a 48" CRP under highway 6 . Pond H have a Qioo of 15.43 cfs. Minor basins will be further divided into sub -basins in the Phase III Drainage Report to facilitate design of the local storm sewer system Table 1: Developed Basin Peak Flow Summary PROPOSED BASIN SUMMARY TABLE BASIN AREA IMPERVIOUSNESS FLOW Q2 FLOW Q5 FLOW Q10 FLOW Q100 ID (AC) (%) (CFS) (CFS) (CFS) (CFS) Al 16.42 80.17 10.33 14.38 18.80 45.81 A2 62.62 95.94 61.25 83.06 104.28 229.16 N3 30.84 57.69 13.92 20.15 28.82 82.83 A4 36.07 57A7 14.68 21.14 30.14 88.65 B1 13.60 95.38 10.58 14.41 18.13 40.38 B2 26.26 73.64 17.57 24.76 33.04 83.09 B3 42.92 56.66 19.42 28.25 40.38 117.78 B4 43.59 55.00 17.43 25.10 36.36 109.48 B5 26.55 50.3() 12.02 17.78 26.53 80.29 PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL Ct NSULTANT5 Table 2: Existing Basin Peak Flow Summary EXISTING BASIN SUMMARY TABLE BASIN AREA IMPERVIOUSNESS FLOW Q2 FLOW Q5 FLOW Q10 FLOW Q100 (AC) (o/%) (CFS) (CFS) (CFS) (CFS) ID Al 16.42 2.00 0.08 0.16 1.83 16.08 A2 62.62 2.00 0.39 0.74 8.95 74.27 A3 30.84 2.00 0.20 0.53 4.84 37.70 A4 36.07 2.00 0.21 0.71 5.02 39.02 131 13.60 2.00 0.06 0.12 1.43 12.68 B2 26.26 2.00 0.18 0.83 4.44 32.05 133 42.92 2.00 0.29 0.55 6.69 54.43 134 43.59 2.00 0.27 0.76 6.33 49.80 B5 26.55 2.00 0.23 0.99 5.75 40.52 IV. DRAINAGE FACILITY DESIGN 1. General Concept The entire Meadow Ridge project is located within the Saint gain Creek Drainage Basin. There is no existing drainageway located within the vicinity of the site. Flows from the site are discharged at allowable release rates identified by the Town of Mead Stormwater Master Plan. The general concept for grading and storm system design of the future development will be to follow the historic flows as much as possible. Flows north of the ridge will drain northeast and flows south of the ridge will drain southeast, as they have historically. Since impervious areas will increase due to construction of streets, residential and commercial areas, detention ponds will be provided on site to maintain allowable release rates. Detention Ponds will detain the developed runoff from the site and release it at allowable rates to mitigate downstream impacts. All ponds will provide minimum 40 -Hours Water Quality as specified in Urban Storm Drainage Criteria Manual (USDCM, Reference 2). V. DRAINAGE PLAN General Concept The development of Meadow Ridge will require private and public drainage improvements for the safe collection and conveyance of storm water runoff All public drainage improvements will meet the requirements of WeldCounty, Town of Mead and UDFCD as directed. Runoff within proposed areas will initially be carried in the curb and gutter of the streets. The street conveyance will be augmented with storm sewer systems where street flow capacities are exceeded. Storm sewer networks will convey runoff to proposed detention facilities that will provide WQCV and 100 Year Detention. PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CDNSULTANTS 2. Specific Details a) Culverts and Storm Crossing Three existing irrigation ditches are located along the borders of the Meadow Ridge Property. None of the storm water flows from the Meadow Ridge development will enter the Irrigation ditches as outlined in Weld County Criteria (reference 1). Please refer to the Drainage Map in Appendix C to see the locations of the following irrigation ditches and culverts. Irrigation Ditch 1 comes from Foster Reservoir, across I-25 to the southwest and flows onsite from the south through a culvert under highway 66 and runs along the curvy southeast border of the site, then north along the east edge of the property line for about 430 ft and then takes a 90 degree turn towards the east away from the property. Irrigation Ditch 2 runs along the southern edge of the property, passing under the two existing dirt roads through Existing Culverts 1 and 2. Then it crosses over Irrigation Ditch 1 and the property boundary at the southeast corner of the site through elevated Existing Culvert 3. This flow enters a existing pond on the east side of Irrigation Ditch 1. Irrigation Ditch 3 comes from the northwest and turns parallel to the north property line in between Ponds B and C. It then runs east along the north edge of the site and away from the property. Three existing culvert crossings are located on irrigation ditch 2. b) Offsite Drainage There are no off -site basins currently draining to the Meadow Ridge property. c) Outfall Protection The project will have no negative impact on downstream area. A detail outfall protection plan will be presentin final drainage report. d) Detention Pond Eight detention ponds are proposed on site. All ponds provide WQCV and 100 Year detention. UDFCD's UD-Detention spreadsheet was used to calculate WQCV and minimum detention volumes. The Town of Mead Stormwater Master Plan is used to identify release rate for each watershed. CUI-IP/SWMM was used to size ponds. The CUHP/SWMM results are provided in Appendix B. Table 3: Allowable Release Rates ALLOWABLE RLEASE RATES WATERSHED DISCHARGE ID Q100 (CFS/AC) Lake Thomas 0.07 Diamond Reservoir 0.16 East St. Vrain Creek 0.22 PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS Table 4: Detention Pond Volumes DETENTION P ONDS POND IAWATERSHED IMPERVIOUSNESS WQCV DETENTION VOLUME V100 DESIGN DISCHARGE POND DRAIN TRIBUTARY AREA TIME ID (ID) (%) (AC -FT) (AC -FT) CFS (HOURS) POND A Lake Thomas 16.42 80.17 0.36 3.42 1.15 90.72 POND B Diamond Reservoir 62.62 95.94 1.91 13.51 10.02 61.06 POND C Diamond Reservoir 30.84 57.69 0.47 5.34 4.93 58.97 POND D Diamond Reservoir 36.07 57.47 0.55 6.25 5.77 59.21 POND E St. grain 13.60 95.38 0.41 2.81 2.99 55.23 POND F St. Vrain 26.26 73.64 0.52 4.86 5.78 54.74 POND Ci St. Vrai n 42.92 56.66 0.65 7.09 9.44 53.91 POND 11 St. Vrahi 70.14 3.22 1.01 11.42 15.43 51.55 VI. SUMMARY 1. Compliance with Standards This study is in compliance with the Weld County, Town of Mead and UDFCD! storm drainage design criteria (References 1 and 2). The proposed Meadow Ridge development drainage facilities will minimize adverse impacts created by the quantity or quality of storm water generated by this development. 2. Variance Request No variances are requested at this time. 3. Summary of Concept The Meadow Ridge property consists of residential, multifamily, industrial, oil and gas and commercial development. This report summarizes existing drainage patterns and provides an outline for the future storm network. Eight ponds have been proposed on site that provide 100 -year detention and WQCV. Historical flow patterns and run-off amounts will be maintained in such a manner that it will reasonably preserve the natural character of the area and prevent property damage of the type generally attributed to run-off rate and velocity increases, diversions, concentrations and unplanned ponding of storm run-off for the 100 -year storm. This report is in compliance with standards set forth by Weld County (Reference 1) and the USDCM (Reference 2) and Town of Mead (Reference 5). PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CctNSULTANTS VII. REFERENCES 1. Weld County Engineering and Construction Guidelines, July 2017 edition 2. Urban Storm Drainage Criteria Manual. Volumes 1-3, Urban Drainage and Peak shaving District, Volumes 1 &. 2 - Originally Published September 1969, Volume 1 revised March 2017, Volume 2 revised September 2017, Volume 3 revised 2010 with individual sections updated November 2015. 3. Unites States Department of Agriculture, Natural Resources Conservation Service, National Cooperative Soil Survey, Web soil Survey, Weld County. Colorado, accessed April, 2018. 4. FIRM, Flood Insurance Rate Map, Town of Castle Rock, Colorado, map number 0 035C0303G 08035C0284G, Federal Emergency Management Agency, March 16, 2016 5. Town of Mead Stormwater Master Plan, September 2018. PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS VIII. APPENDICES A. EXCERPTS & DESIGN SUMMARY 1. Vicinity Map 7. Soil Report 3. FE MA FIRM Panel 4. USFWS Wetlands Map 5. Weld County Figures, Tables & Graphs B. HYDROLOGIC & HYDRAULIC COMPUTATION 1. Proposed Composite Basin Imperviousness Calculations 2. Proposed CUHP/SWMM 3. Pond Sizing 4. UD Detention Spreadsheets C. DRAINAGE MAP PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC MEADOW RIDGE Weld County, Colorado I CVLI CONSULTANTS APPENDIX A Vicinity Map Soil Report FEMA FIRM Panel USFWS Wetlands Map Weld County Figures, Tables & Graphs PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC -5t ' 4 p,N,,c rn n� ca 1 J'1 „'.. ' win : •I .104/1.111.1011;." 40° 12' 49" N 40° 12'9"N 1 1 50240D ivis tomuditit 711 - fait $ r m p r . I:W r I 50400 co tn ri 502800 l"soil Map may not be valid at this scale. 502600 502800 Hydrologic Soil Group ---Weld County, Colorado, Southern Part 503000 503000 Map Scat: 1:8,750 W printed on A landscape (11" x 8.5") sheet. Meters } 100 200 400 600 503200 505200 Feet 0 400 800 1600 2400 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WG584 s A 5034'00 503400 e 503600 503600 506800 503800 5D4000 50100D 5D42a0 I 504200 104° 56' 57' VQ tin via 40° 12' 490N 40° 12' 9" N USDA Natural Resources a Conservation Service Web Sdi6Survey National Cooperative Soil Survey 4/23/2018 Page 1 of 4 Hydrologic Soil Group —Weld County, Colorado, Southern Part MAP LEGEND Area of Interest (AOI) O C Area of Interest (AOl) Soi is Soil Rating Polygons n A I A/D B B/0 C C{0 0 Not rated or not available Soil Rating Lines �y A ,duto A/D B plows BID r 0 C ,�• C!D D • Not rated or not available Soil Rating Points 0 0 ■ ■ A AID B B/0 0 CiD 0 0 Not rated or not available Water Features Streams and Canals Transportation . Rails sarao Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 16, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Sep 20, 2015 —Oct 15, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources a Conservation Service Web SdiYSu rvey National Cooperative Soil Survey 4/23/2018 Page 2 of 4 Hydrologic Soil Group —Weld County, Colorado, Southern Part Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 42 Nunn clay loam, percent slopes 1 to 3 C 31.2 10.2% 78 Weld loam, 0 percent slopes to 1 C 7.9 2.6% 79 Weld loam, 1 percent slopes to 3 C 14.9 4.9% 82 Wiley -Colby to 3 complex, percent slopes 1 B 242.9 79.2% 83 Wiley -Colby to 5 complex, percent slopes 3 B 9.9 3.2% Totals for Area of Interest 306.8 100.0% USDA Natural Resources Web Soil Survey r Conservation Service National Cooperative Soil Survey 4/23/2018 Page 3 of 4 18 Hydrologic Soil Group —Weld County, Colorado, Southern Part Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, BID, and CID). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie -break Rule: Higher USDA Natural Resources Web Soil Survey r Conservation Service National Cooperative Soil Survey 4/23/2018 Page 4 of 4 19 40° 17 49" N 40° 12' 9" N r ad i5 �rl 502400 :z: rers- a • r" —L v ,y�eta(n -tiket' Spf•pr.i3 ' - e ♦JIfLL )i) 502800 -Soil Map may not be valid at this scale. Ma 502400 rl Co '1J N K Factor, Whole Soil Weld County, Colorado, Southern Part 503000 i Map Scale: 1:8,750 if printed on A landscape (i.1" x 8.5") sheet. 0 ..y*wyl, 200 ��\(��/\�j r��AMeters 1 00 (X 0 Feet 0 400 800 1000 2400 Map projection: Web Mercator Comer coordinates: WG584 Edge tics: LfTT I Zone 13N WG584 503200 508400 508600 .., 508800 504000 N 15 rl 504200 502600 502800 503000 503200 503400 503600 503600 501200 40° 12' 49" N 400 12' 9" N USDA Natural Resources SEE Conservation Service Web SSurveyr National Cooperative Soil Survey 4/23/2018 Page 1 of 3 K Factor, Whole Soil Weld County, Colorado, Southern Part Area of Interest (A01) Area of Interest (AOl) Soils Soil Rating Polygons I .02 . 05 . 10 . 15 . 17 . 20 . 24 . 28 . 32 . 37 . 43 . 49 . 55 . 64 Not rated or not available Soil Rating Lines 04,00 . 02 . 05 MAP LEGEND ✓ 0 .24 ✓ 0 .28 ✓ 0 .32 . 37 . 43 osibon .49 ONO .55 - .64 • 0 Not rated or not available Soil Rating Points .02 El 0 0 0 0 0 0 0 0 0 . 10 • ✓ 0 .15 ✓ 0 .17 0 0 .20 ■ ■ 0 MAP INFORMATION Streams and Canals The soil surveys that comprise your AOI were mapped at 1:24,000. Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) ▪ 05 Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts . 10 distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data .20 as of the version date(s) listed below. . 24 Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 16, Oct 10, 2017 . 15 . 17 . 28 . 32 . 37 . 43 . 49 . 55 . 64 Not rated or not available Water Features Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Sep 20, 2015 —Oct 15, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources a Conservation Service Web Soil Survey National Cooperative Soil Survey 4/23/2018 Page 2 of 3 K Factor, Whole Soil Weld County, Colorado, Southern Part K Factor, Whole Soil Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 42 Nunn clay loam, percent slopes 1 to 3 .28 31.2 10.2% 78 Weld loam, 0 percent slopes to 1 .43 7.9 2.6% 79 Weld loam, 1 percent slopes to 3 A3 14.9 4.9% 82 Wiley -Colby to 3 complex, percent slopes 1 .43 242.9 79.2% 83 Wiley -Colby to 5 complex, percent slopes 3 .43 9.9 3.2% Totals for Area of Interest 306.8 100.0% Description Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (U LE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter and on soil structure and saturated hydraulic conductivity (Ksat) . Values of K range from 0.02 to 0.69. Other factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. "Erosion factor Kw (whole soil)" indicates the erodibility of the whole soil. The estimates are modified by the presence of rock fragments. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff None Specified Tie -break Rule: Higher Layer Options (Horizon Aggregation Method): Surface Layer (Not applicable) USDA Natural Resources Web Soil Survey r Conservation Service National Cooperative Soil Survey 4/23/2018 Page 3 of 3 22 40° 12' 49" N 40° 12 7" N 104° 58'19"W T � r 5O25OO 5O27OO U Saturated Hydraulic Conductivity (Ksat)--Weld County, Colorado, Southern Part 5329OO 5:61 OD Map Scale: 1:8,960 if printed on A landscape (11" x 8.5") sheet. Meters 0 100 200 400 600 5O33OO Feet 0 400 800 1600 2400 Map projection: Web Mercator Corner coordinates: WG584 Edge tics: UTM Zone 13N WG584 502503 5O27OO 5O290O 5O31OO 3.300 5O35OO 5O37OO 5O390O 5O41OO 5O430O 5O37OO 390D 5O41OO 5O430O 104° 56' 56" W 1040 56' 56" W 4.0° 12' 49" N 4.0° 177"N USDA Natural Resources a Conservation Service Web Soil Survey National Cooperative Soil Survey 10/23/2018 Page 1of3 Saturated Hydraulic Conductivity (Ksat)--Weld County, Colorado, Southern Part MAP LEGEND Area of Interest (AOI) Area of Interest (AOl) Soi is Soil Rating Polygons I <= 2.4352 I > 2.4352 and <= 9.0000 > 9.0000 and <= 13.2253 Not rated or not available Soil Rating Lines a 2.4352 r 0 > 2.4352 and <= 9.0000 ,,•,�,,� > 9.0000 and <= 13.2253 Ai Not rated or not available Soil Rating Points ■ • c= 2.4352 > 2.4352 and <= 9.0000 > 9.0000 and <= 13.2253 Not rated or not available Water Features Streams and Canals Transportation I I Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP IN FORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 17, Sep 10, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Sep 20, 2015 —Oct 21, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources a Conservation Service Web Soil Survey National Cooperative Soil Survey 10/23/2018 Page 2 of 3 Saturated Hydraulic Conductivity (Ksat) Weld County, Colorado, Southern Part Saturated Hydraulic Conductivity (Ksat) Map unit symbol Map unit name Rating (micrometers per second) Acres in AOI Percent of AOI 42 Nunn clay loam, percent slopes 1 to 3 2.4352 50.0 15.1% 78 Weld loam, 0 percent slopes to 1 13.2253 9.2 2.8% 79 Weld loam, 1 percent slopes to 3 13.2253 13.0 3.9% 82 Wiley -Colby to 3 complex, percent slopes 1 9.0000 248.2 74.8% 83 Wiley -Colby to 5 complex, percent slopes 3 9.0000 11.5 3.5% Totals for Area of Interest 331.9 100.0% Description Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a saturated soil transmit water. The estimates are expressed in terms of micrometers per second. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Saturated hydraulic conductivity is considered in the design of soil drainage systems and septic tank absorption fields. For each soil layer, this attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. The numeric Ksat values have been grouped according to standard Ksat class limits. Rating Options Units of Measure: micrometers per second Aggregation Method: Dominant Component Component Percent Cutoff: None Specified Tie -break Rule: Fastest Interpret Nulls as Zero: No Layer Options (Horizon Aggregation Method): All Layers (Weighted Average) USDA Natural Resources Web Soil Survey r Conservation Service National Cooperative Soil Survey 10/23/2018 Page 3 of 3 er4S r!etss5drtry Keit y ari areal s ci9feP, 19 11499Ifg. l 4 'e 0802166 ((81)266 CONS PANEL 1694 sources at small 'size'- The community map repository should be consulted for possible updated or addrtional fiord hazard irtr'oanalian To obtain more detailed inforenations in SUMS where ease Flood Elevations (13FEs) crueler rlo4dways have been determined, users are wittyrrased to consult the Flec d Floats and Fluodwway D1a#e anddor Summary cif Stillwater Elevations 1Slles .czxiinired within the Flood Insurance Study (F 1St Report that accompanies this FIRM. Users should he aware that flits sho'*n can the rums represent roundest chide -fact elevations- These BFEs. are intended for flood insurance rabbi purposes oaf and should nut be used as the We source Of flood elevation 7nfrrrdlatiorl. ,Aetortangly. flood elevation data presented in the FES Report should tie utilized in conjunction with the FIRM ref purposes of construchcs aridikorlisceplain maraigerneM. Coastal Base Fined Elevations shown on this map apply only Landward d fl C Worth American Vertical Datum of 1989 (NAM} B6). Users al this FIRM should be aware t'het coastal Soot elevate:as are also provided in the Summary of Streeter Elevations tab'e in the Flood Insurance Steely Repel fa this jurisdiction. Eke -Miens shown in the Sutnn'sy of Stillwater Erevations tette should be used for construction anther sefad'ptain management purposes when Hwy, are higher than the- elevaderts storm on his FIRM Deundans5 tlf the feetel raye were OOMpuled SI Coble Setfiorie Sad Interpolated between (cross sections. The flood -ways were based on *Orange considerations with fogar'If tC nmparitenteriis of the tti'aIlon t Flood Insurer's IPragedr FOOrtwydy w11tt# and other periinent floodway data are provided in the Flood Insurance Study Replan for tits iurisaction Certain areal nal in Special Float Placard Areas may be protected by flood control structures. Refer to Secbon sures"oftheIloXInsurance Study Repod for (mbom'lati'on on flood oontrd earurzur ers der die joriekkalian The pivitmlion used in the prstt of trat nap woos Urfitrer$$ Tommi ese lAerc for (L M} zcaat= f3 The horizontal datum was NAD 33. GRS 1980 spherOid Diftere4cos in deavrn, spheroidprojection !or tJTtMt zswtes no in the production of FIRMs tar adjacent jurisdictions may result in slight positioned dirareness in map features ....n..'ueiseat-U n balm dna_ These CAterenees dO not S Ted the nccuracydld this FIRM Flood elevations on this map are referenced to the MonhArrienietin krertieal Datum cif Ma - These Act d elevations must he comeatted to structure and ground elexalians referenced to the same 'ordeal datum For informabeel regarding conversion between the National Geodetic Vertical Daum of 1929 and the North Arraican venom Oalurn of 1988, visit the National Geodetic Survey websrte alt hiJp'.Ft4rww.eoxs.noaa.gav or contact the Natrona Geodetic Surrey all the fallowing address: 14C& Information Simians t1DA•d eVNGS12 Nd*iurtel Geodetic Survey S.SA4C•3. #9202 1315CMI nestHighe-ay Silver SpliircI. Maryland 2091 d-8242 pat) 713-3242 To obese current �Palettet n. description andror lacaDon anfcrmaUon for bench narks shown tin ttis mike, plea&e'tentacl the tnlorrnalt.on Sonnets Branch of the f11at,err31 GeodettcSurvey 9t(l7t3'3`•rti2,caviseeswebetoathttpffwernosnoes•env ease reap infbrrtwdion shown on this FIRM was den wet from falOtt hoptceocgrraishr produced with a one rimer {)round resolution from photography dated 2011 The proiile baspli n ea de Footed on this map receesent She hydraulic mode& n g hasir3aes that match the flood profiles in the F1SS report Asa result of irnprored topographic data. the profile timeline, in some eases; may deviate sisal -rarely front the channel centerline or ! pear outside the SFHA. Thlismap'reacts more detailed and up -Ice -dale stream channel configuratkant than those sworn en the previtous. FIRM for this jurisdiction lit floodptans and neaervays Ihat ware transferred tram be previous FIRS* may have been adjusted to conform to these new ,(risen channel configurations,. As a Melt. the Reed Proles and Flcedway Data Eaties far rnuhlpte streams in the Flood InntlrnnCe Stu4yr i l'erfiiE+h cccitbl'ITS Oulhoritertive hy'drediC. data) May relied stream channel distances tAn differ from what is shown on this map. Corporate (irons shovel co this map are based on the best data available al the tune ef publication Because changes due lo smnexsliuns'or de -annexations may nave ac o.irted alley Ibis neap was published. nI®p users should contact appropriate community rdIinals to verify amen' corpprale lirrel ioralions Please refer to the separately printed Mop Index klr an ;nerve* map of the county showing the layout of map pinata eamntJriey Map repasieoryr addresses, and a Ltalial ci 0001 %fl tries table torrlsining hisedriel Flood tnsurtrilce Pre:grant dates for each community as well as a icing of the panels on which each community .s located. For inrprrnalian 4n ova a preeklOls asen.nr1ed with this FIRM the the lap Service Center (MSC}( webeirte .at tilloirrnseferrinnev Available produces mai nrdtlde previously issued Letters of Map' Change, a Flood Insurance Study Report addict digital versions M this rap. Many of these prodci can be ordered or rammed directly Loom the MSC wet .s4e. If loci have tquest:or s about this map, hoe to order products. or the National Hoed Insurance Program in general, please call the FEMA. Nap Iurdamauoal eXchange IMMIX] at i fl-FEMA.—MAP (r -377-336-2&Z7) or visit the FEMA 'dlle ttsite al Ftto:Aimvw ferns moving i nesaJnfip- los! 07 00' Or 1S' 94` Weld County Unincnrpnraltd Areas 080266 Weld County Unincorporated Areas 080266 F'A "dEIrt AVe MBELKE R AVE Weld CountE l r6incorpormted Areas (JS0266 '1/41. rill County Unincorporated Areas USD2'66 fhiehdr1rtdDack 510°errtf keld County C:nInc ©r!aerated Areas 0X02(,6 Town of Mead 080218 aq Weld Count Unincorporated Areas 080266 40` 11' 15- 105' OIp' 00" r JOINS PANEL 1090 104' :5.6l 15! 4o9 ar en J Uwrne'1 er, Stream 132E^Or F1 To" -u of Mead 080218 1315[16E PI - 40' 11 1S' -- 104' E•6' ' 5' The 1'55 arrtrrl Change feed f WO -marmot* use hewn a .the tease rratad, it the' noel that has a 1% clwve or torsi equate or eneded in any wen, year The Special Float KIM rd Area 5 re MO SoOrentotlu:Jlh Dr vie 1% agate thine BOX- *leas 9r,clopsI F100t Kittre rude fortes A, se, Ali. AC, M, . c,14 and WE The Base Recd Beaten a the wa"a3uraoe amain re We 1% annual chime mod zone A ZONE AE flinE tvn ZONE: AC' Mu' ease' eked Elerzaws delerrne d, En F7otel Eleneisres&terrtir& Fbmrieptt s ernes m 3 feet Oran t y areas or pendrgjl Arne Fuld moons Rot darns er 31;93 litst 4esysle sleet Ikar swdeee94124811 Pylon deathdetained: few areas dcams ran M1nvdng"vdoultes Islet ZON€ AR Sewell Food Ffattrdi tress torrrrat' penal from the i% same chance fined by a flul r rxtt l sownthat rues sanseour illy boor% Ind. Atria it inicaes dtaE ne i0rmer Aped [reel Sr57ennr3 being mimetd a prow secerctir n from Era 1% anal Oliva Ora tiler head. am, m be "slime I% aortal owe eat by a ceeleal tlkad urobrireddtruebYt to BIM !Read Bewebarb aetberes d. Ca t 5141 Dodoes reel shear lwsrd (flora attAttb rift Bait Reed Bien o- CCOI�daaiNIdl..• h. . t, (ran:oak t Pat nalFimetn Ft000WRV AREAS IN ZCAWE AE Teo` nxr .4t K p4 (N+ene' el d err Oki We 3egi wt M1144,20n }ttitru", pleb IniA le EIS* lee mate hment Sb MADAM t%- yang chime Pccd can he ra.n€a Y.tio t sLbstantal rawas OTHER. Ft DOD AREAS ZONE I Areas of 0.3% annual r Ares Read; areas er 1% rru uM chains rlbad wars nor depths cf te- than 1 tax tr Mira =bur cleat less tint rat and,areas prett aeo ay teas wee 1% ammo twee lima OTHER AREAS ZONE X ZONE O ties drlanilxd to be ode the 02% crawl tine' rceraslw. Arminian Mdd1 nos lines we rradeenine1. tut: possible COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAu1 OT'HERCi PROTECTED AREAS ((WAS) CRS mew eV Wis. me natural? treat& as n p- add Lc Speer+' FLgoa Had ' Arta l'a al'Woe]Onerte nteeparn Saxe C;≥% Annual Ounce tkuotlari ilootary LEL art Zen Deanery DM , an 02.4 bantam aarntheY Oman; SpS rxsad mart .fret ZOIIIM and towlear'r d4vidtrp Spinal Float Ramat O era d Sierdere. Bait Fired &vaii®n;. Roll depths, or has t roan east Etas Eleritrxt Me are varier, bran in %Et+ time Paced I e1•aton wee (race uniotrn wait zan dream In cm - "Referenced 6e the Mr Mercer tsI raarrr d 1568 ten. semen lent iiiieta key 4s` Ut or. sr as -12- 7100004 FT °a:Pres IMO X s (Ate Riau side KAP r, easoToRIES Rents 11.10 ErepYm in on % hit on Man Went C rocraohrt corxd:wee rrratrxe cl or die tail Awaken Daum d lid ova IN) %,ten *itecincit mnt in'. GOlor'aao $sae it re Cella Zane ame 050. 2). LarYtt* CawrenTw cone OrtOteion t4O-n rsx universal Teanor erne $eft me (pad welts, Mr* t 3 Balch. mirk (we eedaraan to blues in- Uteri step of this P1R44 easel) u -r CTN'E CATE CC OIYAr VADE now" MIA:WC C'e RATE i .re Ara ny20.261@ tErtleltftrEtiAlEigi C4 REVtSICky S}t0 Ti -t0 PAWL Fvr 'parrs —minty moo renown nninly inn Ira cuwrtpnrda iiwwlg • safer Mint tulmairtiy Mw lieivey Win owned m Ma F lard neva nee Marty Fawn 1w thia,rylwiinirm. Terdel•rrnrre1Anon nas■nr. isBy-alarm in Hasw•rmuniy,,wtcl'rwr naranem agart a net the NatantF ins-rantaPenaran'"ar 1100-630-6rs20 7,00 0 I —a a --r MAP SCALE 1' = IOW hoot 7044 -a FEET -I METERS seta' a 300 4 PANEL 1BSOE FIRM FLOOD INSURANCE RATE MAP WELD COL NTY, COLORADO AND INCORPORATED .AREAS PANEL 1880 OF 2250 NEE IMP l NDEp( FOR roast PANEL LAYOUT) peiffikAle C1OMMUHTTw M=ist, OF 11LLo Nr w v WIRER adC2°E waft SUFFIX E Noice la User The Map Number stiowin Iaelow Should be used when p1acgg map orders. the Geranuniity Number shove al5CYe shcivid be used an insurance ariptic�lions for the subject community MAP NUMBER 08123C188 DE t' 2 1 0 11)Nisme •F14NJ 18 VI? UJ Wilt NEW PC E fir U.S. Fish and Wildlife Service National Wetlands Inventor 1:29,134 0 0.25 0.5 1 nil 1.6 km 0.4 0.8 April 25, 2018 Wetlands Estuarine and Marine Deepwater Estuarine and Marine Wetland LI Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland Freshwater Pond 24 n Meadow Farms Nearby Wetlands Map Lake Other Riverine U.S wets a er gov I standards and Support Team, This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. National Wetlands Inventory (NWI) This page was produced by the NWI mapper 5/7/2018 Precipitation Frequency Data Server NOAA Atlas 14, Volume 8, Version 2 Location name: Longmont, Colorado, USA* Latitude: 40.2064', Longitude: -104.9648° Elevation: 4981.47 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION ION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical I Maps _ & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration 5 -min 10 -min 30 -min 60 -min 2 -hr 3 -hr 6 -hr 12 -hr 24 -hr 2 -day 3 -day Average recurrence interval (years) 1 0.231 (0.179-0.300) 0.339 (0.262-0.439) 0.413 (0.320-0.535) 0.556 (0.431-0.720) 2 0.279 (0.216-0.362) 0.409 (0.317-0.530) 0.499 (0.386-0.646) 0.670 (0.518-0.868) 0.684 0.$20 (0.529-0.885) (0.634-1.06) 0.970 (0.758-1.24) 0.811 (0.634-1.04) 0.885 (0.697-1.12) 1.05 (0.835-1.32) 1.27 (1.02-1.57) 1.52 (1,23-1.86) 1.74 (1.43-2.11) 1.90 5 0.376 (0.290-0.489) 0.551 (0.425-0.715) 0S71 0.518-0.872) 0.899 (0.693-1.17) 1.10 (0.847-1.43) 1.30 1.01-1.67) 10 0473 (0.363-0.618) 0.693 (0.5311-0.904) 0.845 (0.648-1.10) 1.13 (0.866-1.48) 1.38 (1.06-1.81) 1.64 (1.27-2.11) 1.05 1.41 1.77 (0.829-1.34) (1.10-1.80) (1.38-2.27) 1.24 1.64 (0.987-1.56) (1.30-2.06) 1.50 1.96 I (1.21-1.86) (1.57-2.43) 1.80 (1.47-2.21) 2.10 (1.72-2.54) 2.26 2.33 1.89-2.86) 2.72 (2.22-3.29) 2.89 2.04 (1.61-2.58) 2.40 1.91-3.00) 2.82 (2.27-3.48) 3.26 (2.66-3.97) 3.45 25 0.632 (0.481-0.890) 0.925 (0.704-1.30) 1.13 0.858-1.59) 1.51 (1.15-2.13) 1.85 (1.41-2.62) 2.20 1.70-3.08) 2.38 (1.85-3.31) 2.71 2.13-3.71) 3.11 (2.45-4.15) 3.57 (2.82-4.66) 4.07 (3.22-5.18) 4.26 50 0.774 (0.570-1.10) 1.13 (0.834-1.61) 100 0.933 (0.663-1.36) 1.37 (0.971-1.98) 1.38 1.67 1.85 2.23 (1.36-2.62) (1.59-3.24) 2.28 (1.68-3.24) 2.71 (2.02-3.80) 2.94 (2.20-4.09) 3.32 (2.52-4.55) 3.74 (2.85-5.02) 4.21 (3.23-5.55) 2.76 (1.96-4.01) 3.29 (2.37-4.72 3.56 (2.58-5.08) 4.00 (2.93-5.62) 4.43 (3.26-6.10) 4.91 (3.64-6.63) 4.73 (3.65-6.10) 4.93 5.42 (4.05-7.18) 5.63 200 1.11 (0.759-1.66) 1.63 (1.11-2.43) 1.99 (1.36-2 2.66 (1.81-3.97) 3.30 (2.25-4.93) 3.94 (2.72-5.82) 4.27 (2.97-6.26) 4.78 (3.35-6.89) 5.20 (3.68-7.36) 5.67 (4.04-7.87) 6.16 (4.42-8.39) 6.38 500 1.38 (0.902-2.11) 2.02 (1.32-3.09) 2.46 (1.61-3.77) 3.29 (2.16-5.05) 4.10 (2.69-6.29) 4.91 (3.26-7.44) 5.33 (3.55-8.00) 5.92 (3.99-8.77) 6.33 (4.30-9.20) 6.76 (4.63-9.64) 7.20 (4.97-1 U.1) 7.42 1000 1.60 (1.01-2.45) 2.34 (1.48-3.59) 2.85 (1.81-4.38) 3.82 (2.42-5.86) 4.77 (3.02-7.33) 5.73 (3.66-8.66) 6.21 (4.00-9.32) 6.88 (4.47-10.2) 7.26 (4.77-10.6) 7.66 (5.08-11.0) 8.02 (5.39-11.4) 8.26 https://hdsc.nws.noaa.govfhdsc/pfds/pfds_printpage.html?Iat=40.2064&Ian=-104.9648&data=depth&units=english&series=pds 1/6 5/7/2018 (1.57-2.28) (1.87-2.72) (2.38-3.48) Precipitation Frequency Data Server (2.82-4.16) (3.40-5.38) (3.83-6.30) (4.24-7.39) (4.61-8.61) (5.16-10.3) (5.58-11.6)I L 0 4 -day 7 -day 10-da y 20 -day 30 -day 45-da y 60 -day 2.03 (1.69-2.42) 2.32 2.57 (2.16-3.01) 3.28 (2.80-3.79) 3.88 (3.31-4.42) 4.54 (3.92-5.17) 5.10 0 (4.43-5.77) 2.39 (1.99-2.85) 2.72 (2.27-3.20) 3.00 (2.52-3.51) 3.78 (3.22-4.37) 4.42 (3.79-5.07) 5.21 (4.50-5.93) 5.89 (5.11-6.66) 3.02 (2.50-3.62) 3.39 2.83-4.01) 3.72 (3.12-4.37) 4.60 (3.90-5.33) 5.33 (4.55-6.13) 6.29 (5.41-7.18) 7.13 (6.16-8.09) 3.58 (2.95-4.30) 3.98 (3.30-4.73) 4.33 (3.62-5.12 5.28 4.45-6.15 6.08 (5.17-7.03) 7.16 (613-8.21) 8.13 (6.99-9.27) 4.40 (3.53-5.52) 4.83 (3.89-5.97) 5,21 (4.22-6.38) 6.22 5.08-7A8) 712 (5.84-8.46) 8.34 (6.88-9.81) 9.46 (7.83-11.0) 5.07 (3.96-6.45) 5.51 (4.34-6.91) 5.90 (4.67-7.33) 6.96 5.56-8.48) 5.78 (4.37-7.54) 6.23 (4.74-8.00) 6.62 (5.06-8.42 7.70 (5.95-9.62} 7.90 8.69 (6.35-9.54) (6.75-10.8) 9.22 (7.45-11.0) 10.4 (8.46-12.4) 10.1 (7.88-12.3) 11.4 (8.93-13.8) 6.54 (4.74-8.76) 6.98 (5.10-9.22) 7.36 (5.41-9.63) 8.45 (6.27-10.9) 9.48 (7.08-12.1)1 10.9 (8.22-13.8) 12.3 (9.28-15.4) 7.59 (5.30-10.5) 8.01 (5.64-10.9) 8.37 (5.92-11.3) 9.46 (6.76-12.5) 10.5 (7.56-13.8) 12.0 (8.71-15.6) 13.5 (9.78-17.3) 8.43 (5.73-11.8 8.82 (6.04-12.1) 9.15 (6.31-12.5) 10.2 (7.13-13.8) 11.3 (7.93-15.1) 12.9 (9.08-17.0) 14.3 (10.2-18.8)J Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. 16 14 12 10 8 6 4 Back to Top PF graphical PDS-based depth -duration -frequency (DDF) curves Latitude: 40.2064% Longitude: -104.9648' Average recurrence 'Mental soars) 1 IF 5 10 25 50 100 200 500 https://hdsc.nws.noaa.govfhdsclpfds/pfds_printpage.html?lat=40.2064&Ian=-104.9648&data=depth&units=english&series=pds 216 5/7/2018 Precipitation Frequency Data Server MOAA Atlas C 16 14 12 C 6 Lim th 5 10 25 50 100 200 4, Volume 80 Version 2 a LiD in N I- N H Du ration ee N n .,T rAl 770 Average recurrence interval (years) >, r ru A 6 th ru ru ea t 500 1000 Created {GMT): Mon May 7 16.11:t18 2018 Back to Top Maps & aerials Small scale terrain 1000 Duration 5 -min 1i0 -min 15 -min 60 -min 2 -hr 3 -hr 6 -hr 12 -hr 24 -hr 2 -day 3-d ay 4 -day 7-d a- 1 0 -day. 20 -day. 30 -day 45 -day 50 -day https://hdsc.nws.noaa.gov/hdsclpfds/pfds_printpage. htmi?lat=40.2054&ion--104.9543&data-depth&units=english&series-pds 3/6 5/7/2018 Precipitation Frequency Data Server Mead 3km 2m i / Large scale terrain Large scale map https://hdsc.nws.noaa.gov/hdsclpfds/pfds_printpage.htmi?lat=40.2064&lon--104.9648&data-depth&units=english&series-pds 4/6 5/7/2018 Precipitation Frequency Data Server Medicine Bw..N atic ;S l=ure st • Fort Cali ," s r 1hiE F:i`tif=r t.lai►_n al -; 100km 60mi T` O -j Cligyenne Greelley ialsonont o Bou tcrerad Large scale aerial Back to Top https://hdsc.nws.noaa.qov/hdsclpfds/pfds_printpage.html?Iat=40.2004&Ion=-104.9640&data=depth&units=english&series=pds 510 Table 6-3. Recommended percentage imperviousness values Surface Land Use Characteristics or Percentage Imperviousness (/o) Business: Downtown Areas 95 Suburban Areas 75 Residential lots (lot area only): Single-family 2.5 acres or larger 12 0.75 5 2.5 acres 20 0.25 0.75 5 acres 30 0.25 acres or less 45 Apartments 75 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 10 Playgrounds 25 Schools 55 Railroad yard areas 50 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off -site defined) flow analysis (when land use not 45 Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 2 Lawns, clayey soil 2 6-8 Urban Drainage and Flood Control District Urban Storm Drainage Cri , =w is Manual Volume 1 March 2017 3.2.2 Depression Losses Rainwater that is collected and held in small depressions and does not become part of the generalsurface runoff is called depression loss. Most of this water eventually infiltrates or evaporates. Depression losses also include water intercepted by trees, bushes, other vegetation, and all other surfaces. The CUHP method requires numerical values of depression loss as inputs to calculate the effective rainfall. Table 6-6 can be used as a guide in estimating the amount of depression (retention) losses to be used with CUHP. Table 6-6. Typical depression losses for various landcovers (All values in inches for use with the CUHP) Land Cover Range in Depression (Retention) Losses Recommended Impervious: Large paved areas 0.05 - 0.15 0.1 Roofs -flat 0.1 - 0.3 0.1 Roofs -sloped 0.05 - 0.1 0.05 Pervious: Lawn n grass 0.2 0.5 0.35 Wooded areas and open fields 0.2 - 0.6 0.4 When an area is analyzed for depression losses, the pervious and impervious loss values for all parts of the watershed mustbe considered and accumulated in proportion to the percent of aerial coverage for each type of surface. 3.2.3 Infiltration Flow of water into the soil surface is called infiltration. In urban hydrology much of the infiltration occurs on areas covered with grass. Urbanization can increase or decrease the total amount of infiltration depending on how the runoff is managed, historic use of the area and other factors. Soil type is the most important factor in determining the infiltration rate. When the soil has a large percentage of well -graded fines, the infiltration rate is low. In some cases of extremely tight soil there may be, from a practical standpoint, essentially no infiltration. If the soil has several layers or horizons, the least permeable layer near the surface will control the maximum infiltration rate. The soil cover also plays an important role in determining the infiltration rate. Vegetation, lawn grass in particular, tends to increase infiltration by loosening the soil near the surface.Other factors affecting infiltration rates include slope of land, temperature, quality of water, age of lawn, and soil compaction. Of these, CURD considers only the slope. As rainfall continues, the infiltration rate decreases. When rainfall occurs on an area thathas little antecedent moisture and the ground is dry, the infiltration rate can be much higher than it is with high antecedent moisture resulting from previous storms or land irrigation such as lawn watering. Although antecedent precipitation is important when calculating runoff from smaller storms in non -urbanized areas, the runoff data from urbanized watersheds indicates that antecedent precipitation has a smaller effect on runoff peaks and volumes in the urbanized portions of UDFCD. There are many infiltration models in use by hydrologists. These models vary significantly in complexity. Because of the climatic condition in the semi -arid region and because runoff from urban 6-14 Urban Drainage and Flood Control District March 2017 Urban Storm Drainage Cri-ia Manual Volume 1 watersheds is not very sensitive to infiltration refinements, the infiltration model proposed by Horton was found to provide a good balance between simplicity and reasonable physical description of the infiltration process for use in CUHP. Equation 6-6 describes Horton's infiltration model. Where: f fo +(I —fie r fi - at infiltration rate at any given time t from start of rainfall (in/hr) final infiltration rate (in/hr) initial infiltration rate (in/fir) e= natural logarithm base a - decay coefficient (1/second) = time (seconds). Equation 6-6 In developing Equation 6-6, Horton observed that infiltration is high early in the storm and eventually decays to a steady state constant value as the pores in the soil become saturated. The coefficients and initial and final infiltration values are site specific and depend on the soils and vegetative cover. With sufficient rainfall -runoff observations, it is possible to develop these values for a specific site. Since 1977, UDFCD has analyzed a considerable amount of rainfall -runoff data. Based on this analysis, UDFCD recommends using the values in Table 6-7 within the UDFCD region with CUHP. The NRCS Hydrologic Soil Groups C and D occur most frequently within UDFCD; however, areas of NRCS Group A and B soils also exist. Consult NRCS soil surveys for appropriate soil classifications. Table 6-7. Recommended Horton's equation parameters NRCS Hydrologic Infiltration (inches per hour) Decay Coefficient Soil Group Initial f Final —f, t f a A 5.0 1.0 0.0007 B 4.5 0.6 0.0018 C 3.0 0.5 0.0018 D 3.0 0.5 0.0018 To calculate the maximum infiltration depths that may occur at each time increment, it is necessary to integrate Equation 6-6 and calculate the values for each time increment. Very little accuracy is lost if, instead of integrating Equation 6-6, the infiltration rate is calculated at the center of each time increment. This "central" value can then be multiplied by the unit time increment to estimate the infiltration depth. Although Table 6-7 provides recommended values for various Horton equation parameters, these recommendations are being made specifically for the urbanized or urbanizing watersheds in the Denver metropolitan area and may not be valid in different meteorological and climatic regions. March 2017 Urban Drainage and Flood Control District 6-15 Urban Storm Drainage Cthleria Manual Volume 1 MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS APPENDIX B Proposed Composite Basin Imperviousness Calculations Proposed CU}{P/SWMM Pond Sizing UD Detention Spreadsheets PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC COMPOSITE BASIN COEFFICIENTS Subdivision: MEADOW RIDGE Soil Type: B/C MEADOW RIDGE Project Name: MEADOW RIDGE Project No. 299602 Calculated By: AYK Checked By: EP Date: 5/15/2019 Iota I Area 298.88 acres Composite Calculations Land Use Imp. Area A Arci B Area CID Total Area Type A (%) Type B (%) Type C/D (%) Imp (%) Light Industrial 80% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Commercial 95% 0.00 '12 .25 6.63 38.89 0.00 10.79 2.22 12.36 Open Space 2% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ponds 100% 0.00 6.04 6.36 12.40 1.00 2.02 2.13 4.15 Park 10% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Oil & Gas Site 55% 0.00 23.74 3.93 27.67 0.00 7.94 1.31 5.09 Multi -Family Residential 75% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential (0.25 acres or less) 55% 0.00 186.0: 33.90 219.92 0.00 62.24 11.34 40.47 TOTAL 298.88 0.00 82.99 17.01 62.07 Al Total Area 16.42 acres Composite Calculations Land Use Imp. Area A Area B Area C/D Total Area Type A (%) Type B ('i) Type C/D (%) Imp ('%) Ponds 100% 0.00 1.08 0.00 1.08 0.00 6.57 0.00 6.57 Commercial 95% 0.00 9.12 0.00 9.12 0.00 55.53 0.00 52.76 Residential (0.25 acres or less) 55% 0.00 6.22 0.00 6.22 0.00 37.89 0.00 20.84 TOTAL 16.42 0.00 100.00 0.00 80.17 A2 Total Area 62.62 acres Composite Calculations Land Use Imp. Area. A Area B Area CID Total Area Type A (%) Type B (%) Type CID (%) Imp (%) Ponds 100% 0.00 0.00 1.47 1.47 0.00 0.00 2.35 2.35 Commercial 95i% 0.00 6.15 0.00 6.15 0.00 9.82 0.00 9.33 Residential (0.25 acres or less) 100% 0.00 47.54 2.50 50.04 0.00 75.92 3.99 79.91 Oil & Gas Site 55% 0.00 4.76 0.20 4.96 0.00 7.60 0.32 4.36 Park 55% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL 62.62 0.00 93.34 6.66 95.94 A3 Total Area 30.84 acres Composite Calculations Land Use i Imp. ' Area A Area B Area CID Total Area Type A (%) Type B (%) Type C/D (%) Imp (%) Ponds 100% 0.00 0.001 1.30 1.30 0.00 0.00 4.22 4.22 Open Space 2% i 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Commercial i 95% i 0.00 0.00 0.61 0.61 0.00 0.00 1.99 1.89 Oil & Gas Site - 55% 0.00 1.40 3.73 5.13 0.00 4.54 12.09 9.15 Residential (0.25 acres or less) 55% 0.00 23.79 0.00 23.79 0.00 77.16 0.00 42.44 TOTAL 30.84 0.00 81.70 18.30 57.69 A4 Total Area 36.07 acres Composite Calculations Land Use Imp. Area A Area B Area C/D Total Area Type A (%) Type B (%) Type C/D (%) Imp (%) Ponds 100°.„ 0.00 0.00 1.98 1.98 0.00 0.00 5.49 5.49 School 55% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential (0.25 acres or less) 55% 0.00 26.42 7.67 34.00 0.00 73.24 21.27 51.98 TOTAL 36.07 0.00 73.24 26.76 57.47 Right -of -Way is all pavement not within Residential area. DRAINAGE WORKBOOK -BENSON FARMS 5/15/2019 3:24 PM COMPOSITE BASIN COEFFICIENTS Subdivision: MEADOW RIDGE Soil Type: B/C B1 Project Name: MEADOW RIDGE Project No. 299602 Calculated By: AYK Checked By: EP Date: 5/15/2019 1 oval Area 13.60 acres Composite Calculations Land Use Imp. Area A Area B Area CO Total Area Type A em Type B (3) Type C/D (%) Imp (%) Ponds 100°0 0.00 1.03 0.00 1.03 0.00 7.57 0.00 7 S7 Commercial 95% 0.00 12.5? 0.00 12.57 0.00 92.43 0.00 s7. Light Industrial a 80% 0.00 0.00 (IMO 0.00 0.00 0.00 0.00 0.(M TOTAL 13.60 0.00 100.00 0.1)1) 95.38 B2 Total Area 26.26 acres Composite Calculations Land Use i Imp. Area A Area B Area C/D Total Area Type A (%) Type B (%) Type CID (%4) Imp (%) Ponds 100% 0.00 0.00 1.61 1.61 0.00 0.00 6.13 6.13 Church 75% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Commercial 95% 0.00 4.41 6.02 10.43 0.00 16.79 22.92 37.73 Residential (0.25 acres or less) 55% 0.00 11.28 2.94 14.22 0.00 42.96 11.20 29.79 TOTAL 26.26 0.00 59.75 40.25 73.64 B3 Total Area 42.92 acres Composite Calculations Land Use Imp. Area A Area B Area C/D Total Area Type A (%) Type B (%) Type C/D (%O) Imp (%) Ponds _ 100% 0.00 1.58 0.00 1.58 0.00 3.68 0.00 3.68 Oil & Gas Site 55% 0.00 9.60 0.00 9.60 0.00 22.37 0.00 12.30 Residential (0.25 acres or less) 55% 0.00 29.34 2.40 31.74 0.00 68.36 5.59 40.67 TOTAL 42.92 0.00 94.41 5.59 56.66 B4 Total Area 43.59 acres Composite Calculations Land Use Imp. Area A Area B Area CO Total Ai ea Type A (%) Type B (%) Type C/D (%) Imp (%) Open Space 2% 0.00 0.00 0.00 0.1}i► 0.00 0.00 0.00 0.00 Oil & Gas Site 55% 0.00 7.28 0.00 7.28 0.00 16.71 0.00 9.19 Residential (0.25 acres or less) 55% 0.00 27.3? 8.94 36.31 0.00 O .79 20.51 45.81 'I (11 AI, 43.59 0.00 79.49 20.51 55.00 B5 Total Area 26.55 acres Composite Calculations Land Use Imp. Area A Area B Area C/D Total Area Type A (%) Type B (%) Type C/D (%) Imp (%) Ponds 2% 0.00 2.35 0.00 2.35 0.00 8.86 0.00 0.18 Oil & Gas Site 55% 0.00 0.70 0.00 0.70 0.00 2.63 0.00 1.45 Residential (0.25 acres or less) 55% 0.00 14.05 9.45 23.50 0.00 52.91 35.59 48.68 TOTAL 26.55 0.00 64.41 35.59 50.30 Right -of -Way is all pavement not within Residential area. DRAINAGE WORKBOOK -BENSON FARMS 5/15/2019 3:24 PM MEADOW RIDGE 2 YEAR EXISTING Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precip. Storm Hydrograph Catchment Name/ID CT Cp W50 (min.) W50 Before Peak W75 (min.) W75 Before Peak Time to Peak (min.) Peak (cfs) Volume (c.f) Excess (inches) Excess (c.f.) Time Peak (min.) to Peak (cfs) Flow Total Volume (c.f.) Runoff Unit (cfs/acre) Area per Al 0.158 0.091 63.7 5.96 33.1 4.21 9.9 12 59,614 0.01 431 45.0 0 431 0.00 A2 0.158 0.166 50.9 8.00 26.5 5.65 13.3 58 227,311 0.01 1,667 45.0 0 1,666 0.01 A3 0.158 0.121 49.0 6.05 25.5 4.28 10.1 29 111,949 0.01 842 40.0 0 842 0.01 A4 0158 0.130 58.0 7.27 302 5.14 12.1 29 130,934 0.01 1,003 45.0 0 1,003 0.01. B1 0158 0.084 67.6 5.85 352 4.13 93 9 49,372 0.01 357 45.0 0 357 0.00 B2 0158 0.112 50.2 5.83 261 4.12 93 25 95,330 0.01 752 40.0 0 752 0.01. B3 0.158 0.140 46.4 6.50 24.1 4.60 10.8 43 155,799 0.01 1,140 40.0 0 1,140 0.01 B4 0.158 0.141 53.7 7.32 27.9 5.17 12.2 38 158,246 0.01 1,196 45.0 0 1,196 0.01 B5 0.158 0.113 36.8 4.69 19.1 3.31 7.8 34 96,379 0.01 752 40.0 0 750 0.01 MEADOW RIDGE 2 YEAR EXISTING Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Pervious (inches) Imperv. (inches) Initial Rate (in./hr.) Final (in.hr.) Rate Decay Coeff. (1/sec.) DCIA Level Dir. Imperv. Fraction Con'ct Receiv. Perv. Fraction Catchment Name/ID SWMM Node/ID Raingage Name/ID (sq.mi.) 1 Area Centroid (miles) Dist. to (miles) Length (ft./ft.)Imperv. Slope Percent Percent Imperv. Eff. / Al Al 2 YEAR 0.026 0.202 0.298 0.010 2.0 0.35 0.10 4.50 0.60 0.0018 0.00 0.04 0.02 1.28 A2 _ A2 2 YEAR 0.098 0.248 0.543 0.010 2.0 0.35 0.10 4.40 0.59 0.0018 0.00 0.04 0.02 1.29 A3 A3 2 YEAR 0.048 0.147 0.372 0.008 2.0 0.35 0.10 4.23 0.58 0.0018 0.00 0.04 0.02 1.31 A4 A4 2 YEAR 0.056 0.222 0.448 0.009 2.0 0.35 010 4.10 0.57 0.0018 0.00 0.04 0.02 1.32 B1 B1 2 YEAR 0.021 0.148 0303 0.006 2.0 0.35 010 430 0.60 0.0018 0.00 0.04 0.02 1.28 B2 B2 2 YEAR 0.041 0.152 0.297 0.006 2.0 0.35 010 190 0.56 0.0018 0.00 0.04 0.02 1.34 B3 B3 2 YEAR 0.067 0.185 0.420 0.010 2.0 0.35 0.10 4.42 0.59 0.0018 0.00 0.04 0.02 1.29 B4 B4 2 YEAR 0.068 0.217 0.480 0.010 2.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.04 0.02 1.31 B5 135 2 YEAR 0.041 0.104 0.266 0.009 2.0 0.35 0.10 3.97 0.56 0.0018 0.00 0.04 0.02 1.34 MEADOW RIDGE 5 YEAR EXISTING Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precip. Storm Hydrograph Catchment Name/lD CT Cp W50 (min.) W50 Before Peak W75 (min.) W75 Before Peak Time to Peak (min.) Peak (cfs) Volume (c.f) Excess (inches) Excess (c.f.) Time to Peak (min.) Peak (cfs) Flow Total Volume (c.f.) Runoff Unit (cis/acre) per Area Al 0.158 0.091 63.7 5.94 33.1 4.20 9.9 12 59,614 0.02 93O 45.0 O 93O 0.01 A2 0.158 0.166 50.9 7.97 26.4 5.63 13.3 58 227,311 0.02 3,600 45.0 1 3,598 0.01 A3 0.158 0.120 49.0 6.03 25.5 4.26 10.1 29 111,949 0.02 2,398 40.0 1 2,398 0.02 A4 0.158 0.129 58.0 7.25 30.2 5.12 12.1 29 130,934 0.03 3,611 45.0 1 3,610 0.02 B1 0.158 0.083 67.6 523 351 4.12 9.7 9 49,372 0.02 77O 50.0 O 77O 0.01 B2 0157 0.112 50.2 521 26.1 4.11 9.7 25 95,330 0.04 3,565 40.0 1 3,563 0.03 B3 0.158 0.140 46.4 6.48 24.1 4.58 10.8 43 155,799 0.02 2,461 40.0 1 2,461 0.01 B4 0.158 0.141 53.7 7.30 27.9 5.16 12.2 38 158,246 0.02 3,643 45.0 1 3,641 0.O2 B5 0.157 0.113 36.8 4.68 19.1 3.30 7.8 34 96,379 0.03 3,277 40.0 1 3,269 0.04 MEADOW RIDGE 5 YEAR EXISTING Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Pervious (inches) Imperv. (inches) Initial (in./hr.) Rate Final (in.hr.) Rate (1/sec.) Decay Coeff. DCIA Level Di r. Imperv. Fraction Con'ct Receiv. Perv. Fraction Catchment Name/ID SWMM Node/ID Raingage Name/ID Area (sq.mi.) Centroid Dist. (miles) to Length (miles) (ft./ft.) Slope Percent Imperv. Percent Imperv. Eff. Al Al 5 YEAR 0.026 0.202 0.298 0.010 2.0 0.35 0.10 4.50 0.60 0.0018 0.00 0.04 0.02 1.45 A2 A2 5 YEAR 0.098 0.248 0.543 0.010 2.0 0.35 0.10 4.40 0.59 0.0018 0.00 0.04 0.02 1.46 A3 A3 5 YEAR 0.048 0.147 0.372 0.008 2.0 0.35 0.10 4.23 0.58 0.0018 0.00 0.04 0.02 1.47 A4 A4 5 YEAR 0.056 0.222 0.448 0.009 2.0 035 0.10 4.10 0.57 0.0018 0.00 0.04 0.02 1.48 B1 B1 5 YEAR 0.021 0.148 0.303 0.006 2.0 0.35 0.10 4.50 0.60 0.0018 0.00 0.04 0.02 1.45 B2 B2 5 YEAR 0.041 0.152 0.297 0.006 2.0 0.35 0.10 3.90 0.56 0.0018 0.00 0.04 0.02 1.50 B3 B3 5 YEAR 0.067 0.185 0.420 0.010 2.0 0.35 0.10 4.42 0.59 0.0018 0.00 0.04 0.02 1.46 B4 B4 5 YEAR 0.068 0.217 0.480 0.010 2.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.04 0.02 1.47 B5 B5 5 YEAR 0.041 0.104 0.266 0.009 2.0 0.35 0.10 3.97 0.56 0.0018 0.00 0.04 0.02 1.49 MEADOW RIDGE 10 YEAR EXISTING Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precip. Storm Hydrograph Catchment Name/ID CT Cp (min.) W50 W50 Before Peak W75 (min.) W75 Before Peak Time (min.) Peak to Peak (cfs) Volume (c.f) (inches) Excess Excess (c.f.) Time Peak (min.) to Peak (cfs) Flow Volume (c.f.) Total Runoff (cfs/acre) Unit Area per Al 0.157 0.091 633 5.93 33.1 419 9.9 12 59,614 0.16 9,594 40.0 2 9,593 0.11 A2 0.157 0.165 50.9 7.96 26.4 5.62 13.3 58 227,311 0.17 37,853 45.0 9 37,830 0.14 A3 0.157 0.120 49.0 6.02 25.5 4.26 10.0 29 111,949 0.18 19,820 40.0 5 19,821 0.16 A4 0.157 0.129 58.0 7.24 30.2 5.12 12.1 29 130,934 0.18 24,213 45.0 5 24,211 014 B1 0.157 0.083 67.6 5.82 35.2 4.11 9.7 9 49,372 0.16 7,946 40.0 1 7,944 0.11 B2 0.157 0.112 50.2 5.80 26.1 4.10 9.7 25 95,330 0.20 18,826 40.0 4 18,818 0.17 B3 0.157 0.139 46.4 6.47 24.1 4.57 10.8 43 155,799 0.17 25,805 40.0 7 25,803 0.16 B4 0.157 0.140 53.7 7.29 27.9 5.15 12.1 38 158,246 0.18 28,341 40.0 6 28,330 0.15 B5 0.157 0.112 36.7 4.67 19.1 3.30 7.8 34 96,379 0.19 18,616 40.0 6 18,569 0.22 MEADOW RIDGE 10 YEAR EXISTING Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Percent Imperv. Eff. Catchment Name/ID SWMM Node/ID Raingage Name/ID (sq.mi.) Area Centroid (miles) Dist. to (miles) Length (ft./ft.) Slope Percent Imperv. Pervious (inches) Imperv. (inches) Initial (in./hr.) Rate Final (in.hr.) Rate (1/sec.) Decay Coeff. DCIA Level Dir. Imperv. Fraction Con'ct Receiv. Perv. Fraction Al Al 10 YEAR 0.026 0.202 0.298 0.010 2.0 0.35 0.10 4.50 0.60 0.0018 0.00 0.04 0.02 1.55 A2 A2 10 YEAR 0.098 0.248 0.543 0.010 2.0 0.35 0.10 4.40 0.59 0.0018 0.00 0.04 0.02 1.55 A3 A3 10 YEAR 0.048 0.147 0.372 0.008 2.0 0.35 0.10 4.23 0.58 0.0018 0.00 0.04 0.02 1.56 A4 A4 10 YEAR 0.056 0.222 0.448 0.009 2.0 e 035 010 4.10 0.57 0.0018 0.00 0.04 0.02 1.57 B1 B1 10 YEAR 0.021 0.148 0303 0.006 2.0 0.35 010 430 0.60 0.0018 0.00 0.04 0.02 1.55 B2 B2 10 YEAR 0.041 0.152 0297 0.006 2.0 035 010 190 0.56 0.0018 0.00 0.04 0.02 1.58 B3 B3 10 YEAR 0.067 0.185 0.420 0.010 2.0 0.35 0.10 4.42 0.59 0.0018 0.00 0.04 0.02 1.55 B4 B4 10 YEAR 0.068 0.217 0.480 0.010 2.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.04 0.02 1.57 B5 B5 10 YEAR 0.041 0.104 0.266 0.009 2.0 0.35 0.10 3.97 0.56 0.0018 0.00 0.04 0.02 1.58 MEADOW RIDGE 10O YEAR EXISTING Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precip. Storm Hydrograph Catchment Name/ID a Cp (mine) W50 W50 Before Peak W75 (min.) W75 Before Peak Time (min.) Peak to Peak (cfs) Volume (c.f) Excess (inches) Excess (c.f.) Time to Peak (min.) Peak (cfs) Flow Total Volume (c.f.) Runoff Unit (cfs/acre) per Area Al 0.156 0.090 63.7 5.91 33.1 a 4.17 9.8 12 59,614 1.61 95,800 55.0 16 95,787 0.98 A2 0.156 0.165 50.8 7.92 26.4 a 5.60 13.2 58 227,311 1.62 367,454 a 50.0 74 3 67, 243 1.19 A3 0.156 0.120 49.0 6.00 25.5 4.24 10.0 29 111,949 1.63 182,834 a 50.0 a 38 182,840 1.22 A4 0.156 0.128 58.0 721 30.1 5.10 12,0 29 130,934 1.65 215,456 55.0 39 215,442 L08 B1 0.156 0.083 67.6 5.80 35.2 41O 93 9 49,372 1.61 79,341 55.0 13 79►,319 0.93 B2 0.156 0.111 50.2 538 26.1 4.09 9.6 25 95,330 1.67 159,197 50.0 32 159,119 1.22 B3 0.156 0.139 46.4 6.45 24.1 4.56 10.7 43 155,799 1.62 251,615 50.0 54 251,593 1.27 B4 0.156 0.140 53.6 7.26 27.9 5.13 12.1 38 158,246 1.64 258,944 50.0 5O 258,847 1.14 B5 0.156 0.112 36.7 4.65 19.1 3.29 7.8 34 96,379 1.66 160,136 45.0 41 159,737 1.53 MEADOW RIDGE 10O YEAR EXISTING Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Pervious (inches) Imperv. (inches) Initial (in./hr.) Rate Final (in.hr.) Rate (1/sec.) Decay Coeff. DCIA Level Dir. Imperv. Fraction Con'ct Receive Perv. Fraction Catchment Name/ID SW Node/ID MM M Raingage ngage Name/ID Area (sq.mi.) Centroid (miles) Dist, to Length (miles) (ft./ft.) Slope Percent Imperv. Percent Imperv. Eff. Al Al 10O YEAR 0.026 0.202 0.298 0.010 2.0 0.35 0.10 4.50 0.60 0.0018 0.00 0.04 0.02 1.76 A2 A2 100 YEAR 0.098 0.248 0.543 0.010 2.0 0.35 0.10 4.40 0.59 0.0018 0.00 0.04 _, 0.02 , 1.76 A3 A3 100 YEAR 0.048 0.147 0.372 0.008 2.0 0.35 0.10 4.23 0.58 0.0018 0.00 0.04 0.02 1.77 A4 A4 100 YEAR 0.056 0.222 0.448 0.009 2.0 035 0.10 4.10 037 0.0018 0.00 0.04 . 0.02 1.77 B1 B1 100 YEAR 0.021 0.148 0.303 0.006 2.0 0.35 0.10 4.50 0.60 0.0018 0.00 0.04 0.02 1.76 B2 B2 100 YEAR 0.041 0.152 0.297 0.006 2.0 035 0.10 3.90 036 0.0018 0.00 0.04 0.02 1.78 B3 B3 100 YEAR 0.067 0.185 0.420 0.010 2.0 0.35 0.10 4.42 0.59 0.0018 0.00 0.04 0.02 1.76 B4 B4 100 YEAR 0.068 0.217 0.480 0.010 2.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.04 0.02 1.77 B5 B5 100 YEAR 0.041 0.104 0.266 0.009 2.0 0.35 0.10 3.97 0.56 0.0018 0.00 0.04 0.02 1.77 MEADOW RIDGE 2 YEAR PROPOSED Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precipe, Storm Hydrograph Catchment Name/ID CT Cp (min.) W50 W50 Before Peak W75 (min.) W75 Before Peak Time (min.) Peak to Peak (cfs) Volume (c.f) Excess (inches) Excess (c.f.) Time Peak (min.) to Peak (cfs) Flow Volume Total (c.f.) Runoff Unit (cfs/acre) per Area Al 0.078 0.123 23.2 3.68 12.0 2.60 6.1 33 59,614 0.62 37,045 30.0 10 36,819 0.63 A2 0.074 0.232 17.0 4.52 8.8 3.20 _ 7.5 173 227,311 0.77 174,234 30.0 61 173,032 0.98 A3 0.086 0.145 22.2 3.97 11.5 2.81 6.6 65 111,949 0.43 48,075 30.0 14 47,725 0.45 A4 0.086 0.156 26.3 4.64 13.7 128 73 64 130,934 0.43 56,074 35.0 15 55,900 0.41 B1 0.074 0.117 22.6 333 11.8 149 5.9 28 49,372 036 37,567 30.0 11 37,210 038 B2 0.080 0.148 19.2 168 10.0 160 6.1 64 95,330 037 54,057 30.0 18 53,751 0.67 B3 0.086 0.167 21.3 4.23 11.1 2.99 7.1 94 155,799 0.42 65,318 30.0 19 64,882 0.45 B4 0.087 0.166 25.2 4.71 13.1 3.33 7.8 81 158,246 0.41 64,296 35.0 17 64,114 0.40 B5 0.089 0.127 18.5 3.30 9.6 2.33 5.5 67 96,379 0.37 35,445 30.0 12 35,114 0.45 MEADOW RIDGE 2 YEAR PROPOSED Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Pervious (inches) Imperv. (inches) Initial (in./hr.) Rate Final (in.hr.) Rate (1/sec.) Decay Coeff. DCIA Level Dir. Con'ct Imperv. Fraction Receiv. Perv. Fraction Catchment Name/ID SWM Node/ID M Raingage ngage Name/ID (sq.mi.) Area Centroid (miles) Dist. to Length (miles) Slope (ft./ft.) Percent Imperv. Percent Imperv. Eff. Al Al 2 YEAR 0.026 0.202 0.298 0.010 80.2 0.35 0.10 4.50 0.60 0.0018 0.00 0.94 0.33 78.19 A2 A2 2 YEAR 0.098 0.248 0.543 0.010 95.9 0.35 0.10 4.40 0.59 0.0018 0.00 0.98 0.39 95.37 A3 A3 2 YEAR 0.048 0.147 0.372 0.008 57.7 0.35 0.10 4.23 0.58 0.0018 0.00 0.89 0.26 54.98 A4 A4 2 YEAR 0.056 0.222 0.448 0.009 57.5 035 0.10 4.10 0.57 0.0018 0.00 0.89 0.26 54.80 B1 B1 2 YEAR 0.021 0.148 0.303 0.006 95.4 0.35 0.10 4.50 0.60 0.0018 0.00 0.98 0.39 94.72 B2 B2 2 YEAR 0.041 0.152 0.297 0.006 73.6 035 0.10 3.90 0.56 0.0018 0.00 0.93 0.31 71.57 B3 B3 2 YEAR 0.067 0.185 0.420 0.010 56.7 0.35 0.10 4.42 0.59 0.0018 0.00 0.88 0.26 53.79 B4 B4 2 YEAR 0.068 0.217 0.480 0.010 55.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.88 0.25 52.15 B5 B5 2 YEAR 0.041 0.104 0.266 0.009 50.3 0.35 0.10 3.97 0.56 0.0018 0.00 0.85 0.23 47.37 MEADOW RIDGE 100 YEAR PROPOSED Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precp. Storm Hydrograph Catchment Name/ID = CT Cp (min.) W50 W50 Before Peak W75 (min.) W75 Before Peak Time (min.) Peak to Peak (cfs) Volume (c.f) (inches) Excess Excess (c.f.) Time to Peak (min.) Peak (cfs) Flow Total Volume (c.f.) Runoff (cfs/acre) Unit per Area Al 0.077 0.123 23.0 3.67 11.9 2.60 6.1 34 59,614 2.66 158,376 40.0 46 157,309 2.79 A2 0.074 0.232 16.9 4.52 8.8 3.19 7.5 173 227,311 2.88 654,421 35.0 229 650,015 3.66 A3 0.085 0.147 21.7 3.95 11.3 2.79 6.6 67 111,949 2.36 264,048 40.0 83 262,153 2.69 A4 0.085 0.158 253 4.61 13.4 126 73 66 130,934 2.36 309,261 40.0 89 308,488 146 B1 0.074 0.117 216 3.52 11.7 2.49 5.9 28 49,372 2.87 141,720 310 40 140,352 197 B2 0.079 0.149 19.0 3.67 9.9 2.59 6.1 65 95,330 2.59 246,495 310 83 245,117 316 B3 0.086 0.169 20.8 4.21 10.8 2.97 7.0 97 155,799 2.34 363,820 40.0 118 361,358 2.74 B4 0.086 0.168 24.6 4.68 12.8 3.31 7.8 83 158,246 2.32 367,804 40.0 109 366,828 2.51 B5 0.089 0.129 18.0 3.29 9.4 2.32 5.5 69 96,379 2.28 219,350 35.0 80 217,119 3.02 MEADOW RIDGE 100 YEAR PROPOSED Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Pervious (inches) Imperv. (inches) Initial (in./hr.) Rate Final (in.hr.) Rate (1f Decay Coeff. sec.) DCIA Level Dir. Imperv. Fraction Con'ct Receiv. Perv. Fraction Catchment Name/ID SWMM Node/ID Raingage Name/ID (sq.mi.) Area Centroid (miles) Dist. to (miles) Length (ft.jft.) : Slope Imperv. Percent Percent Imperv. • Eff. Al Al 100 YEAR 0.026 ♦ 0.202 . 0.298 0.010 I ♦ 80.2 0.35 0.10 4.50 0.60 0.0018 0.00 0.94 0.33 79.50 A2 A2 100 YEAR 0.098 0.248 0.543 0.010 95.9 0.35 0.10 4.40 0.59 0.0018 0.00 0.98 0.39 95.75 A3 A3 100 YEAR 0.048 0.147 0.372 0.008 57.7 0.35 0.10 4.23 0.58 0.0018 0.00 0.89 0.26 56.76 A4 A4 100 YEAR 0.056 0222 0.448 0.009 573 035 0.10 410 0.57 0.0018 0.00 0.89► 0.26 5635 B1 B1 100 YEAR 0.021 0148 0303 0,006 95.4 035 0.10 430 0.60 0.0018 0.00 0.98 0.39 95.15 B2 B2 100 YEAR 0.041 0152 0297 0.006 716 035 0.10 190 0.56 0.0018 0.00 0.93 0.31 72.93 B3 B3 100 YEAR 0.067 0.185 0.420 0.010 56.7 0.35 0.10 4.42 0.59 0.0018 0.00 0.88 0.26 55.68 B4 B4 100 YEAR 0.068 0.217 0.480 0.010 55.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.88 0.25 54.02 B5 B5 100 YEAR 0.041 0.104 0.266 0.009 50.3 0.35 0.10 3.97 0.56 0.0018 0.00 0.85 0.23 49.29 MEADOW RIDGE 10 YEAR PROPOSED Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precip. Storm Hydrograph Catchment Name/ID CT Cp W50 (min.) W50 Before Peak (min.) W75 W75 Before Peak Time Peak (min.) to Peak (cfs) Volume (c.f) (inches) Excess Excess (c.f.) Time (min.) Peak to Peak (cfs) Flow Volume Total (c.f.) Runoff Unit (cfs/acre) per Area Al 0.077 0.123 23.1 3.68 12.0 2.60 6.1 33 59,614 1.15 68,762 30.0 19 68,318 1.14 A2 0.074 0.232 17.0 4.52 8.8 3.20 7.5 173 227,311 1.37 310,536 30.0 104 308,422 1.67 A3 0.085 0.146 21.9 3.96 11.4 2.80 6.6 66 111,949 0.87 97,121 30.0 29 96,434 0.93 A4 0.086 0157 26.0 4.63 133 3.27 7.7 65 130,934 0.87 113,764 35.0 30 113,466 0.84 B1 0.074 0117 22.6 3.52 11.8 2.49 5.9 28 49,372 1.36 67,044 30.0 18 66,402 1.33 B2 0.079 0149 19.0 3.67 9.9 2.60 6.1 65 95,330 1.08 102,983 30.0 33 102,408 1.26 B3 0.086 . 0.168 21.0 4.22 10.9 2.98 7.0 96 155,799 0.85 132,068 30.0 40 131,102 0.94 B4 0.087 0.167 24.8 4.69 12.9 3.32 7.8 82 158,246 0.83 131,921 35.0 36 131,510 0.83 B5 0.089 0.128 18.2 3.29 9.5 2.33 5.5 68 96,379 0.78 75,336 30.0 27 74,604 1.00 MEADOW RIDGE 10 YEAR PROPOSED Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Pervious (inches) Imperv. (inches) Initial (in./hr.) Rate Final (in.hr.) Rate (1/sec.) Decay Coeff. DCIA Level Dir. Imperv. Fraction Con'ct Receiv. Perv. Fraction Catchment Name/ID SWMM Node/ID Raingage Name/ID Area (sq.mi.) Dist. Centroid (miles) to Length (miles) (ft.fft.) Slope Percent Imperv. Percent Imperv. Eff. Al Al 10 YEAR 0.026 0.202 0.298 0.010 80.2 0.35 0.10 4.50 0.60 0.0018 0.00 0.94 0.33 78.95 A2 A2 10 YEAR 0.098 0.248 0.543 0.010 95.9 0.35 0.10 4.40 0.59 0.0018 0.00 a 0.98 0.39 95.58 A3 A3 10 YEAR 0.048 0.147 0.372 0.008 57.7 0.35 0.10 4.23 0.58 0.0018 0.00 a 0.89 0.26 56.01 A4 A4 10 YEAR 0.056 0.222 0.448 0.009 57.5 035 0.10 4.10 037 0.0018 0.00 w 0.89 026 55.81 B1 B1 10 YEAR 0.021 0.148 0.303 0.006 95.4 035 0.10 4.50 0.60 0.0018 0.00 w 0.98 0.39 94.96 B2 B2 10 YEAR 0.041 0.152 0.297 0.006 73.6 035 0.10 3.90 036 0.0018 0.00 w 0.93 031 72.34 B3 B3 10 YEAR 0.067 0.185 0.420 0.010 56.7 0.35 0.10 4.42 0.59 0.0018 0.00 0.88 0.26 54.89 B4 B4 10 YEAR 0.068 0.217 0.480 0.010 55.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.88 0.25 53.23 B5 B5 10 YEAR 0.041 0.104 0.266 0.009 50.3 0.35 0.10 3.97 0.56 0.0018 0.00 0.85 0.23 48.47 MEADOW RIDGE 5 YEAR PROPOSED Summary of Unit Hydrograph Parameters Used By Program and Calculated Results (Version 2.0.0) Unit Hydrograph Parameters and Results Excess Precip. Storm Hydrograph Catchment Name/lD CT Cp W50 (min.) W5D Before Peak W75 (min.) W75 Before Peak Time to Peak (min.) Peak (cfs) Volume (c.f) Excess (inches) Excess (c.f.) Time to Peak (min.) Peak (cfs) Flow Total Volume (c.f.) Runoff Unit (cfsf acre) per Area Al 0.077 0.123 23.1 3.68 12.0 2.60 6.1 33 59,614 0.87 52,095 30.0 14 51,766 0.88 A2 0.074 0.232 17.0 4.52 8.8 3.20 a 7.5 173 227,311 1.06 241,787 30.0 83 240,133 1.33 A3 0.086 0.146 22.0 3.96 11.4 2.80 a 6.6 66 111,949 0.62 69,267 30.0 20 68,775 0.65 A4 0.086 0.156 26.1 4.63 w 116 3.27 a 7.7 65 130,934 0.62 81,111 35.0 21 80,888 0.59 B1 0.074 0.117 22.6 3.52 .. 11.8 2.49 5.9 28 49,372 1.06 52,160 30.0 14 51,662 1.06 B2 0.079 0.148 19.1 3.68 9.9 2.60 6.1 65 95,330 021 76,937 30.0 25 76,506 0.94 B3 0.086 0.168 21.1 4.22 11.0 2.99 7.0 95 155,799 0.60 93,956 30.0 28 93,271 0.66 B4 0.087 0.167 25.0 4.70 13.0 3.32 7.8 82 158,246 0.59 93,124 35.0 25 92,836 0.58 B5 0.089 0.128 18.3 3.30 9.5 2.33 5.5 68 96,379 0.54 52,257 30.0 18 51,755 0.67 MEADOW RIDGE 5 YEAR PROPOSED Summary of CUHP Input Parameters (Version 2.0.0) Depression Horton's Infiltration Parameters DCIA Level and Fractions Catchment Name/ID Raingage Name/ID Area (sq.mi.) Dist. Centroid (miles) to Length (miles) (ft./ft.) Slope Percent Imperv. Pervious (inches) Imperv. (inches) Initial (in./hr.) Rate Final (in.hr.) Rate Decay Coeff. (1/sec.) DCIA Level Dir. Imperv. Fraction Con'ct Receiv. Perv. Fraction Percent Imperv. Eff. Al 5 YEAR 0.026 0.202 0.298 0.010 80.2 0.35 0.10 4.50 0.60 0.0018 0.00 0.94 0.33 78.68 A2 5 YEAR 0.098 0.248 0.543 0.010 95.9 0.35 0.10 4.40 0.59 0.0018 0.00 0.98 0.39 95.51 A3 5 YEAR 0.048 0.147 0.372 0.008 57.7 0.35 0.10 4.23 0.58 0.0018 0.00 0.89 0.26 55.65 A4 5 YEAR 0.056 0.222 0.448 0.009 57.5 0.35 0.10 4.10 0.57 0.0018 0.00 0.89 0.26 55.45 B1 5 YEAR 0.021 0.148 0303 0.006 95.4 0.35 0.10 430 0.60 0.0018 0.00 0.98 0.39 94.88 B2 5 YEAR 0.041 0152 0197 0.006 73.6 0.35 1 0.10 190 0.56 0.0018 0.00 0.93 031 72.07 B3 5 YEAR 0.067 0.185 0.420 0.010 56.7 0.35 0.10 4.42 0.59 0.0018 0.00 0.88 0.26 54.50 B4 5 YEAR 0.068 0.217 0.480 0.010 55.0 0.35 0.10 4.19 0.58 0.0018 0.00 0.88 0.25 52.85 B5 5 YEAR 0.041 0.104 0.266 0.009 50.3 0.35 0.10 3.97 0.56 0.0018 0.00 0.85 0.23 48.07 MEADOW RIDGE 2 YEAR PROPOSED EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.013) * ******************************************************** NOTE: The summary statistics displayed in this report are used on results found at every computational time step, not just on results from each reporting time step. * ******************************************************** * *************** Analysis Options * *************** Flow Units Process Models: Rainfall/Runoff RDII Snow-elt Groundwater Flow Routing Ponding Allowed Water Quality Flow Routing Method Starting Date Ending Date Antecedent Dry Days Report Time Step Routing Time Step CFS N O N O NO N O YES N O NO KINAVE 01/01/2005 00:00:00 01/06/2005 06:00:00 0.0 00■15.00 30.00 sec MEADOW RIDGE 2 YEAR PROPOSED * *********************** Flow Routing Continuity * *********************** * * * * Dry Weather Inflow W et Weather Inflow Groundwater Inflow RDII Inflow External Inflow External Outflow Flooding Loss Evaporation Loss Exfiltration Loss ., Initial Stored Volume Final Stored Volume Continuity Error (%) • Volume acre-feet * ******************************* Highest Flow Instability Indexes * ******************************* All links are stable. * ************************ Routing Time Step Summary * ************************ Minimum Average Maximum P ercent Average P ercent Time Step Time Step Time Step in Steady State Iterations per Step Not Converging • • • • • • • • • 0.000 0.000 0.000 0.000 13.052 12.601 0.000 0.000 0.000 0.000 0.444 0.047 30.00 30.00 30.00 0.00 1.01 0.00 sec sec sec Volume 10"6 gal 0.000 0.000 0.000 0.000 4.253 4.106 0.000 0.000 0.000 0.000 0.145 MEADOW RIDGE_2 YEAR PROPOSED ****************** Node Depth Summary ****************** Node Type Al A2 A3 A4 Bl B2 B3 B4 B5 3 4 5 1 2 OUT -1 OUT -2 OUT -3 PONDA PONDB PONDC PONDD PONDF PONDE PONDG PONDH Ave rage Depth Feet Maximum Depth Feet JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUT FALL OUTFALL STORAGE STORAGE STORAGE S TORAGE STORAGE STORAGE STORAGE STORAGE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.09 0.12 0.13 0.13 0.00 0.13 0.12 0.28 0.28 0.19 0.20 0.19 0.18 0.18 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.53 0.72 0.61 0.63 0.00 0.63 0.72 1.51 1.91 1.33 1.37 1.35 1.07 1.27 1.14 Maximum HGL Feet Time of Max Occurrence days hr:min Reported Max Depth Feet 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 4978.35 4970.53 4956.72 4960.61 4945.63 4972.00 4921.63 4927.72 4973.51 4961.91 4946.33 4922.37 4971.35 4979.07 4957.27 4928.14 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 02:14 0 02:10 0 02:08 0 02:14 0 02:14 0 00:00 0 02:17 0 02:14 0 02:31 0 02:14 0 02:10 0 02:14 0 02:06 0 02:14 0 02:04 0 02:14 0.00 0.00 0■00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.53 0.72 0.61 0.63 0.00 0.63 0.72 1.51 1.91 1.33 1.37 1.35 1.07 1.27 1.14 MEADOW RIDGE_2 YEAR PROPOSED ******************* Node Inflow Summary ******************* Node Al A2 A3 A4 B1 B2 B3 B4 B5 3 4 5 1 2 OUT -1 OUT -2 OUT -3 FONDA PONDB PONDO PONDD PONDF PONDE PONDG PONDH Type JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUT FALL STORAGE STORAGE S TORAGE STORAGE STORAGE STORAGE STORAGE STORAGE Maximum Lateral Inflow CFS 10.33 61.25 13.92 14.68 10.58 17.57 19.42 17.43 12.02 0..00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Maximum Total Inflow CFS 10.33 61.25 13.92 14.68 10.58 17.57 19.42 17.43 12.02 1.17 3.27 6.22 4.18 5.86 0.50 7.80 9.18 10.33 61.25 13.92 14.68 17.57 10.58 19.42 28.79 4 Time of Max Occurrence days hr:min 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 02:14 0 02:10 0 02:08 0 02:14 0 02:14 0 02:31 0 02:17 0 02:14 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:35 Lateral Inflow Volume 10"6 gal 0.275 1.29 0.357 0.418 0.278 0.402 0.485 0.48 0.263 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Inflow Volume 10"6 gal 0.275 1.29 0.357 0.418 0.278 0.402 0.485 0.48 0.263 0.278 0.68 1.16 1.29 1.65 0.275 2.07 1.76 0.275 1.29 0.357 0.418 0.402 0.278 0.485 0.742 Flow Balance Error Percent 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.010 0.021 0.025 0.024 0.030 0.006 0.032 0.004 MEADOW RIDGE_2 YEAR PROPOSED * ******************** N ode Flooding Summary * ******************** N o nodes were flooded. * ********************* Storage Volume Summary * ********************* Storage Unit PONDA PONDB PONDC PONDD PONDF PONDE PONDG PONDH Ave rage Volume 1000 ft3 *********************** Outfall Loading Summary *********************** 6.000 21.972 5.524 6.333 5.957 5.151 7.012 31.330 Outfall Node Flow Freg Pont Avg Pont Full Evap Exfil P cnt Pcnt L oss Loss 2 0 0 2 0 0 1 0 0 1 1 1 1 3 0 0 0 0 0 0 0 0 0 0 Maximum Volume 1000 ft3 33.584 151.482 39.084 45.558 43.115 31.746 50.524 88.942 Avg Flow CFS OUT -1 OUT -2 OUT -3 96.99 99.79 99.58 0.08 0.61 0.52 Max Flow CFS Total Volume 10^6 gal 0.50 7.80 9.18 5 0.275 2.068 1.763 Max Pcnt Full 10 16 9 10 9 8 9 9 Time of Max Occurrence days hr:min 0 02:31 0 02:13 0 02:10 0 02:14 0 02:06 0 02:13 0 02:04 0 02:14 Maximum Outflow CFS 0.50 4.18 1.68 1.95 2.11 1.17 2.96 2.96 MEADOW RIDGE_2 YEAR PROPOSED System * ******************* L ink Flow Summary * ******************* 98.79 L ink Al_DL A2 DL A3_DL A4 DL Bl_DL B2 DL B3_DL B4 DL B5_DL P IPE -1 P IPE -2 P IPE -3 P IPE -4 P IPE -5 OUTLET -A OUTLET -B OUTLET -C OUTLET -D OUTLET -E OUTLET -F OUTLET -G OUTLET -H Type DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY * ************************ 1.22 Maximum IFlowI CFS 10.33 61.25 13.92 14.68 10.58 17.57 19.42 17.43 12.02 4.18 5.86 1.17 3.27 6.22 0.50 4.18 1.68 1.95 1.17 2.11 2.96 2,96 9.18 Time of Max Occurrence days hr:min 0 00:30 0 00:30 0 00:30 0 00:33 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 02:16 0 02:17 0 02:17 0 02:12 0 02:14 0 02:31 0 02:14 0 02:10 0 02:14 0 02:14 0 02:06 0 02:04 0 02:14 6 4.106 Maximum I Veloc l ft/sec 6.23 6.93 3.69 5.83 6.15 Max/ Full Flow 0.34 0.21 0.12 0.27 0.27 Max / Full Depth 0.40 0.31 0.23 0.35 0.36 MEADOWRIDGE YEAR PROPOSED Conduit Surcharge Summary ************************* No conduits were surcharged. Analysis begun on: Tue May 14 17:24:09 2019 Analysis ended on: Tue May 14 17:24:10 2019 Total elapses_ time: 00:00:01 MEADOW RIDGE 100 YEAR PROPOSED 2 7 MEADOW RIDGE 5 YEAR PROPOSED EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.013) * ******************************************************** N OTE: The summary statistics displayed in this report are eased on results found at every computational time step, not just on results from each reporting time step.. * ******************************************************** * *************** Analysis Options * *************** Flow Units CFS P rocess Models: Rainfall/Runoff . NO RDII NO Snowmelt NO Groundwater NO Flow Routing YES Ponding Allowed NO Water Quality NO Flow Routing Method KINWAVE Startinc Date 01/01/2005 00:00:00 Ending Date }. 01/06/2005 06:00:00 Antecedent Dry Days ......e 0.0 Report Time Step 00:15:00 Routing Time Step 30.00 sec * ************************* Flow Routing Continuity * ************************* Volume Volume acre-feet 10^6 gal Dry Weather Inflow 0.000 0.000 Wet Weather Inflow 0.000 0.000 O roundwatcr Inflow 0.000 0.000 MEADOW RIDGE 5 YEAR PROPOSED RDII Inflow External Inflow External Outflow Flooding Loss Evaporation Loss Exfiltration Loss ... • • * • • ..• Initial Stored Volum Final Stored Volume Continuity Error ) * ******************************* Highest Flow Instability Indexes * ******************************* All links are stable. * ************************ Routing Time Step Summary ************************* Minimum Average Maximum P ercent. Average P ercent Time Step Time Step Time Step in Steady State Iterations per Step Not Converging . . . • • • 0.000 18.539 18.084 0.000 0.000 0.000 0.000 0.446 0.053 30.00 30.00 30.00 0.00 1.01 0.00 sec sec sec 0.000 6.041 5.893 0.000 0.000 0.000 0.000 0.145 2 MEADOW RIDGE_5 YEAR PROPOSED * ***************** N ode Depth Summary * ***************** Node Al A2 A3 A4 Bl B2 B3 B4 B5 3 4 5 1 2 O UT -1 O UT -2 O UT -3 P ANDA P ONDB P ONDC P ONDD P ONDF P ONDE PONDG P ONDH Type Average Depth Feet JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE Maximum Depth Feet 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.11 0.13 0.15 0.15 0.00 0.15 0.13 0.39 0.35 0.23 0.24 0.22 0.21 0.21 0.43 Maximum HGL Feet Time of Max Occurrence days hr:min 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.62 0.84 0.70 0.72 0.00 0.72 0.84 2.08 2.60 1.87 1.93 1.88 1.44 1.77 1.49 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 4978.40 4970.62 4956.84 4960.70 4945.72 4972.00 4921.72 4927.84 4974.08 4962.60 4946.87 4922.93 4971.88 4979.44 4957.77 4928.49 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 02:15 0 02:11 0 02:09 0 02:15 0 02:15 0 00:00 0 02:18 0 02:14 0 02:33 0 02:15 0 02:11 0 02:15 0 02:07 0 02:15 0 02:05 0 02:07 Reported Max Depth Feet 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.62 0*84 0.70 0.72 0.00 0.72 0.84 2.08 2.60 1.87 1.93 1.87 1.44 1.77 1.49 MEADOW RIDGE_5 YEAR PROPOSED * ****************** Node Inflow Summary * ****************** Node Al A2 A3 A4 B1 B2 B3 B4 B5 3 4 5 1 2 OUT -1 OUT -2 OUT -3 PONDA PONDS PONDC PONDD PONDF PONDE PONDG PONDH Type JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE Maximum Lateral Inflow CFS 14.38 83.06 20.15 21.14 14.41 24.76 28.25 25.10 17.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 Maximum Total Inflow CFS 14.38 83.06 20.15 21.14 14.41 24.76 28.25 25.10 17.78 1.52 4.34 8.34 5.42 7.67 0.63 10.29 14.18 14.38 83.06 20.15 21.14 24.76 14.41 28.25 42.13 4 Time of Max Occurrence days hr :min 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 02:15 0 02:11 2 : 11 0 02:09 0 02:15 0 02:15 0 02:33 0 02:17 0 02:10 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:30 Lateral Inflow Volume 10"6 gal 0.387 1.8 0.514 0.605 0.386 0.572 0.698 0.694 0.387 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Inflow Volume 10"6 gal 0.387 1.8 0.514 0.605 0.386 0.572 0.698 0.694 0.387 0.386 0.958 1.65 1.8 2.31 0.387 2.91 2.59 0.387 1.8 0.514 0.605 0.572 0.386 0.698 1.08 Flow Balance Error Percent 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.012 0.024 0.031 0.030 0.037 0.023 0.041 0.029 MEADOW RIDGE 5 YEAR PROPOSED ********************* N ode Flooding Summary * ******************** No nodes were flooded. * ********************* Storage Volume Surrrrary * ********************* Storage Unit Average Volume 1000 ft3 PONDA PONDB PONDC PONDD PONDF PONDE PONDG PONDH * ********************** Outfall Loading Summary *********************** Outfall Node O UT -1 O UT -2 O UT -3 8.383 27.481 � 6.63/ 7.655 7.006 6.005 8.083 32.745 Flow Freq Pcnt 99.82 99.83 99.62 Avg Pcnt Full Avg Flow CFS 0.11 0.86 0.77 3 3 2 2 1 1 2 3 Evap Exf it Pcnt Pcnt Loss Loss 0 0 0 0 0 0 0 0 Max Flow CFS 0.63 10.29 14.18 8 0 0 Q 0 0 0 0 5 Maximum Volume 10OO ft3 47.481 209.477 56.046 65.546 61,061 43.251 71.688 117.220 Total Volume 10^6 gal 0.387 2.913 2.593 Max Pcnt Full 15 22 14 14 12 10 13 12 Time of Max Occurrence days hr:min Maximum Outflow CFS 0 02:33 0 02:14 0 02:11 0 02:15 0 02:07 0 02:15 0 02:04 0 02:06 0.63 5.42 2.25 2.63 2.82 1.52 4.01 5.86 MEADOW RIDGE_5 YEAR PROPOSED System ******************** L ink Flow Summary ******************** L ink Al DL A2 DL A3 A4 Bl B2 B3 B4 BS DL DL DL DL DL DL DL P IPE -1 P IPE -2 P IPE -3 P IPE -4 P IPE -5 O UTLET -A O UTLET -B O UTLET -C O UTLET -D O UTLET -E O UT LET- F O UTLET -G O UTLET -H 99.76 1.74 Type Maximum IFlowl CFS DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY ************************* 14.18 Time of Max Occurrence days hr :min 5.892 Maximum Veloc I ft/sec 14.38 83.06 20.15 21.14 14.41 24.76 28.25 25.10 17.78 5.42 7.67 1.52 4.34 8.34 0.63 5.42 2.25 2.63 1.52 2.82 4.01 5.86 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 02:17 0 02:18 0 02:18 0 02:13 0 02:14 0 02:33 0 02:15 0 02:11 0 02:15 0 02:15 0 02:07 0 02:05 0 02:07 6 6.68 7.47 3.98 6.29 6.66 Max/ Full Flow Max/ Full Depth 0.45 0.28 0.16 0.36 0.37 0.47 0.36 0.27 0.41 0.42 MEADOW RIDGE_5 YEAR PROPOSED Conduit Surcharge Summary ************************* No conduits were surcharged. Analysis begun on: Tue May 14 17:23:42 2019 Analysis ended on: Tue May 14 17:23:42 2019 Total elapsed time: < 1 sec MEADOW RIDGE 5 YEAR PROPOSED 2 7 MEADOW RIDGE_1a YEAR PROPOSED EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.013) * ******************************************************** NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step, * ******************************************************** * *************** Analysis Options * *************** Flow Units Process Models: Rainfall/Runoff N RDII • ■ • ■ • • • Snowmelt CFS NO NO Groundwater NO Flow Routing YES Ponding Allowed NO Water Quality NO Flow Routing Method KINWAVE Starting Date 01/01/2005 00:00:00 Ending Date 01/06/2005 06:00:00 Antecedent Dry Days 0.0 Report Time Step 00:15:00 Routing Time Step 30.00 sec ************************** Flow Routing Continuity * ************************* Dry Weather Inflow Wet Weather Inflow Groundwater Inflow RDII Inflow ., Volume acre-feet 0.000 0.000 0.00f0} 0.000 Volume 10"6 gal 0.000 0.000 0.000 0.000 MEADOW RIDGE 10 YEAR PROPOSED External Inflow External Outflow Flooding Loss Evaporation Loss Exfiltration Loss 44444 • • • , Initial Stored Volume Final Stored Volume Continuity Error (%) . . . • * ******************************* Highest Flow Instability Indexes ******************************** All links are stable. * ************************ Routing Time Step Summary * ************************ Minimum Ave rage Maximum P ercent Average P ercent Time Step Time Step Time Step in Steady State Iterations per Step Not Converging , • , • . • • • 25►.083 24.624 0.000 0.000 0.000 0.000 0.448 0.046 30.00 30.00 30.00 0.00 1.01 0.00 sec sec sec 8.174 8.024 0.000 0.000 0.000 0.000 0.146 2 MEADOW RIDGE_10 YEAR PROPOSED * ***************** N ode Depth Summary * ***************** Node Al A2 A3 A4 Bl B2 B3 B4 B5 3 4 5 1 2 O UT -1 O UT -2 O UT -3 P ANDA P ONDB P ONDC P ONDD P ONDF P ONDE PONDG P ONDH Type Average Depth Feet Maximum Depth Feet JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.12 0.15 0.16 0.17 0.00 0.17 0.15 0.51 0.43 0.29 0.29 0.27 0.24 0.25 0.46 Maximum HGL Feet Time of Max Occurrence days hr:min 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.44 0.69 0.95 0.78 0.80 0.00 0.80 0.95 2.69 3.29 2.57 2.66 2.48 1.82 2.45 2.06 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 4978.44 4970.69 4956.95 4960.78 4945.80 4972.00 4921.80 4927.95 4974.69 4963.29 4947.57 4923.66 4972.48 4979.82 4958.45 4929.06 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 02:18 0 02:13 0 02:11 0 02:17 0 02:17 0 00:00 0 02:20 0 02:16 0 02:36 0 02:17 0 02:13 0 02:17 0 02:09 0 02:18 0 02:07 0 02:07 Reported Max Depth Feet 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.44 0.69 0*95 0.78 0.80 0.00 0.80 0.95 2.68 3.29 2.57 2.66 2.47 1.82 2.45 2.05 MEADOW RIDGE_10 YEAR PROPOSED * ****************** Node Inflow Summary * ****************** Node Al A2 A3 A4 B1 B2 B3 B4 B5 3 4 5 1 2 OUT -1 OUT -2 OUT -3 PONDA PONDS PONDC PONDD PONDF PONDE PONDG PONDH Type JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE Maximum Lateral Inflow CFS 18.80 104.28 28.82 30.14 18.13 33.04 40.38 36.36 26.53 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Maximum Total Inflow CFS 18.80 104.28 28.82 30.14 18.13 33.04 40.38 36.36 26.53 1.82 {5.2 6 10.36 6.43 / 9.26 0.74 12.57 18.18 18.80 104.28 28.82 30.14 33.04 18.13 40.38 61.71 4 Time of Max Occurrence days hr :min 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 02:18 0 02:13 0 02:11 0 02:17 0 02:17 0 02:36 0 02:19 0 02:12 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:30 Lateral Inflow Volume 10^6 gal 0.511 2.31 0.721 0.849 0.497 0.766 0.981 0.984 0.558 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Inflow Volume 10^6 gal 0.511 2.31 0.721 0.849 0.497 0.766 0.981 0.984 0.558 0.496 1.26 2.24 2.31 3.03 0.51 3.87 3.64 0.511 2.31 0.721 0.849 0.766 0.497 0.981 1.54 Flow Balance Error Percent 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.012 0.024 0.034 0.033 0.038 0.025 0.045 0.038 MEADOW RIDGE 10 YEAR PROPOSED ********************* N ode Flooding Summary * ******************** No nodes were flooded. * ********************* Storage Volume Summary * ********************* Storage Unit PONDA PONDB PONDC PONDD PONDF PONDE PONDG PONDH Average Volume 1000 ft3 * ********************** * * * * * * * * * * * * * * * * * * * * * Outfall Loading Summary *********************** Outfall Node O UT -1 O UT -2 O UT -3 11.377 33.676 8.309 9.625 8.355 6.977 9.717 35.149 Flow Freq Pcnt 99.83 99.83 99.64 Avg Pont Full Avg Flow CFS 0.15 1.14 1.08 4 3 2 2 2 2 2 4 Evap Exfil P ent Pont L oss Loss 0 0 0 0 0 0 0 0 Max Flow CFS 0 0 0 0 0 0 0 0 Maximum Volume 1000 ft3 63.051 270.192 79,437 92.894 82*487 55.601 101.888 163.962 Total Volume 10^6 gal 0.74 12.57 18.18 5 0.510 3.874 3.639 Max Pcnt Full 19 28 19 20 16 13 19 17 Time of Max Occurrence days hr:min 0 02:35 0 02:16 0 02:13 0 02:17 0 02:09 0 02:18 0 02:06 0 02:07 Maximum Outflow CFS 0.74 6.43 2.83 3.31 3.45 1.82 5.11 7.83 MEADOW RIDGE_1a YEAR PROPOSED System ******************** L ink Flow Summary ******************** L ink Al DL A2 DL A3 A4 Bl B2 B3 B4 B5 DL DL DL DL DL DL DL P IPE -1 P IPE -2 P IPE -3 P IPE -4 P IPE -5 O UTLET -A O UTLET -B O UTLET -C O UTLET -D O UTLET -E O UT LET- F O UTLET -G O UTLET -H 99.77 2.37 Type Maximum IFlowl CFS DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY ************************* 18.80 104.28 28.82 30.14 18.13 33.04 40.38 36.36 26.53 6.43 9.26 1.82 5.26 10.36 0.74 6.43 2.83 3.31 1.82 3.45 5.11 7.83 18.18 Time of Max Occurrence days hr :min 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 00:30 0 00:30 0 00:35 0 00:30 0 02:19 0 02:20 0 02:21 0 02:15 0 02:16 0 02:36 0 02:17 0 02:13 0 02:17 0 02:18 0 02:09 0 02:07 0 02:07 6 8.024 Maximum Veloc I ft/sec 6.97 7.87 4.19 6.62 7.05 Max/ Full Flow Max/ Full Depth 0.53 0.34 0.19 0.43 0.46 0.52 0.40 0.29 0.46 0.48 MEADOW RIDGE_1a YEAR PROPOSED Conduit Surcharge Summary ************************* No conduits were surcharged. Analysis begun on: Tue May 14 17:23:14 2019 Analysis ended on: Tue May 14 17:23:15 2019 Total elapsed time: 00:00:01 7 MEADOW RIDGE_100 YEAR PROPOSED EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.013) ********************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ********************************************************* * *************** Analysis Options * *************** Flow Units Process Models: Rainfall/Runoff RDII .,.. S n owme l t Groundwater ... Flow Routing Ponding Allowed .. ~ . Water Quality •• Flow Routing Method Starting Date Ending Date Antecedent Dry Days Report Tirre Step Routing Time Step .. • ************************** Flow Routing Continuity ************************** Dry Weather Inflow Wet Weather Inflow Groundwater Inflow RDII Inflow External Inflow CFS N O N O N O NO YES NO NO KINWAVE 01/01/2005 00:00:00 01/06/2005 06:00:00 0.0 00:15:00 30.00 sec Volume acre-feet 0.000 0.000 0.000 0.000 62.182 Volume 10'`6 gal 0.000 0.000 0.000 0.000 20.263 MEADOW RIDGE_l0U YEAR PROPOSED External Outflow Flooding Loss Evaporation Loss F,xfiltration Loss Initial Stored Volume Final Stored Volume Continuity Error (%) * ******************************* Highest Flow Instability Indexes * ******************************* All links are stable. * ************************ Routing Time Step Summary * ************************ Minimum Average Maximum P ercent Average P ercent Time Step Time Step Time Step in Steady State Iterations per Step Not Converging a a a a a a a a 61.705 0.000 0.000 0.000 0.000 0.462 0.024 30.00 30.00 30.00 0.00 1.01 0.00 sec sec sec 20.108 0.000 0.000 0.000 0.000 0.150 MEADOW RIDGE_100 YEAR PROPOSED ****************** Node Depth Summary ****************** Node Al A2 A3 A4 Bl B2 B3 B4 B5 OUTE OUTF OUTG OUTB OUTC OUTA OUTD OUTH PONDA PONDB PONDC PONDD PONDF PONDE PONDG PONDH Type Average Depth Feet JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL STORAGE STORAGE STORAGE S TORAGE STORAGE STORAGE STORAGE STORAGE Maximum Depth Feet Maximum HGL Feet 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.17 0.22 0.24 0.25 0.00 0.25 0.22 1.38 0.89 0.71 0.74 0.55 0.43 0.57 0.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.56 0.93 1.34 1.03 1.05 0.00 1.05 1.34 5.56 6.61 6.44 6.70 5.62 3.71 6.48 5.71 Time of Max Occurrence days hr:min Reported Max Depth Feet 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 1001.00 4978.56 4970.93 4957.34 4961.03 4946.05 4972.00 4922.05 4928.34 4977.56 4966.61 4951.44 4927.70 4975.62 4981.71 4962.48 4932.71 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 00:00 0 02:16 0 02:11 0 02:08 0 02:15 0 02:15 0 00:00 0 02:18 0 02:13 0 02:34 0 02:15 0 02:10 0 02:16 0 02:07 0 02:16 0 02:03 0 02:04 0.00 0.00 0■00 0.00 0.00 0.00 0.00 0.00 0.00 0.56 0.93 1.34 1.03 1.05 0.00 1.05 1.34 5.56 6.61 6.44 6.70 5.61 3.71 6.47 5.70 MEADOW RIDGE_100 YEAR PROPOSED ******************* Node Inflow Summary ******************* Node Al A2 A3 A4 B1 B2 B3 B4 B5 OUTE OUTF OUTG OUTS OUTC OUTA OUTD OUTH PONDA PONDS PONDC PONDD PONDF PONDE PONDG PONDH Type JUNCT ION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL STORAGE S TORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE Maximum Lateral Inflow CFS 45.81 229.16 82.83 88.65 40.38 83.09 117.78 109.48 80.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Maximum Total Inflow CFS 45.81 229.16 82.83 88.65 40.38 83.09 117.78 109.48 80.29 2.86 8.57 17.78 9.90 14.80 1.13 20.55 33.13 45.81 229.16 82.83 88.65 83.09 40.38 117.78 186.52 4 Time of Max Occurrence days hr:min Lateral Inflow Volume 10^6 gal Total Inflow Volume 10^6 gal Flow Balance Error Percent 0 00:40 0 00:35 0 00:40 0 00:40 0 00:35 0 00:35 0 00:40 0 00:40 0 00:35 0 02:16 0 02:11 0 02:08 0 02:15 0 02:15 0 02:34 0 02:17 0 02:09 0 00:40 0 00:35 0 00:40 0 00:40 0 00:35 0 00:35 0 00:40 0 00:40 1.18 4.86 1.96 2.31 1.05 1.83 2.7 2.74 1.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.18 4.86 1.96 2.31 1.05 1.83 2.7 2.74 1.62 1.05 2.88 5.58 4.86 6.82 1.17 9.13 9.81 1.18 4.86 1.96 2.31 1.83 1.05 2.7 4.37 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.009 0.021 0.026 0.025 0.032 0.025 0.035 0.036 MEADOW RIDGE_100 YEAR PROPOSED ********************* N ode Flooding Summary * ******************** N o nodes were flooded * ********************* Storage Volume Summary * ********************* Storage Unit PONDA PONDB PONDC PONDD PONDF PONDE PONDC PONDH Average Volume 1000 ft3 *********************** Outfall Loading Summary *********************** Outfall Node O UTA O UTD OUTH 33.364 �� 73.1 31 22.953 ( 26.859 18.578 13.237 24.284 57.299 Flow Freq Pont 99.85 99.85 99.66 Avg Pcnt Full 10 8 6 6 4 3 5 6 Avg Flow CFS 0.35 2.69 2.90 Evap Ex.f i l P ont Pcnt L oss Loss 0 0 0 0 0 0 0 0 Max Flow CFS 1.13 20..55 33.13 0 0 0 0 0 0 0 0 5 Maximum Volume 1000 ft3 149.059 588.639 232.406 272.089 211.580 122.488 308.751 497.430 Total Volume 10^6 gal 1.173 9.126 9.807 Max Pcnt Full 46 61 56 60 42 29 58 51 Time of Max Occurrence days hr:min 0 02:34 0 02:15 02:16 0 /02:10 �2 : 10 0 F2 a 1 6 0 02:06 0 02:15 0 02:03 0 02:04 Max imurr Outflow CFS 1.13 9.90 4.91 5.75 5471 2.86 9.22 15.36 MEADOW RIDGE_100 YEAR PROPOSED System ******************** L ink Flow Summary ******************** L ink Al_DL A2 DL A3 DL A4 DL Bl_DL B2 DL B3_DL B4 DL B5_DL P IPE -1 P IPE -2 P IPE -3 P IPE -4 P IPE -5 OUTLET -A OUTLET -B OUTLET -C OUTLET -D OUTLET -E OUTLET -F OUTLET -G OUTLET -H 99.79 Type DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY ************************* 5.94 Maximum IFlowI CFS 45.81 229.16 82.83 88.65 40.38 83.09 117.78 109.48 80.29 9.90 14.80 2.86 8.57 17.78 1.13 9.90 . 9 0 4.91 5.75 2.86 5.71 9.22 15.36 33.13 Time of Max Occurrence days hr:min 0 00:40 0 00:35 0 00:40 0 00:40 0 00:35 0 00:35 0 00:40 0 00:40 0 00:35 0 02:18 0 02:18 0 02:18 0 02:13 0 02:13 0 02:34 0 02:15 0 02:10 0 02:16 0 02:16 0 02:07 0 02:03 0 02:04 6 20.106 Maximum I Ve l oc l ft/sec 7.66 8.88 4.75 7.44 7.98 Max/ Full Flow 0.82 0.54 0.30 0.71 0.79 Max / Full Depth 0.69 0.52 0.37 0.62 0.67 MEADOW RIDGE_l0U YEAR PROPOSED Conduit Surcharge Summary ************************* No conduits were surcharged. Analysis begun on: Tue May 14 15:06:10 2019 Analysis ended on: Tue May 14 15:06:10 2019 Total elapsed time: < 1 sec 7 POND SIZING Subdivision: MEADOW RIDGE Project Name: MEADOW RIDGE Project No. 299602 Calculated By: AYK Checked By: MRS Date: 5/15/2019 DETENTION POND SIZING Pond Basin Watershed Tributary (Type B) (Type C) Imperviousness WQCV 100 -Year Detention Allowable Release Pond Drain Time ID ID ID Area Soil Soil Q1oo (AC ' % % (%) i (AC -FT) (AC -FT) (CFS) (HOURS Al Lake Thomas 16,4 100.0 0.0 80.2 POND A Lake Thomas 16.4 100.0 0.0 80.2 0.36 3.42 1.15 90.72 A2 Diamond Reservoir 62,6 93.3 6.7 95.9 POND B Diamond Reservoir 62.6 93.3 6.7 95.9II 1.91 13.51 10.02 61.06 A3 _ Diamond Reservoir 30,8 81.7 18.3 57.7 ,` POND C Diamond Reservoir 30.8 81.7 18.3 57.7 0.47 5.34 4.93 58.97 A4 Diamond Reservoir 361 73.2 26.8 57.5 POND D Diamond Reservoir 36.1 73.2 26.8 57.5 0.55 6.25 5.77 59.21 - - B1 St. Vrain 13.6 100.0 0.0 95.4 POND E St. Vrain 13.6 100.0 0.0 95.4 0.41 2.81 2.99 55.23 B2 St. Vrain 26.3 59.8 40.2 73.6 POND F St. Vrain 26.3 59.8 40.2 73.6 0.52 4.86 5.78 54.74 B3 St. Vrain 42,9 94.4 5.6 56.7 POND G p St Vrain 42.9 94.4 5.6 56.7 0.65 7.09 9.44 53.91 B4 St. Vram 43.6 79.5 20.5 55.0 .p . B5 St. Vrain 26,6 64.4 35.6 50.3 POND H St. Vrain 70.1 73.8 26.2 53.2 1.01 11.42 15.43 51.55 DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Project: MEADOW RIDGE BasiniD: POND A MOWN% Brit 19 IiUW'a-- an Uri a 209149 SUL! 14 Cal la 9 ExarnpleZone Configuration iRetention Pond) Required Volume Calculation Selec:ec MP Type Watershed Area - Watershed Length = Watershed Slope = Watershed Imperviousness - Percentage Hydrologic Soil Group A = Percentage Hydrologic Soil Group B = Percentage Hydrologic Sod Groups CID = Desired WQCV Drain Time Location for 1 -hr Rainfall Depths Water Quality Capture Volume (WQCV) _ Excess Urban Runoff Volume {EURV)_ 2-yr Runoff Volume (P1 = 0-82 in.) _ 5-yr Runoff Volume (P1 = 1.1 in.) _ 10-yr Runoff Volume (P1 = 1.38 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2.24 In.) _ 100-yr Runoff Volume (P1 = 2.76 in.) _ 500-yr Runoff Volume (P1 = 3.89 in.) - Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume = Approximate 50-yr Detention Volume = Approximate 100-yr Detention Volume = Stage -Storage Calculation Zone 1 Volume (WOCV) Zone 2 Volume (EURV - Zone 1) _ Zone 3 Volume (100 -year - Zones 1 & 2) _ Total Detention Basin Volume = Initial Surcharge Volume (ISV) Initial Surcharge Depth (ISO) _ Total Available Detention Depth (Bin) _ Depth of Trickle Channel (Hie) _ Slope of Triclde Channel (Sr) (Sr):: Slopes of Main Basin Sides (Sm,e) Basin Length -to -Width Ratio (RL;..;) - Initial Surcharge Area (A,sv) = Surcharge Volume Length (L1sv) = Surcharge Volume Width (W is,,) = Depth of Basin Floor (II mop) = Length of Basin Floor (trines) = Width of Basin Floor (W Flood = ,Area of Basin Floor (AFrccu) = Volume o' Basin Floor (VFrccP) = Depth of Main Basin (Htavtr) = Length of Main Basin (L,,,,N) = Width cf Main Basin (W t,„ t,) = Area of Men Basin (A,,,,,,) _ Volume of Main Basin (VW„r,) _ Calculated Total Basin Volume (V,=call = RP 6.4: 1.575 0.010 80.17% 0.0% 100.0% 0.0% 12.0 Ene 0360 1.460 0.850 1.189 1.583 2.24 1 766 3.525 5.159 0.797 1.118 "492 Re5 2.096 2.429 0.360 1.100 0.970 2.429 NIA NIA N1A acres :Ift )ercent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre -feel acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet :i"3 ^3 acre-feet Optional User Override 1 -hr Precipita:ion 0.82 1.10 1.38 inches inches inches riches inches inches inches Depth Increment = Stage - Storage Description Stage {f?I Jahr a'. Dverrtde '-:age lit' Permanent Pool Width (h) Area (f142) Optional Override Area (f°'•2) Area (acre) Volume (ft"3) (ac -:-.: Pond A-UD-Detention v3.07, Basin 511512019. 3:43 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Project: MEADOW RIDGE Basin1D: POND B MOWN% Wird_ %WA an rti 1GF� I Uri a S T b 1 CT,F cat Mt* Example Zone Configuration lRetention Pond) Required Volume Calculation Selec:ec BMP Type = Watershed Area : Watershed Length = Watershed Slope = Watershed Imperviousness = Percentage HydrologlcSoil Group A = Percentage Hydrologic Sell Group S _ Percentage Hydrologic Soil Groups CID = Desired WQCV Drain Time = Location for 1 -hr Rainfall Depths = Water Quality Capture Volume (WQCV) _ Excess Urban Runoff Volume (EURV) _ 2-yr Runoff Volume (P1 = 012 in.) 5-yr Runoff Volume (P1 = 1.1 in.) f0-yr Runoff Volume (P1 = 1.38 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2-24 In.) _ 100-yr Runoff Volume (P1 = 2/6 In.) _ 500-yr Runoff Volume (P1 = 3-89 in-) _ Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume = Approximate 50-yr Detention Volume = Approximate 100-yr Detention Volume = Stage -Storage Calculation Zone 1 Volume (WOCV) Zone 2 Volume (EURV - Zane 1) _ Zone 3 Volume (100 -year - Zones 1 & 2) _ Total Detention Basin Volume = Initial Surcharge Volume (1SV) Initial Surcharge Depth (ISO) _ Total Available Detention Depth (Bin) _ Depth of Trickle Channel (Hie) _ Slope of TrlcWe Channel (Sr) (Sr):: Slopes of Main Basin Sides (Smarr) _ Basin Length -to -Width Ratio OR L,...,.) : Initial Surcharge Area (A,sv) = Surcharge Volume Length (Lisv) = Surcharge Volume Width (W isv) = Depth of Basin Floor (H EWeR) = Length of Basin Finer (Ennis) = Width of Basin Floor (W FWOR) = Am of Basin Floor {Amu) = Volume c: Basin Floor (VFsccP) = Depth of Main Basin (Hsavta) = Length at Main Basin (Lrvmu) = Width ci Main Basin (W w' r,) = Area of Main Basin (A,,,,,,) _ Volume of Main Basin (Vman,) _ Calculated Total Basin Volume (mr,r) = RP 6260 2.867 0.0 95.94% 0.0% 93.3% 6.7% 12.0 Eric 1 906 6.712 4.009 5.533 7.141 9.721 11154 14112 21-077 3.764 5.204 6.786 8 482 9.512 10.781 1.9C6 4106 4.069 10/81 NIA NA NIA NIA user user 1st• User user user user user user user user user uSUS user .7•C rcont percent percent percent hours acre-feet acre -fee€ acre -fee acre-feet acre -feed acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre -feed acre-feet 103 :^2 ^3 acre-feet Optional User Override 1 -hr Precipita:ion 0-82 1.10 1.38 inches inches inches inches inches inches inches Death Increment = Stage -Storage Description Stage till 1_ ::age ;iii ;i Width fit) Area (ft^2) Option E Ova'lr Arc: 1 _ Area (acre) Volume ftae-`:i Volumc- Permanent Pool 0.00 -- — e 0.004 ll 1.00 -• 1.883 0.043 1,003 0.023 2.00 15,44 0.355 9,532 3.219 3.00 -- -- - 25.142 0.577 29.980 0.688 4.00 -- -- 29.598 0.679 57.350 1.317 5 5:1 33,144 0.76` 88.721 2 iri 7 6 00 36,852 0.846 123,719 2.840 7 03 40,776 0S36 162,533 3131 8.00 -- -- -- 44.951 1.032 205.397 4.715 9.03 -- - 49.101 1.127 252.423 5.795 10.00 -- -- - 56.294 1.292 305.120 7.005 Pond B-UD-Detention v3.07, Basin 511512019, 3:44 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Project: MEADOW RIDGE BasiniD: POND C MOWN% Ord_ 1' IiUW'a-- an Uri a s.s,-_ cat Mt* ExarnpleZone Configuration lRetention Pond) Required Volume Calculation Selecec Bh4 P Type = Watershed Area - Watershed Length Watershed Slope Watershed Imperviousness Percentage Hydrologic Soil Group A Percentage Hydrologic Soil Group B Percentage Hydrologic Sod Groups CID Desired WQCV Drain Time Location for 1 -hr Rainfall Depths Water Quality Capture Volume {WCICV) Excess Urban Runoff Volume{EURV) : 2-yr Runoff Volume (P1= 0-82 in.) 5-yr Runoff Volume (P1 = 1.1 in.) 10-yr Runoff Volume (P1 = 1.38 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2.24 in.) 100-yr Runoff Volume (P1 = 2/6 in.) _ 500-yr Runoff Volume (P1 = 3.89 in.) _ Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume : Approximate 50-yr Detention Volume : Approximate 100-yr Detention Volume : Stage -Storage Calculation Select Zone 1 Storage Volume (Required) _ Select Zone 2 Storage Volume {Optional) : Select Zone 3 Storage Volume {Optional) : Total Detention Basin Volume = Initial Surcharge Volume (ISV) Initial Surcharge Depth (ISD) Total Available Detention Depth (Hs,') _ Depth of Trickle Channel (Hie) : Slope of Triclde Channel (Sr) (Sr):: Slopes of Main Basin Sides (Sm,n) Basin Length -to -Width Ratio (RL;..;) : Initial Surcharge Area (A,sv) = Surcharge Volume Length (L1sv) = Surcharge Volume Width (W is,,) = Depth of Basin Floor (II mop) = Length of Basin Floor (Lri es) = Width of Basin Floor (W Flood = ,Area of Basin Floor {Amu) = Volume o' Basin Floor (VFrccP) = Depth of Main Basin (Hravt4) = Length of Main Basin (L,,,m) = Width cf Main Basin (W w' r,) = Area of Main Basin (A,,,,,,) _ Volume of Main Basin (VWI,r,) _ Calculated Total Basin Volume (Ural = RP 30.80 1.860 0.008 57.69% 0.0% 81.7% 18.3% 12.0 Erie 1-881 1.088 1.583 2.217 ?..t40 -1 389 5.781 8.765 1.019 1.488 2.025 2 556 2.879 3.484 NIA NIA NIA acres :Ift :!ercent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre -feel acre-feet acre-feet ^3 acre-feet Optional User Override 1 -hr Precipita:ion 0.82 1.10 1.38 inches inches inches inches inches inches inches Depth Increment = Stage - Storage Descriplian Stage {faI Jpti©ng.. Dverride -.age lit) Permanent Pool Width (h) Area (0^2) Optional Override Area (f "2) Area (acre) Volume (ft"3) Volumr- (ae i Pond C•UD-Detention x3.07, Basin 511512019. 3:44 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Frc.ect: MEADOW R.DGE Basin1D: Pond D 4114044 MOWN% Wird_ 19 HU 'VII - K1GF, 249149 ELM. cal la 9 ExarnpleZone Configuration lRetention Pond) Required Volume Calculation Selec:ec Bh4PType = Watershed Area Watershed Length Watershed Slope Watershed Imperviousness Percentage Hydrologic Soil Group A Percentage Hydrologic Soil Group B Percentage Hydrologic Sod Groups CID Desired WQCV Drain Time Location for 1 -hr Rainfall Depths Water Quality Capture Volume {WCICV) Excess Urban Runoff Volume{EURV) 2-yr Runoff Volume (P1 = 012 in.) = 5-yr Runoff Volume (P1 = 1.1 in.) _ 10-yr Runoff Volume (P1 = 1.38 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2.24 In.) 100-yr Runoff Volume (P1 = 2/6 In.) 500-yr Runoff Volume (P1 = 3.89 in.) _ Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume = Approximate 50-yr Detention Volume = Approximate 100-yr Detention Volume = Stage -Storage Calculation Select Zone 1 Storage Volume (Required) _ Select Zone 2 Storage Volume {Optional) = Select Zone 3 Storage Volume {Optional) = Total Detention Basin Volume = Initial Surcharge Volume (ISV) Initial Surcharge Depth (ISD) Total Available Detention Depth (Hsu') _ Depth of Trickle Channel (Hie) Slope of Triclde Channel (Sr) (Sr):: Slopes of Main Basin Sides (Smarr) Basin Length -to -Width Ratio (RL;,.;j : Initial Surcharge Area (A,sv) = Surcharge Volume Length (L1sv) = Surcharge Volume Width (W is,,) = Depth of Basin Floor (II mop) = Length of Basin Floor (Lri es) = Width of Basin Floor (W Flood = ,Area of Basin Floor {Amu) = Volume o: Basin Floor (VFrccP) = Depth of Main Basin (Hravta1 = Length of Main Basin {L,,,,,,) = Width cf Main Basin (W w,,,,) = Area of Main Basin (A,,,,,,) _ Volume or Main Basin (Vman4) _ Calculated Total Basin Volume (Vr„tl = RP 36.0 2.450 0.009 5747% 0.0% 73.2% 26.8% 42.0 Ene 549 2.174 1.272 1.863 2.600 4.034 5.152 6.787 10.288 1.192 1.751 2.358 2 974 3.348 4.058 NIA NIA N1A ultirtik anrtte acres :Ift ::ercent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet ::A3 ^3 acre-feet Optional User Override 1 -hr Precipita:ion 0.82 1.10 1.38 7F inches inches inches inches inches inches inches Depth Increment = Stage - Storage Description Stage {lt1 Jpiion Override '-:age 11t) Permanent Pool - 1;1.. Width (h) Area (ft 2) Optional Override Area (f°'•2) Area (acre) Volume (ft"3) Volumc- Pond D-UD-Detention x3.07. Basin 511512019. 3:45 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Project: MEADOW RIDGE BasiniD: BASIN E MOWN% Wird_ 1'7 FI%WA an— K1G11. I catct* ExarnpleZone Configuration {Retention Pond) Required Volume Calculation Selec:ec MP Type Watershed Area = Watershed Length = Watershed Slope = Watershed Imperviousness - Percentage Hydrologic Soil Group A = Percentage Hydrologic Soil Group B = Percentage Hydrologic Sod Groups CID = Desired WQCV Drain Time Location for 1 -hr Rainfall Depths Water Quality Capture Volume (WQCV) _ Excess Urban Runoff Volume {EURV)_ 2-yr Runoff Volume (P1 = 0-81 in.) 5-yr Runoff Volume (P1 = 1.11 in.) : t0-yr Runoff Volume (P1 = 1.39 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2-24 In.) _ 100-yr Runoff Volume (P1 = 2.68 In.) _ 500-yr Runoff Volume (P1 = 3.89 in.) _ Approximate 2-yr Detention Volume : Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume = Approximate 50-yr Detention Volume = Approximate 100-yr Detention Volume = Stage -Storage Calculation Zone 1 Volume (W OCV) Zone 2 Volume (EURV - Zone 1) _ Zone 3 Volume (100 -year - Zones 1 & 2) _ Total Detention Basin Volume = Initial Surcharge Volume (ISV) Initial Surcharge Depth (ISO) _ Total Available Detention Depth (Bin) _ Depth of Trickle Channel (Hie) _ Slope of TrlcWeChannel (Sr) (Sr):: Slopes of Main Basin Sides (Smarr) Basin Length -to -Width Ratio (RL;..;) - Initial Surcharge Area (A,sv) = Surcharge Volume Length (L1sv) = Surcharge Volume Width (W isv) = Depth of Basin Floor (Hmop) = Length of Basin Floor (trines) = Width of Basin Floor (W Flood = ,Area of Basin Floor (AFrccu) = Volume o' Basin Floor (VFrccP) = Depth of Main Basin (Htavta) = Length of Main Basin (L,,,m) = Width cf Main Basin (W rw,u,) = Area of Men Basin (A,,,,,,) _ Volume or Main Basin (Vman4) = Calculated Total Basin Volume (Vrc,tl = RP 13.60 1.601 0.006 95.38% 0.0% 100.0% 0.0% 12.0 Erie 0.409 1.460 0.856 1.204 1.555 2.104 2.54 4 3.094 4.568 0.804 1.132 "479 17 2.062 2.272 0.409 1.051 0.811 2.272 NIA NIA WA acres xft ::ercent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre -feel acre-feet acre-feet acre-feet acre -feel acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre -feel acre-feet acre-feet ftA3 ^3 acre-feet Optional User Override 1 -hr Precipitation inches inches inches riches inches inches inches Depth Increment = Stage - Storage Description Stage {lt1 Ja h©::a'. Dverrtde '-:age d1t' Permanent Pool Width (h) Area (ft 2) Optional Override Area ("'•2) Area (acre) Volume (ft"3) Volumc- Pond E-UD-Detention v3.07, Basin 511512019. 3:45 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Project: MEADOW RIDGE BasiniD: POND F MOWN% Wird_ 14 HUM!" an— IlX11. I Uri a s.s,-_ cat Mt* ExarnpleZone Configuration {Retention Pond) Required Volume Calculation Selec:ec Bh4 P Type = Watershed Area - Watershed Length Watershed Slope Watershed Imperviousness Percentage Hydrologic Soil Group A Percentage Hydrologic Soil Group B Percentage Hydrologic Sod Groups CID Desired WQCV Drain Time Location for 1 -hr Rainfall Depths Water Quality Capture Volume (WQCV) Excess Urban Runoff Volume{EURV) 2-yr Runoff Volume (P1 = 0-82 in.) 5-yr Runoff Volume (P1 = 1.1 in.) 10-yr Runoff Volume (P1 = 1.38 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2.24 In.) a. 100-yr Runoff Volume (P1 = 2/6 In.) _ 500-yr Runoff Volume (P1 = 3.89 in.) _ Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume Approximate 50-yr Detention Volume Approximate 100-yr Detention Volume Stage -Storage Calculation Select Zone 1 Storage Volume (Required) _ Select Zone 2 Storage Volume {Optional) Select Zone 3 Storage Volume {Optional) Total Detention Basin Volume Initial Surcharge Volume (ISV) Initial Surcharge Depth (ISD) Total Available Detention Depth (Hs,') _ Depth of Trickle Channel (Hie) Slope of Triode Channel (Sr) Slopes of Main Basin Sides (Sm,n) Basin Length -to -Width Ratio (RL;..;) : Initial Surcharge Area (A,sv) = Surcharge Volume Length (L1sv) = Surcharge Volume Width (W is,,) = Depth ol Basin Floor (Hmop) = Length of Basin Floor (Lri es) = Width of Basin Floor (W Flood = ,Area of Basin Floor {Amu) = Volume o: Basin Floor (VFrccP) = Depth of Main Basin (Htavt4) = Length of Main Basin (L,,,m) = Width cf Main Basin (W w' r,) = Area of Men Basin (A,,,,,,) _ Volume of Main Basin (VWI,r,) _ Calculated Total Basin Volume (Ural = RP 26.60 1,566 0.006 73.65% 0.0% 59.8% 40.2% 12.0 Erie 0.519 2.060 1.254 1.796 2.390 3.462 4.3'1 5.544 8.179 1.177 1.690 2198 3.068 3.601. NIA NIA NIA acres xft :!ercent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet ^3 acre-feet Optional User Override 1 -hr Precipita:ion 0.82 1.10 1.38 inches inches inches riches inches inches inches Depth Increment = Stage - Storage Description Stage {In Ja h©::a'. Dverrtde '-:age 11t Permanent Pool Width (h) Area (0^2) Optional Override Area (1" •2) Area (acre) Volume (ft"3) Volumr- Pond F-UD-Detention X13.07. Basin 511512019., 3:46 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Project: MEADOW RIDGE BasiniD: POND G MOWN% Brit 19 HUW'a an- IlX11. I Uri a 209149 SUL! 14 cal la 9 ExarnpleZone Configuration iRetention Pond) Required Volume Calculation Selec:ec MP Type Watershed Area - Watershed Length = Watershed Slope = Watershed Imperviousness - Percentage Hydrologic Soil Group A = Percentage Hydrologic Soil Group B = Percentage Hydrologic Sod GroupsCID = Desired WQCV Drain Time Location for 1 -hr Rainfall Depths Water Quality Capture Volume (WQCV) _ Excess Urban Runoff Volume {EURV)_ 2-yr Runoff Volume (P1 = 0-82 in.) _ 5-yr Runoff Volume (P1 = 1.1 in.) _ 10-yr Runoff Volume (P1 = 1.38 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2.24 in.) _ 100-yr Runoff Volume (P1 = 2.76 in.) _ 500-yr Runoff Volume (P1 = 3.89 in.) - Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume = Approximate 50-yr Detention Volume = Approximate 100-yr Detention Volume = Stage -Storage Calculation Zone 1 Volume (W OCV) Zone 2 Volume (EURV - Zone 1) _ Zone 3 Volume (100 -year - Zones 1 & 2) _ Total Detention Basin Volume = Initial Surcharge Volume (ISV) Initial Surcharge Depth (ISO) _ Total Available Detention Depth (Hsi') _ Depth of Trickle Channel (Hie) _ Slope of Triclde Channel (Sr) (Sr):: Slopes of Main Basin Sides (Sm,n) Basin Length -to -Width Ratio (RL;..;) - Initial Surcharge Area (A,sv) = Surcharge Volume Length (L1sv) = Surcharge Volume Width (W is) = Depth of Basin Floor (II mop) = Length of Basin Floor (trines) = Width of Basin Floor (W Flood = ,Area of Basin Floor (AFrccu) = Volume o' Basin Floor (VFrccP) = Depth of Main Basin (Htavtr) = Length of Main Basin (L,,,,m) = Width cf Main Basin (W w' r4) = Area of Men Basin (A„.w4) _ Volume of Main Basin (VWsn,) _ Calculated Total Basin Volume (Vmcall = RP 42.90 2.218 0-010 56.66% 0.0% 94.5% 5.5% Erie 0.645 2.608 1.479 2.136 3.021 4.721 6.029 7.958 12102 1.385 2.007 2.784 3 57: 3.974 4.810 0.645 1.963 2.202 4.810 NIA NIA WA acres xft )ercent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre -feel acre-feet acre-feet acre-feet acre -feel acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet ft"3 ^3 acre-feet Optional User Override 1 -hr Precipita:ion 0.82 1.10 1.38 inches inches inches riches inches inches inches Depth Increment = Stage - Storage Description Stage {f?I Jahr a'. Dverrfde '-:age 11t' Permanent Pool Width (h) Area (ft 2) Optional Override Area (f142) Area (acre) Volume (ft"3) Volumr- Pond G-UD-Detenlion_v3.07. Basin 511512019. 3:46 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detention, Version 3.07 'February 2017: Project: MEADOW RIDGE BasiniD: POND H MOWN% Wird_ 14 HUM!" an— IlX11. I Uri a s . sues cat Mt* ExarnpleZone Configuration iRetention Pond) Required Volume Calculation Selec:ec Bh4 P Type = Watershed Area - Watershed Length Watershed Slope Watershed Imperviousness Percentage Hydrologic Soil Group A Percentage Hydrologic Soil Group B Percentage Hydrologic Sod Groups CID Desired WQCV Drain Time Location for 1 -hr Rainfall Depths Water Quality Capture Volume (WCICV) Excess Urban Runoff Volume{EURV) : 2-yr Runoff Volume (P1= 0-82 in.) 5-yr Runoff Volume (P1 = 1.1 in.) 10-yr Runoff Volume (P1 = 1.38 in.) _ 25-yr Runoff Volume (P1 = 1.84 in.) 50-yr Runoff Volume (P1 = 2.24 In.) 100-yr Runoff Volume (P1 = 2/6 In.) 500-yr Runoff Volume (P1 = 3.89 in.) _ Approximate 2-yr Detention Volume = Approximate 5-yr Detention Volume = Approximate 10-yr Detention Volume = Approximate 25-yr Detention Volume : Approximate 50-yr Detention Volume : Approximate 100-yr Detention Volume : Stage -Storage Calculation Select Zone 1 Storage Volume (Required) _ Select Zone 2 Storage Volume {Optional) = Select Zone 3 Storage Volume {Optional) = Total Detention Basin Volume = Initial Surcharge Volume (ISV) Initial Surcharge Depth (ISD) Total Available Detention Depth (Hs,') _ Depth of Trickle Channel (Hie) : Slope of Triclde Channel (Sr) (Sr):: Slopes of Main Basin Sides (Sm,n) Basin Length -to -Width Ratio (RL;..;) : Initial Surcharge Area (A,sv) = Surcharge Volume Length (L1sv) = Surcharge Volume Width (W is,,) = Depth ol Basin Floor (II mop) = Length of Basin Finer (Lri es) = Width of Basin Floor (W Flood = ,Area of Basin Floor {Amu) = Volume o: Basin Floor (VFrccP) = Depth of Main Basin (Htaat4) = Length of Main Basin (L,,,,m) = Width cf Main Basin (W w' r4) = Area of Men Basin (A„4m) _ Volume of Main Basin (VWsn,) _ Calculated Total Basin Volume (U'rc,tl = RP 70 'IJ 4.000 0.009 53.20% 0.0% 73.8% 26.2% 12.0 Erie 1.006 3.886 2-257 3.332 4.722 1.496 9.65' 12-810 19-570 2.114 3.133 4.256 5 395 6.082 7.445 NIA NIA NIA acres :Ift :!ercent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet ^3 acre-feet Optional User Override 1 -hr Precipita:ion 0.82 1.10 1.38 inches inches inches riches inches inches inches Depth Increment = Stage - Storage Description Stage {f?I Ja h©::a'. Dverrtde Permanent Pool Width (h) Area (ft 2) Optional Override Area (f°'•2) Area (acre) Volume (ft"3) Volumc- Pond H-UD-Detention x3.07. Basin 511512019. 3:47 PM POND OUTLET DESIGN Subdivision: MEADOW RIDGE WOCV 100 -Year Project Name: MEADOW RIDGE Project No. 299602 Calculated By: AYK Checked By: MRS Date: 5/15/2019 Pond A: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WOCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft cfs cfs cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 20611.99 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 21124.07 0.08 0.00 0.08 0.08 5216.88 5216,88 0.12 17.16 17.16 1000.5 0.5 21642.43 0.12 0.00 0.12 0.12 5345.68 10562.56 0.24 12.44 29.60 1001 1 22698.01 0.17 0.17 0.17 0.34 0.34 5608.00 21646.62 0.50 4.57 44.57 1001.25 1.25 23235.22 0.19 0.24 0.24 0.43 0.43 5741.52 27388.14 0.63 3.73 48.30 1001.5 1.5 23778.71 0.21 0.29 0.29 0.50 0.50 5876.61 33264.75 0.76 3.28 51.58 1001.75 1.75 24328.49 0.22 0.34 0.34 0.56 0.56 6013.27 39278.02 0.90 2.99 54.57 1002 2 24884.56 0.24 0.37 0.37 0.61 0.61 6151.50 45429.52 1.04 2.79 57.36 1002.25 2.25 25446.90 0.25 0.41 0,41 0.66 0.66 6291.30 51720.83 1.19 2.64 59.99 1002.5 2.5 26015.53 0.27 0.44 0,44 0.71 0.71 6432.67 58153.50 1.34 2.52 62.51 1002.75 2.75 2659044 0.28 0.47 0.47 0.75 0.75 6575.62 64729.11 1.49 2.43 64.94 1003 3 27171.63 0.29 0.50 0,50 0.79 0.79 6720.13 71449.24 1.64 2.35 67.29 1003.25 3.25 27759.11 0.30 0.53 0,53 0.83 0.83 6866.21 78315.45 1.80 2.29 69.58 1003.5 3.5 28352.87 0.32 0.55 0.55 0.87 0.87 7013.87 85329.32 1.96 2.24 71.83 1003.75 3.75 28952.92 0.33 0.58 0,58 0.90 0.90 7163.09 92492.41 2.12 2.20 74.03 1004 4 29559.25 0.34 0.60 0.60 0.94 0.94 7313.89 99806.30 2.29 2.16 76.19 1004.25 4.25 30171.86 0.35 0.62 0.62 0.97 0.97 7466.26 107272.56 2.46 2.13 78.32 1004.5 4.5 30790.75 0.36 0.65 0.65 1.00 1.00 7620.19 114892.76 2.64 2.11 80.43 1004.75 4.75 31415.93 0.37 0.67 0.67 1.03 1.03 7775.70 122668.46 2.82 2.09 82.52 1005 5 32047.39 0.38 0.69 0.69 1.06 1.06 7932.78 130601.24 3.00 2.07 84.59 1005.25 5.25 32685.13 0.39 0.71 0/1 1.09 1.09 8091.43 138692.68 3.18 2.05 86.64 1005.5 5.5 33329.16 0.40 0.73 0.73 1.12 1.12 8251.65 146944.33 3.37 2.04 88.69 1005.75 5.75 33979.47 �� _ � ,� �� j __ ' 1006 6 34636.06 0.41 0.76 0.76 1.18 1.18 8576.81 163934.59 3.76 2.02 92.74 1006.25 6.25 35298.94 0.42 0.78 0,78 1.20 1.20 8741.74 172676.33 3.96 2.02 94.76 1006.5 6.5 35968.09 0.43 0.80 0.80 1.23 1.23 8908.25 181584.58 4.17 2.01 96.77 1006.75 6.75 36643.54 0.44 0.82 0.82 1.25 1.25 9076.32 190660.90 4.38 2.01 98.78 1007 7 37325.26 0.45 0.83 0,83 1.28 1.28 9245.97 199906.87 4.59 2.01 100.79 1007.25 7.25 38013.27 0.45 0.85 0.85 1.30 1.30 9417.19 209324.06 4.81 2.01 102.80 1007.5 7.5 38707.56 0.46 0.87 0.87 1.33 1.33 9589.97 218914.03 5.03 2.01 104.80 1007.75 7.75 39408.14 0.47 0.88 0.88 1.35 1.35 9764.33 228678.36 5.25 2.01 106.81 1008 8 40115.00 0.48 0.90 0.90 1.37 1.37 9940.26 238618.62 5.48 2.01 108.82 1008.25 8.25 40828.14 0.49 0.91 0,91 1.40 1.40 10117.76 248736.38 5.71 2.01 110.83 1008.5 8.5 41547.56 0.49 0.93 0,93 1.42 1.42 10296.83 259033.22 5.95 2.02 112.85 1008.75 8.75 42273.27 0.50 0.94 0.94 1.44 1.44 10477.47 269510.69 6.19 2.02 114.86 1009 9 43005.26 0.51 0.96 0.96 1.46 1.46 10659.69 280170.37 6.43 2.02 116.89 1009.25 9.25 43743.54 0.51 0.97 0.97 1.48 1.48 10843.47 291013.84 6.68 2.03 118.92 1009.5 9.5 44488.09 0.52 0.98 0.98 1.51 1.51 11028.82 302042.67 6.93 2.04 120.95 1009.75 9.75 45238.93 0.53 1.00 1.00 1.53 1.53 11215.75 313258.41 7.19 2.04 122.99 1010 10 45996.06 0.53 1.01 1.01 1.55 1.55 11404.24 324662.66 7.45 2.05 125.04 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.035 SF 2,2 inch 1000 Orifice Center 1000.09 0.07 SF 3.2 inch 1000.73 Orifice Center 1000.87 WQCV 100 -Year Pond B: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WQCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft oft cfs cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 75476.76 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 76453.80 0.44 0.00 0.44 0.44 18991.19 18991.19 0.44 12.13 12.13 1000.5 0.5 77437.12 0.62 0,00 0.62 0.62 19236.23 38227.42 0.88 8.69 20.81 1000.75 0.75 78426.72 0.75 0,00 0.75 0.75 19482.85 57710.27 1.32 7.18 27.99 1001 1 79422.60 0.87 0.00 0.87 0.87 19731.03 77441.31 1.78 6.30 34.29 F° 1001.5 1.5 81433.22 1.07 2.14 2.14 3,20 3.20 20232.12 117654.22 2.70 1.76 41.76 1001.75 1.75 82447.96 1.15 2.69 2,69 3.84 3.84 20485.02 138139.23 3.17 1.48 43.24 1002 2 83468.98 1.23 3.14 3.14 4.37 4.37 20739.49 158878.72 3.65 1.32 44.56 1002.25 2.25 84496.28 1.31 3.54 3.54 4.84 4.84 20995.53 179874.24 4.13 1.20 45.76 1002.5 2.5 85529.86 1.38 3.89 3.89 5.27 5.27 21253.14 201127.38 4.62 1.12 46.88 1002.75 2.75 86569.73 1.44 4.22 4.22 5.66 5.66 21512.32 222639.70 5.11 1.06 47.94 1003 3 87615.88 1.51 4.52 4.52 6.03 6.03 21773.07 244412.77 5.61 1.00 48.94 1003.25 3.25 88668.31 1.57 4.81 4,81 6.38 6.38 22035.39 266448.16 6.12 0.96 49.90 1003.5 3.5 89727.03 1.63 5.08 5.08 6.70 6.70 22299.29 288747.45 6.63 0.92 50.82 1003.75 3.75 90792.03 1.68 5.33 5.33 7.01 7.01 22564.75 311312.20 7.15 0.89 51.72 1004 4 91863.31 1.74 5.57 5.57 7.31 7.31 22831.79 334143.98 7.67 0.87 52.59 1004.25 4.25 92940.88 1.79 5.81 5.81 7.60 7.60 23100.39 357244.38 8.20 0.84 53.43 1004.5 4.5 94024.73 1.85 6.03 6.03 7.88 7.88 23370.57 380614.95 8.74 0.82 54.25 1004.75 4.75 95114.86 1.90 6.25 6.25 8.14 8.14 23642.32 404257.26 9.28 0.81 55.06 1005 5 96211.28 1.95 6.45 6.45 8.40 8.40 23915.64 428172.90 9.83 0.79 55.85 1005.25 5.25 97313.97 1.99 6.66 6,66 8.65 8.65 24190.53 452363.42 10.38 0.78 56.63 1005.5 5.5 98422.96 2.04 6.85 6.85 8.89 8.89 24466.99 476830.41 10.95 0.76 57.39 1005.75 5.75 99538.22 2.09 7.04 7.04 9.13 9.13 24745.02 501575.43 11.51 0.75 58.15 1006 6 100659.77 2.13 7.23 7.23 9.36 9.36 25024.62 526600.04 12.09 0.74 58.89 1006.25 6.25 101787.60 2.18 7.41 7,41 9.59 9.59 25305.79 551905.83 12.67 0.73 59.62 1006.5 6.5 102921.72 2.22 7.59 7.59 9.81 9.81 25588.53 577494.37 13.26 0.72 60.35 ,. 1007 7 105208.80 2.30 7.93 7.93 10.23 10.23 26158.73 629525.95 14.45 0.71 61.77 1007.25 7.25 106361.76 2.34 8.09 8.09 10.44 10.44 26446.19 655972.14 15.06 0.70 62.48 1007.5 7.5 107521.01 2.38 8.26 8.26 10.64 10.64 26735.22 682707.35 15.67 0.70 63.18 1007.75 7.75 108686.54 2.42 8.41 8,41 10.84 10.84 27025.81 709733.17 16.29 0.69 63.87 1008 8 109858.35 2.46 8.57 8.57 11.03 11.03 27317.98 737051.15 16.92 0.69 64.56 1008.25 8.25 111036.45 2.50 8.72 8.72 11.22 11.22 27611.72 764662.87 17.55 0.68 65.24 1008.5 8.5 112220.83 2.54 8.87 8,87 11.41 11.41 27907.03 792569.90 18.19 0.68 65.92 1008.75 8.75 113411.49 2.57 9.02 9.02 11.60 11.60 28203.91 820773.81 18.84 0.68 66.59 1009 9 114608.44 2.61 9.17 9.17 11.78 11.78 28502.36 849276.17 19.50 0.67 67.27 1009.25 9.25 115811.67 2.65 9.31 9,31 11.96 11.96 28802.38 878078.55 20.16 0.67 67.94 1009.5 9.5 117021.18 2.68 9.45 9.45 12.13 12.13 29103.98 907182.53 20.83 0.67 68.60 1009.75 9.75 118236.98 2.72 9.59 9,59 12.31 12.31 29407.14 936589.67 21.50 0.66 69.27 1010 10 119459.06 2.75 9.73 9,73 12.48 12.48 29711.87 966301.54 22.18 0.66 69.93 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.181 SF 5,1 inch 1000 Orifice Center 1000.21 0.68 SF 9.9 inch 1001.07 Orifice Center 1001.48 wQcv 100 -Year Pond C: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WQCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft ofs cfs cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 27759.11 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 28352.87 0.11 0.00 0.11 0.11 7013.87 7013.87 0.16 17.21 17.21 1000.5 0.5 28952.92 0.16 0,00 0.16 0.16 7163.09 14176.96 0.33 12.43 29.64 0.20 =I H I 1001 1 30171.86 0.23 0.97 0.97 1.19 1.19 7466.26 28957.11 0.66 1.74 41.74 1001.25 1.25 30790.75 0.25 1.32 1.32 1.58 1.58 7620.19 36577.30 0.84 1.34 43.08 1001.5 1.5 31415.93 0.28 1.60 1.60 1.88 1.88 7775.70 44353.01 1.02 1.15 44.23 1001.75 1.75 32047.39 0.30 1.84 1,84 2.14 2.14 7932.78 52285.79 1.20 1.03 45.26 1002 2 32685.13 0.32 2.05 2.05 2.37 2.37 8091.43 60377.22 1.39 0.95 46.21 1002.25 2.25 33329.16 0.34 2.24 2.24 2.58 2.58 8251.65 68628.88 1.58 0.89 47.10 1002.5 2.5 33979.47 0.36 2.42 2.42 2.78 2.78 8413.45 77042.32 1.77 0.84 47.94 1002.75 2.75 34636.06 0.38 2.58 2.58 2.96 2.96 8576.81 85619.13 1.97 0.81 48.74 1003 3 35298.94 0.39 2.74 2.74 3.13 3.13 8741.74 94360.88 2.17 0.78 49.52 1003.25 3.25 35968.09 0.41 2.88 2,88 3.29 3.29 8908.25 103269/2 2.37 0.75 50.27 1003.5 3.5 36643.54 0.42 3.02 3.02 3.44 3.44 9076.32 112345.45 2.58 0.73 51.01 1003.75 3.75 37325.26 0.44 3.15 3.15 3.59 3.59 9245.97 121591.42 2.79 0.72 51.72 1004 4 38013.27 0.45 3.28 3.28 3.73 3.73 9417.19 131008.60 3.01 0.70 52.42 1004.25 4.25 38707.56 0.47 3.40 3.40 3.87 3.87 9589.97 140598.58 3.23 0.69 53.11 1004.5 4.5 39408.14 0.48 3.52 3,52 4.00 4.00 9764.33 150362.91 3.45 0.68 53.79 1004.75 4.75 40115.00 0.49 3.64 3.64 4.13 4.13 9940.26 160303.17 3.68 0.67 54.46 1005 5 40828.14 0.51 3.75 3.75 4.25 4.25 10117.76 170420.93 3.91 0.66 55.12 1005.25 5.25 41547.56 0.52 3.85 3,85 4.37 4.37 10296.83 180717.76 4.15 0.65 55.77 1005.5 5.5 42273.27 0.53 3.96 3.96 4.49 4.49 10477.47 191195.23 4.39 0.65 56.42 1005.75 5.75 43005.26 0.54 4.06 4.06 4.60 4.60 10659.69 201854.92 4.63 0.64 57.06 1006 6 43743.54 0.55 4.16 4.16 4.71 4.71 10843.47 212698.39 4.88 0.64 57.70 1006.25 6.25 44488.09 0.57 4.26 4,26 4.82 4.82 11028.82 223727.21 5.14 0.64 58.34 1006.75 6.75 45996.06 0.59 4.45 4.45 5.03 5.03 11404.24 246347.20 5.66 0.63 59.60 1007 7 46759.47 0.60 4.54 4.54 5.14 5.14 11594.31 257941.51 5.92 0.63 60.22 1007.25 7.25 47529.16 0.61 4.63 4.63 5.24 5.24 11785.95 269727.46 6.19 0.63 60.85 1007.5 7.5 48305.13 0.62 4.71 4.71 5.33 5.33 11979.15 281706.61 6.47 0.62 61.47 1007.75 7.75 49087.39 0.63 4.80 4.80 5.43 5.43 12173.93 293880.55 6.75 0.62 62.10 1008 8 49875.92 0.64 4.88 4.88 5.52 5.52 12370.28 306250.83 7.03 0.62 62.72 1008.25 8.25 50670.75 0.65 4.97 4.97 5.62 5.62 12568.20 318819.03 7.32 0.62 63.34 1008.5 8.5 51471.85 0.66 5.05 5.05 5.71 5.71 12767.69 331586.73 7.61 0.62 63.96 1008.75 8.75 52279.24 0.67 5.13 5.13 5.80 5.80 12968.76 344555.48 7.91 0.62 64.58 1009 9 53092.92 0.68 5.21 5,21 5.89 5.89 13171.39 357726.87 8.21 0.62 65.20 1009.25 9.25 53912.87 0.69 5.29 5,29 5.98 5.98 13375.59 371102.46 8.52 0.62 65.83 1009.5 9.5 54739.11 0.70 5.36 5.36 6.06 6.06 13581.37 384683.83 8.83 0.62 66.45 1009.75 9.75 55571.63 0.71 5.44 5.44 6.15 6.15 13788.71 398472.54 9.15 0.62 67.07 1010 10 5641044 0.72 5.51 5.51 6.23 6.23 13997.63 412470.17 9.47 0.62 67.70 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.047 SF 2.6 inch 1000 Orifice Center 1000.11 0.38 SF 7.4 inch 1000.72 Orifice Center 1001.02 WQCV 100 -Year Pond D: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WQCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft cfs cfs cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 31415.93 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 32047.39 0.13 0.00 0.13 0.13 7932.78 7932.78 0.18 17.23 17.23 1000.5 0.5 32685.13 0.18 0.00 0.18 0.18 8091.43 16024.22 0.37 12.43 29.65 0.22 8251.65 24275.87 0.56 10.35 40.00 1001 1 3397947 0.26 1.06 1.06 1.32 1.32 8413.45 32689.32 0.75 1.77 41.77 1001.25 1.25 34636.06 0.29 1.49 1.49 1.77 1.77 8576.81 41266.13 0.95 1.34 43.11 1001.5 1.5 35298.94 0.31 1.82 1,82 2.13 2.13 8741.74 50007.87 1.15 1.14 44.25 1001.75 1.75 35968.09 0.34 2.09 2.09 2.43 2.43 8908.25 58916.12 1.35 1.02 45.27 1002 2 36643.54 0.36 2.34 2.34 2.70 2.70 9076.32 67992.44 1.56 0.93 46.21 1002.25 2.25 37325.26 0.38 2.56 2,56 2.94 2.94 9245.97 77238.41 1.77 0.87 47.08 1002.5 2.5 38013.27 0.40 2.76 2.76 3.17 3.17 9417.19 86655.60 1.99 0.83 47.90 1002.75 2.75 38707.56 0.42 2.95 2.95 3.38 3.38 9589.97 96245.57 2.21 0.79 48.69 1003 3 39408.14 0.44 3.13 3.13 3.57 3.57 9764.33 106009.90 2.43 0.76 49.45 1003.25 3.25 40115.00 0.46 3.30 3,30 3.76 3.76 9940.26 115950.16 2.66 0.73 50.19 1003.5 3.5 40828.14 0.48 3.46 3.46 3.94 3.94 10117.76 126067.92 2.89 0.71 50.90 1003.75 3.75 41547.56 0.50 3.61 3.61 4.11 4.11 10296.83 136364.76 3.13 0.70 51.59 1004 4 42273.27 0.51 3.76 3.76 4.27 4.27 10477.47 146842.23 3.37 0.68 52.28 1004.25 4.25 43005.26 0.53 3.90 3.90 4.43 4.43 10659.69 157501.92 3.62 0.67 52.94 1004.5 4.5 43743.54 0.54 4.04 4.04 4.58 4.58 10843.47 168345.38 3.86 0.66 53.60 1004.75 4.75 44488.09 0.56 4.17 4.17 4.73 4.73 11028.82 179374.21 4.12 0.65 54.25 1005 5 45238.93 0.57 4.30 4.30 4.87 4.87 11215.75 190589.95 4.38 0.64 54.89 1005.25 5.25 45996.06 0.59 4.42 4.42 5.01 5.01 11404.24 201994.20 4.64 0.63 55.52 1005.5 5.5 46759.47 0.60 4.54 4.54 5.14 5.14 11594.31 213588.51 4.90 0.63 56.15 1005.75 5.75 47529.16 0.61 4.66 4.66 5.27 5.27 11785.95 225374.45 5.17 0.62 56.77 1006 6 48305.13 0.63 4.78 4.78 5.40 5.40 11979.15 237353.61 5.45 0.62 57.39 1006.25 6.25 49087.39 0.64 4.89 4.89 5.53 5.53 12173.93 249527.54 5.73 0.61 58.00 1006.5 6.5 49875.92 0.65 5.00 5.00 5.65 5.65 12370.28 261897.82 6.01 0.61 58.60 1 r rl I c-,.� 1007 7 51471.85 0.68 5.21 5.21 5.89 5.89 12767.69 287233.72 6.59 0.60 59.81 1007.25 7.25 52279.24 0.69 5.31 5.31 6.00 6.00 12968.76 300202.48 6.89 0.60 60.41 1007.5 7.5 53092.92 0.70 5.41 5,41 6.12 6.12 13171.39 313373.87 7.19 0.60 61.01 1007.75 7.75 53912.87 0.71 5.51 5.51 6.23 6.23 13375.59 326749.46 7.50 0.60 61.61 1008 8 54739.11 0.72 5.61 5,61 6.33 6.33 13581.37 340330.83 7.81 0.60 62.20 1008.25 8.25 55571.63 0.73 5.71 5/1 6.44 6.44 13788.71 354119.54 8.13 0.59 62.80 1008.5 8.5 56410.44 0.75 5.80 5.80 6.55 6.55 13997.63 368117.17 8.45 0.59 63.39 1008.75 8.75 57255.53 0.76 5.89 5.89 6.65 6.65 14208.11 382325.28 8.78 0.59 63.99 1009 9 58106.90 0.77 5.99 5,99 6.75 6.75 14420.17 396745.45 9.11 0.59 64.58 1009.25 9.25 58964.55 0.78 6.07 6.07 6.85 6.85 14633.80 411379.25 9.44 0.59 65.17 1009.5 9.5 5982849 0.79 6.16 6,16 6.95 6.95 14849.00 426228.25 9.78 0.59 65.76 1009.75 9.75 60698.71 0.80 6.25 6.25 7.05 7.05 15065.77 441294.02 10.13 0.59 66.36 1010 10 61575.22 0.81 6.34 6.34 7.15 7.15 15284.11 456578.13 10.48 0.59 66.95 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.053 SF 2.8 inch 1000 Orifice Center 1000.12 0.43 SF 7.9 inch 1000.74 Orifice Center 1001.07 Y OC V 100 -Year Pond E: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WQCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft ofs cfs cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 28352.87 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 28952.92 0.12 0.00 0.12 0.12 7163.09 7163,09 0.16 17.21 17.21 1000.5 0.5 29559.25 0.16 0,00 0.16 0.16 7313.89 14476.98 0.33 12.43 29.64 '= 0.20 ��y;'l 1001 1 30790.75 0.23 0.86 0.86 1.09 1.09 7620.19 29563.43 0.68 1.95 41.95 1001.25 1.25 31415.93 0.26 1.10 1.10 1.36 1.36 7775.70 37339.14 0.86 1.59 43.54 1001.5 1.5 32047.39 0.28 1.29 1.29 1.58 1.58 7932.78 45271.92 1.04 1.40 44.94 1001.75 1.75 32685.13 0.31 1.46 1,46 1.77 1.77 8091.43 53363.35 1.23 1.27 46.21 1002 2 33329.16 0.33 1.62 1,62 1.94 1.94 8251.65 61615.01 1.41 1.18 47.39 1002.25 2.25 33979.47 0.35 1.76 1.76 2.10 2.10 8413.45 70028.46 1.61 1.11 48.50 1002.5 2.5 34636.06 0.37 1.89 1.89 2.25 2.25 8576.81 78605.27 1.80 1.06 49.55 1002.75 2.75 35298.94 0.38 2.01 2,01 2.39 2.39 8741.74 87347.01 2.01 1.02 50.57 1003 3 35968.09 0.40 2.12 2.12 2.52 2.52 8908.25 96255.26 2.21 0.98 51.55 1003.25 3.25 36643.54 0.42 2.23 2,23 2.65 2.65 9076.32 105331.58 2.42 0.95 52.50 1003.5 3.5 37325.26 0.43 2.33 2.33 2.77 2.77 9245.97 114577.55 2.63 0.93 53.43 1003.75 3.75 38013.27 0.45 2.43 2.43 2.88 2.88 9417.19 123994.74 2.85 0.91 54.34 2.99 1004.25 4.25 39408.14 0.48 2.62 2.62 3.10 3.10 9764.33 143349.04 3.29 0.88 56.11 1004.5 4.5 40115.00 0.49 2.71 2,71 3.20 3.20 9940.26 153289.30 3.52 0.86 56.97 1004.75 4.75 40828.14 0.50 2.79 2.79 3.30 3.30 10117.76 163407.06 3.75 0.85 57.82 1005 5 41547.56 0.52 2.88 2.88 3.39 3.39 10296.83 173703.89 3.99 0.84 58.67 1005.25 5.25 42273.27 0.53 2.96 2,96 3.49 3.49 10477.47 184181.37 4.23 0.83 59.50 1005.5 5.5 43005.26 0.54 3.04 3.04 3.58 3.58 10659.69 194841.05 4.47 0.83 60.33 1005.75 5.75 43743.54 0.55 3.11 3.11 3.67 3.67 10843.47 205684.52 4.72 0.82 61.15 1006 6 44488.09 0.57 3.19 3,19 3.75 3.75 11028.82 216713.34 4.98 0.82 61.97 1006.25 6.25 45238.93 0.58 3.26 3,26 3.84 3.84 11215.75 227929.09 5.23 0.81 62.78 1006.5 6.5 45996.06 0.59 3.33 3,33 3.92 3.92 11404.24 239333.34 5.49 0.81 63.58 1006.75 6.75 4675947 0.60 3.40 3,40 4.00 4.00 11594.31 250927.64 5.76 0.80 64.39 1007 7 47529.16 0.61 3.47 3.47 4.08 4.08 11785.95 262713.59 6.03 0.80 65.19 1007.25 7.25 48305.13 0.62 3.54 3.54 4.16 4.16 11979.15 274692.75 6.31 0.80 65.99 1007.5 7.5 49087.39 0.63 3.60 3.60 4.24 4.24 12173.93 286866.68 6.59 0.80 66.79 1007.75 7.75 49875.92 0.64 3.67 3,67 4.31 4.31 12370.28 299236.96 6.87 0.80 67.59 1008 8 50670.75 0.65 3.73 3.73 4.39 4.39 12568.20 311805.17 7.16 0.80 68.38 1008.25 8.25 51471.85 0.66 3.80 3.80 4.46 4.46 12767.69 324572.86 7.45 0.80 69.18 1008.5 8.5 52279.24 0.67 3.86 3,86 4.53 4.53 12968.76 337541.62 7.75 0.80 69.97 1008.75 8.75 53092.92 0.68 3.92 3.92 4.60 4.60 13171.39 350713.00 8.05 0.80 70.77 1009 9 53912.87 0.69 3.98 3,98 4.67 4.67 13375.59 364088.60 8.36 0.80 71.56 1009.25 9.25 54739.11 0.70 4.04 4,04 4.74 4.74 13581.37 377669.96 8.67 0.80 72.36 1009.5 9.5 55571.63 0.71 4.09 4.09 4.81 4.81 13788.71 391458.68 8.99 0.80 73.16 1009.75 9.75 56410.44 0.72 4.15 4.15 4.87 4.87 13997.63 405456.30 9.31 0.80 73.95 1010 10 57255.53 0.73 4.21 4.21 4.94 4.94 14208.11 419664.42 9.63 0.80 74.75 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.048 SF 2.6 inch 1000 Orifice Center 1000.11 0.29 SF 6.4 inch 1000.61 Orifice Center 1000.88 Y OC V 100 -Year Pond F: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WQCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft ofs cfs cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 30171.86 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 30790.75 0.12 0.00 0.12 0.12 7620.19 7620.19 0.17 17.22 17.22 1000.5 0.5 31415.93 0.17 0,00 0.17 0.17 7775.70 15395.90 0.35 12.43 29.65 �Fv iy-� .I '� _ .�. � 0.21 ni _ II 1001 1 32685.13 0.25 1.21 1.21 1.46 1.46 8091.43 31420.12 0.72 1.54 41.54 1001.25 1.25 33329.16 0.27 1.67 1.67 1.95 1.95 8251.65 39671.77 0.91 1.18 42.72 1001.5 1.5 3397947 0.30 2.04 2.04 2.34 2.34 8413.45 48085.22 1.10 1.00 43.72 1001.75 1.75 34636.06 0.33 2.34 2.34 2.67 2.67 8576.81 56662.03 1.30 0.89 44.61 1002 2 35298.94 0.35 2.61 2.61 2.96 2.96 8741.74 65403.77 1.50 0.82 45.43 1002.25 2.25 35968.09 0.37 2.86 2.86 3.23 3.23 8908.25 74312.02 1.71 0.77 46.20 1002.5 2.5 36643.54 0.39 3.08 3.08 3.47 3.47 9076.32 83388.34 1.91 0.73 46.93 1002.75 2.75 37325.26 0.41 3.29 3.29 3.70 3.70 9245.97 92634.31 2.13 0.69 47.62 1003 3 38013.27 0.43 3.49 3.49 3.92 3.92 9417.19 102051.50 2.34 0.67 48.29 1003.25 3.25 38707.56 0.44 3.68 3,68 4.12 4.12 9589.97 111641.47 2.56 0.65 48.93 1003.5 3.5 39408.14 0.46 3.86 3,86 4.32 4.32 9764.33 121405.80 2.79 0.63 49.56 1003.75 3.75 40115.00 0.48 4.03 4.03 4.50 4.50 9940.26 131346.06 3.02 0.61 50.18 1004 4 40828.14 0.49 4.19 419 4.68 4.68 10117.76 141463.82 3.25 0.60 50.78 1004.25 4.25 41547.56 0.51 4.35 4.35 4.85 4.85 10296.83 151760.65 3.48 0.59 51.37 1004.5 4.5 42273.27 0.52 4.50 4,50 5.02 5.02 10477.47 162238.13 3.72 0.58 51.95 1004.75 4.75 43005.26 0.54 4.65 4.65 5.18 5.18 10659.69 172897.81 3.97 0.57 52.52 1005 5 43743.54 0.55 4.79 4,79 5.34 5.34 10843.47 183741.28 4.22 0.56 53.08 1005.25 5.25 44488.09 0.56 4.93 4,93 5.49 5.49 11028.82 194770.11 4.47 0.56 53.64 1005.5 5.5 45238.93 0.58 5.06 5.06 5.64 5.64 11215.75 205985.85 4.73 0.55 54.19 1006 6 46759.47 0.60 5.32 5.32 5.92 5.92 11594.31 228984.41 5.26 0.54 55.28 1006.25 6.25 47529.16 0.61 5.44 5.44 6.06 6.06 11785.95 240770.35 5.53 0.54 55.83 1006.5 6.5 48305.13 0.63 5.56 5,56 6.19 6.19 11979.15 252749.51 5.80 0.54 56.36 1006.75 6.75 49087.39 0.64 5.68 5.68 6.32 6.32 12173.93 264923.44 6.08 0.53 56.90 1007 7 49875.92 0.65 5.80 5.80 6.45 6.45 12370.28 277293.72 6.37 0.53 57.43 1007.25 7.25 50670.75 0.66 5.92 5.92 6.58 6.58 12568.20 289861.93 6.65 0.53 57.96 1007.5 7.5 51471.85 0.67 6.03 6.03 6.70 6.70 12767.69 302629.62 6.95 0.53 58.49 1007.75 7.75 52279.24 0.68 6.14 6,14 6.82 6.82 12968.76 315598.38 7.25 0.53 59.02 1008 8 53092.92 0.70 6.25 6.25 6.94 6.94 13171.39 328769.77 7.55 0.53 59.55 1008.25 8.25 53912.87 0.71 6.35 6.35 7.06 7.06 13375.59 342145.36 7.85 0.53 60.07 1008.5 8.5 54739.11 0.72 6.46 6.46 7.17 7.17 13581.37 355726.72 8.17 0.53 60.60 1008.75 8.75 55571.63 0.73 6.56 6.56 7.29 7.29 13788.71 369515.44 8.48 0.53 61.12 1009 9 56410.44 0.74 6.66 6,66 7.40 7.40 13997.63 383513.06 8.80 0.53 61.65 1009.25 9.25 57255.53 0.75 6.76 6.76 7.51 7.51 14208.11 397721.18 9.13 0.53 62.17 1009.5 9.5 58106.90 0.76 6.86 6.86 7.62 7.62 14420.17 412141.35 9.46 0.53 62.70 1009.75 9.75 58964.55 0.77 6.96 6.96 7.72 7.72 14633.80 426775.15 9.80 0.53 63.23 1010 10 5982849 0.78 7.05 7.05 7.83 7.83 14849.00 441624.15 10.14 0.53 63.75 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.051 SF 2.7 inch 1000 Orifice Center 1000.11 0.48 SF 8.3 inch 1000.73 Orifice Center 1001.07 WQCV 100 -Year Pond G: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WQCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft cfs oft cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 38013.27 0.00 0,00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 38707.56 0.15 0.00 0.15 0.15 9589.97 9589,97 0.22 17.25 17.25 1000.5 0.5 39408.14 0.22 0,00 0.22 0.22 9764.33 19354.31 0.44 12.42 29.68 I1 0.27. 1001 1 40828.14 0.31 1.86 1.86 2.17 2.17 10117.76 39412.33 0.90 1.29 41.30 1001.25 1.25 41547.56 0.35 2.56 2,56 2.91 2.91 10296.83 49709.16 1.14 0.98 42.28 1001.5 1.5 42273.27 0.38 3.11 3.11 3.49 3.49 10477.47 60186.63 1.38 0.84 43.11 1001.75 1.75 43005.26 0.41 3.57 3,57 3.98 3.98 10659.69 70846.32 1.63 0.74 43.86 1002 2 43743.54 0.44 3.98 3.98 4.42 4.42 10843.47 81689.79 1.88 0.68 44.54 1002.25 2.25 44488.09 0.46 4.35 4.35 4.81 4.81 11028.82 92718.61 2.13 0.64 45.18 1002.5 2.5 45238.93 0.49 4.69 4.69 5.18 5.18 11215.75 103934.36 2.39 0.60 45.78 1002.75 2.75 45996.06 0.51 5.01 5.01 5.52 5.52 11404.24 115338.60 2.65 0.57 46.35 1003 3 46759.47 0.53 5.31 5.31 5.85 5.85 11594.31 126932.91 2.91 0.55 46.90 1003.25 3.25 47529.16 0.56 5.60 5,60 6.15 6.15 11785.95 138718.86 3.18 0.53 47.44 1003.5 3.5 48305.13 0.58 5.87 5.87 6.44 6.44 11979.15 150698.01 3.46 0.52 47.95 1003.75 3.75 49087.39 0.60 6.12 6.12 6.72 6.72 12173.93 162871.94 3.74 0.50 48.45 1004 4 49875.92 0.62 6.37 6.37 6.99 6.99 12370.28 175242.23 4.02 0.49 48.95 1004.25 4.25 50670.75 0.64 6.61 6.61 7.25 7.25 12568.20 187810.43 4.31 0.48 49.43 1004.5 4.5 51471.85 0.66 6.84 6,84 7.49 7.49 12767.69 200578.12 4.60 0.47 49.90 1004.75 4.75 52279.24 0.67 7.06 7,06 7.73 7.73 12968.76 213546.88 4.90 0.47 50.37 1005 5 53092.92 0.69 7.28 7.28 7.97 7.97 13171.39 226718.27 5.20 0.46 50.83 1005.25 5.25 53912.87 0.71 7.49 7.49 8.19 8.19 13375.59 240093.86 5.51 0.45 51.28 1005.5 5.5 54739.11 0.72 7.69 7.69 8.41 8.41 13581.37 253675.23 5.82 0.45 51.73 1005.75 5.75 55571.63 0.74 7.89 7,89 8.63 8.63 13788.71 267463.94 6.14 0.44 52.17 1006 6 5641044 0.76 8.08 8.08 8.84 8.84 13997.63 281461.57 6.46 0.44 52.61 1006.25 6.25 57255.53 0.77 8.27 8.27 9.04 9.04 14208.11 295669.68 6.79 0.44 53.05 1006.5 6.5 58106.90 0.79 8.46 8.46 9.24 9.24 14420.17 310089.86 7.12 0.43 53.48 - i 1007 7 59828.49 0.82 8.81 8.81 9.63 9.63 14849.00 339572.66 7.80 0.43 54.34 1007.25 7.25 60698.71 0.83 8.99 8,99 9.82 9.82 15065.77 354638.42 8.14 0.43 54.77 1007.5 7.5 61575.22 0.85 9.16 9.16 10.00 10.00 15284.11 369922.53 8.49 0.42 55.19 1007.75 7.75 62458.00 0.86 9.33 9,33 10.19 10.19 15504.02 385426.56 8.85 0.42 55.61 1008 8 63347.07 0.87 9.49 9.49 10.36 10.36 15725.50 401152.06 9.21 0.42 56.04 1008.25 8.25 64242.43 0.89 9.65 9.65 10.54 10.54 15948.56 417100.62 9.58 0.42 56.46 1008.5 8.5 65144.07 0.90 9.81 9.81 10.71 10.71 16173.18 433273.80 9.95 0.42 56.88 1008.75 8.75 66051.99 0.91 9.97 9.97 10.88 10.88 16399.38 449673.17 10.32 0.42 57.29 1009 9 66966.19 0.93 10.12 10.12 11.05 11.05 16627.14 466300.31 10.70 0.42 57.71 1009.25 9.25 67886.68 0.94 10.27 10.27 11.21 11.21 16856.48 483156.79 11.09 0.42 58.13 1009.5 9.5 6881345 0.95 10.42 10.42 11.37 11.37 17087.38 500244.18 11.48 0.42 58.55 1009.75 9.75 69746.50 0.96 10.57 10.57 11.53 11.53 17319.86 517564.04 11.88 0.42 58.96 1010 10 70685.83 0.98 10.72 10.72 11.69 11.69 17553.91 535117.95 12.28 0.42 59.38 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.064 SF 3M inch 1000 Orifice Center 1000.13 0.73 SF 10.3 inch 1000.72 Orifice Center 1001.15 WQCV 100 -Year Pond H: Stage -Discharge -Volume -Drain Time Table STAGE VOLUME CUM. VOLUME CUM. VOLUME DRAIN TIME Elevation Stage Area WQCV Orifice 100-yr Orifice 100-yr Weir 100-yr Control Outlet Structure Release Total Release* Stage Stage Cumulative ft ft Sq-Ft cfs cfs cfs cfs CFS cfs CF CF (Ac -Ft) hours hours 1000 0 75476.76 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 1000.25 0.25 76453.80 0.30 0.00 0.30 0.30 18991.19 18991.19 0.44 17.33 17.33 1000.5 0.5 77437.12 0.43 0.00 0.43 0.43 19236.23 38227.42 0.88 12.41 29.74 0.53 �, i � . ��; ��; , �_. 1001 1 79422.60 0.61 4.13 4.13 4.74 4.74 19731.03 77441.31 1.78 1.16 41.16 1001.25 1.25 80424.77 0.68 5.19 5.19 5.88 5.88 19980.79 97422.10 2.24 0.94 42.10 1001.5 1.5 81433.22 0.75 6.08 6,08 6.82 6.82 20232.12 117654.22 2.70 0.82 42.93 1001.75 1.75 82447.96 0.81 6.85 6.85 7.65 7.65 20485.02 138139.23 3.17 0.74 43.67 1002 2 83468.98 0.86 7.54 7,54 8.40 8.40 20739.49 158878.72 3.65 0.69 44.36 1002.25 2.25 84496.28 0.91 8.17 8.17 9.08 9.08 20995.53 179874.24 4.13 0.64 45.00 1002.5 2.5 85529.86 0.96 8.76 8.76 9.72 9.72 21253.14 201127.38 4.62 0.61 45.60 1002.75 2.75 86569.73 1.01 9.31 9.31 10.32 10.32 21512.32 222639.70 5.11 0.58 46.18 1003 3 87615.88 1.05 9.83 9.83 10.88 10.88 21773.07 244412.77 5.61 0.56 46.74 1003.25 3.25 88668.31 1.10 10.32 10.32 11.42 11.42 22035.39 266448.16 6.12 0.54 47.28 1003.5 3.5 89727.03 1.14 10.79 10.79 11.93 11.93 22299.29 288747.45 6.63 0.52 47.79 1003.75 3.75 90792.03 1.18 11.24 11.24 12.42 12.42 22564.75 311312.20 7.15 0.50 48.30 1004 4 91863.31 1.22 11.68 11.68 12.90 12.90 22831.79 334143.98 7.67 0.49 48.79 1004.25 4.25 92940.88 1.26 12.10 12.10 13.35 13.35 23100.39 357244.38 8.20 0.48 49.27 1004.5 4.5 94024.73 1.29 12.50 12.50 13.79 13.79 23370.57 380614.95 8.74 0.47 49.74 1004.75 4.75 95114.86 1.33 12.89 12.89 14.22 14.22 23642.32 404257.26 9.28 0.46 50.20 1005 5 96211.28 1.36 13.27 13.27 14.63 14.63 23915.64 428172.90 9.83 0.45 50.66 1005.25 5.25 97313.97 1.40 13.64 13.64 15.04 15.04 24190.53 452363.42 10.38 0.45 51.10 1005.75 5.75 99538.22 1.46 14.35 14.35 15.81 15.81 24745.02 501575.43 11.51 0.43 51.98 1006 6 100659.77 1.49 14.70 14.70 16.19 16.19 25024.62 526600.04 12.09 0.43 52.41 1006.25 6.25 101787.60 1.52 15.03 15.03 16.55 16.55 25305.79 551905.83 12.67 0.42 52.83 1006.5 6.5 102921.72 1.55 15.36 15.36 16.91 16.91 25588.53 577494.37 13.26 0.42 53.25 1006.75 6.75 104062.12 1.58 15.68 15.68 17.26 17.26 25872.85 603367.22 13.85 0.42 53.67 1007 7 105208.80 1.61 15.99 15.99 17.60 17.60 26158.73 629525.95 14.45 0.41 54.08 1007.25 7.25 106361.76 1.64 16.30 16.30 17.94 17.94 26446.19 655972.14 15.06 0.41 54.49 1007.5 7.5 107521.01 1.67 16.60 16.60 18.27 18.27 26735.22 682707.35 15.67 0.41 54.90 1007.75 7.75 108686.54 1.70 16.90 16.90 18.59 18.59 27025.81 709733.17 16.29 0.40 55.30 1008 8 109858.35 1.72 17.19 17.19 18.91 18.91 27317.98 737051.15 16.92 0.40 55.70 1008.25 8.25 111036.45 1.75 17.48 17.48 19.23 19.23 27611.72 764662.87 17.55 0.40 56.10 1008.5 8.5 112220.83 1.78 17.76 17.76 19.53 19.53 27907.03 792569.90 18.19 0.40 56.50 1008.75 8.75 113411.49 1.80 18.04 18.04 19.84 19.84 28203.91 820773.81 18.84 0.39 56.90 1009 9 114608.44 1.83 18.31 18.31 20.14 20.14 28502.36 849276.17 19.50 0.39 57.29 1009.25 9.25 115811.67 1.85 18.58 18.58 20.43 20.43 28802.38 878078.55 20.16 0.39 57.68 1009.5 9.5 117021.18 1.88 18.85 18.85 20.72 20.72 29103.98 907182.53 20.83 0.39 58.07 1009.75 9.75 118236.98 1.90 19.11 19.11 21.01 21.01 29407.14 936589.67 21.50 0.39 58.46 1010 10 119459.06 1.93 19.37 19.37 21.29 21.29 29711.87 966301.54 22.18 0.39 58.85 WO -Orifice Area Orifice Invert 100 Year -Orifice Area Orifice Invert 0.126 SF 4,3 inch 1000 Orifice Center 1000.18 1.31 SF 13.7 inch 1000.57 Orifice Center 1001.14 MEADOW RIDGE Weld County, Colorado CVL CONSULTANTS APPENDIX C Drainage Map PHASE I DRAINAGE REPORT CVL CONSULTANTS OF COLORADO, INC .I - � . .�� .. 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'�' BE�RE YQU ��G POND F St. Vrain 26 .26 73 . 64 0 .52 4 .f� 6 5 . 78 54 . 74 O � ' M , "' ,, � ': m �n ' , � '� , ` '� POND G St. Vrain 42 .92 56 . 66 0 . 65 7 . 09 9 .44 53 .91 Ps P4 Ps H � � .,� � � � 1-8a� -922-1987 3 4 � z ' '" � UT 3 OUT OUT 2 U ,,, w :'-:�'' � � POND H St. Vrain 70 . 14 53 . 22 1 .01 11 .42 15 .43 51 . 55 W � -::;; � � �' ' `��! 534 - 670D METRD DENVER AREA w � UTiU1'tt NOTiFiCATiDN CENTER DF CDLDRADD a DEVELOPMENT SERVICES Date = z � 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. REMAINDER RETAINED ELECTRONICALLY IN TYLER. TRANSPORTATION CONSULTANTS, INC. May 10, 2019 Mr. Bill Woods Benson Farm, LLC 530 Holyoke Court Ft. Collins, CO 80525 Dear Mr. Woods: LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303) 333-1105 FAX (303) 333-1107 E-mail: lsc*lscdenver.co m Re: Meadow Ridge Traffic Impact Analysis Mead, CO LSC #180191 In response to your request, LSC Transportation Consultants, Inc. has prepared this traffic im- pact analysis for the proposed Meadow Ridge mixed -use development. As shown on Figure 1, the site is located north of State Highway (SH) 66 and east of Weld County Road (WCR) 9.5 in Weld County, Colorado, and is proposed for annexation into the Town of Mead. REPORT CONTENTS The report contains the following: the existing roadway and traffic conditions in the vicinity of the site including the lane geometries, traffic controls, posted speed limits, etc.; the existing weekday peak -hour traffic volumes; the existing daily traffic volumes in the area; the typical weekday site -generated traffic volume projections for the site; the assignment of the projected traffic volumes to the area roadways; the projected background and resulting total traffic volumes on the area roadways for various phases of the site; the site's projected traffic impacts; and any recommended roadway improvements to mitigate the site's traffic impacts. LAND USE AND ACCESS At buildout, the site is proposed to include about 733 single-family residential dwelling units and about 370,260 square feet of shopping center. Multiple access points are proposed to SH 66 and WCR 9.5 as shown in the conceptual site plan in Figure 2. ROADWAY AND TRAFFIC CONDITIONS Area Roadways The major roadways in the site's vicinity are shown on Figure 1 and are described below. • State Highway (SH 66) is an east -west, two-lane state highway south of the site. The intersection with WCR 9.5 is signalized with auxiliary turn lanes. The posted speed limit Mr. Bill Woods Page May 10, 2019 Meadow _Ridge in the vicinity of the site is 55 mph. It is classified by CDOT as NR -A (Non -Rural Principal Highway). SH 66 is assumed to be widened to four lanes by 2040. • WCR 9.5 is a north -south, two-lane major arterial roadwaywest of the site. The inter- section with SH 66 is signalized. The posted speed limit near SH 66 is 45 mph. Existing Traffic Conditions Figure 3 shows the existing lane geometries, traffic controls, posted speed limits, and traffic volumes in the site's vicinity on a typical weekday. The weekday peak -hour traffic volumes and daily traffic counts are from the attached traffic counts conducted by Counter Measures in February, 2018. 2025 and 2040 Background Traffic Figure 4 shows the estimated 2025 background traffic, lane geometry, and traffic control, and Figure 5 shows the estimated 2040 background traffic, lane geometry, and traffic control. The 2025 background traffic was prorated between the existing traffic volumes in Figure 3 and the projected 2040 background traffic volumes in Figure 5. The 2040 background traffic volumes on SH 66 and WCR 9.5 were based on the projections in the 2018 Mead Transportation Plan with adjustments based on future development in the Barefoot Lakes development to the south in the Town of Firestone. Existing, 2025 and 2040 Background Levels of Service Level of service (LOS) is a quantitative measure of the level of congestion or delay at an inter- section. Level of service is indicated on a scale from "A" to "F." LOS A is indicative of little con- gestion or delay and LOS F is indicative of a high level of congestion or delay. Attached are specific level of service definitions for signalized and unsignalized intersections. The intersections in Figures 3, 4, and 5 were analyzed as appropriate to determine the existing, 2025, and 2040 background levels of service using Synchro. Table 1 shows the level of service analysis results. The level of service reports are attached. • WCR 9.5/Mulligan Street: All movements at this unsignalized intersection currently ope- rate at LOS "A" and are expected to operate at LOS "C" or better through 2040. • SH 66/WCR 9.5: This signalized intersection currently operates at an overall LOS "B" during the morning peak -hour and LOS "C' during the afternoon peak -hour. In 2025, both peak -hours are expected to operate at LOS "C" and are expected to do so through 2040 with the recommended improvements. • SH 66/Barefoot Lakes/Full Movement Access: This future signalized intersection is ex- pected to operate at LOS "C" during both morning and afternoon peak -hours through 2040 with the recommended improvements. • SH 66/Three-Quarter Site Access: All movements at this future unsignalized intersection are expected to operate at LOS "B" or better through 2040 with the recommended improve- ments. Mr. Bill Woods Page 3 May 10, 2019 Meadow _Ridge The level of service reports show all of the signalized intersections are expected to operate at an Intersection Capacity Utilization (ICU) of LOS "D" or better. ICU is an alternative measure of delay recently adopted by CDOT. TRIP GENERATION Table 2 shows the estimated average weekday, morning peak -hour, and afternoon peak -hour trip generation for the proposed site based on the rates from Trip Generation, 10th Edition, 2017 by the Institute of Transportation Engineers (ITE). The site is projected to generate about 16,585 external vehicle -trips on the average weekday, with about half entering and half exiting during a 24 -hour period. During the morning peak- hour, which generally occurs for one hour between 6:30 and 8:30 a.m., about 353 vehicles would enter and about 538 vehicles would exit the site. During the afternoon peak -hour, which generally occurs for one hour between 4:00 and 6:00 p.m., about 1,145 vehicles would enter and about 1,012 vehicles would exit. A 34 percent pass -by trip reduction is assumed for the shopping center land use. TRIP DISTRIBUTION Figure 6 shows the estimated directional distribution of primary site -generated traffic volumes on the area roadways. The estimates were based on the location of the site with respect to the regional population, employment, and activity centers; and the site's proposed land use. TRIP ASSIGNMENT Figure 7a shows the estimated residential site -generated traffic volumes based on the residen- tial directional distribution percentages (from Figure 6) and the residential trip generation esti- mates (from Table 2). Figure 7b shows the estimated non-residential primary site -generated traffic volumes based on the non-residential directional distribution percentages (from Figure 6) and the non-residential primary trip generation estimates (from Table 2). Figure 7c shows the estimated non-residential passby site -generated traffic volumes based on the passby trip generation estimates (from Table 2) and the traffic expected on the adjacent streets. Additional information is provided in Figure 7c. Figure 7d shows the estimated total site -generated traffic volumes which is the sum of the volumes in Figures 7a, 7b, and 7c. 2O25 AND 2O4O TOTAL TRAFFIC Figure 8 shows the 2025 total traffic which is the sum of the 2025 background traffic volumes (from Figure 4) and the total site -generated traffic volumes (from Figures 7d). Figure 8 also shows the recommended 2025 lane geometry and traffic control along with details for specific improvements. Figure 9 shows the 2040 total traffic which is the sum of 2040 background traffic volumes (from Figure 5) and the total site -generated traffic volumes from Figure 7d. Figure 9 also shows the recommended 2040 lane geometry and traffic control. Mr. Bill Woods Page 4 PROJECTED LEVELS OF SERVICE May 10, 2019 Meadow _Ridge The intersections in Figures 8 and 9 were analyzed to determine the 2025 and 2040 total levels of service. Table 1 shows the level of service analysis results. The level of service reports are attached. • WCR 9.5 /Mulligan Street /North Collector: All movements at this unsignalized inter- section are expected to operate at LOS "D" or better during both morning and afternoon peak -hours through 2040 with the following exception: The westbound left -turn movement is expected to operate at LOS "F" in the 2040 afternoon peak -hour. This intersection may require roundabout or traffic signal control by 2040. • WCR 9.5/South Collector: All movements at this unsignalized intersection are expected to operate at LOS "C" or better through 2040 during both morning and afternoon peak - hours with the exception of the westbound left -turn movement which is expected to operate at LOS "F" in the 2025 and 2040 afternoon peak -hours. This intersection may require roundabout or traffic signal control by 2025 or 2040. • SH 66/WCR 9.5: This signalized intersection is expected to operate at an overall LOS "D" or better during both peak -hours through 2040 with the recommended improvements. • SH 66/RIRO Site Access: All movements at this unsignalized intersection are expected to operate at LOS "C" or better through 2040 during both morning and afternoon peak - hours. • SH 66/ Barefoot Lakes Access/ Full Movement Access: This signalized intersection is ex- pected to operate at LOS "B" or better during both peak -hours through 2040 with the re- commended improvements. • SH 66/Three-Quarter Site Access: All movements at this unsignalized intersection are expected to operate at LOS "B" or better through 2040 during both morning and afternoon peak -hours. The level of service reports show all of the signalized intersections are expected to operate at an Intersection Capacity Utilization (ICU) of LOS "D" or better in 2040. The SH 66/WCR 9.5 inter- section is expected to operate at an ICU LOS "F" in the 2025 afternoon peak -hour and do so until two through lanes are provided in each direction of SH 66. ICU is an alternative measure of delay recently adopted by CDOT. CONCEPTUAL LONG-TERM ROADWAY IMPROVEMENTS Figures 10, 11, and 12 show a conceptual lane geometry for the long-term roadway improve- ments shown in Figure 9 to accommodate the projected 2040 total traffic volumes. This detail was requested by both the Town of Mead and CDOT to better visualize the recommended im- provements. Mr. Bill Woods Page 5 CONCLUSIONS AND RECOMMENDATIONS Trip Generation May 10, 2019 Meadow _Ridge 1. The site is projected to generate about 16,585 external vehicle -trips on the average week- day, with about half entering and half exiting during a 24 -hour period. During the morning peak -hour, about 353 vehicles would enter and about 538 vehicles would exit the site. During the afternoon peak -hour, about 1,145 vehicles would enter and about 1,012 vehicles would exit. Projected Levels of Service 2. All movements at the unsignalized intersections are expected to operate at LOS "D" or better during both morning and afternoon peak -hours through 2040 with the following ex- ceptions: The westbound left -turn movements at the WCR 9.5/Mulligan Street/North Collector and the WCR 9.5/South Collector intersections are expected to operate at LOS "F" in the afternoon peak -hours over time. These intersections may require roundabout or traffic signal control by 2025 or 2040. The recommended turn lanes for these intersections shown in Figures 8, 9, and 10 will not be needed if roundabout control is implemented prior to these lanes being warranted. 3. The level of service reports show all of the signalized intersections are expected to operate at an Intersection Capacity Utilization (ICU) of LOS "D" or better in 2040. The SH 66/ WCR 9.5 intersection is expected to operate at an ICU LOS "F" in the 2025 afternoon peak - hour and do so until two through lanes are provided in each direction of SH 66. ICU is an alternative measure of delay recently adopted by CDOT. 4. The signalized intersections are expected to operate at LOS "D" or better through 2040 during both morning and afternoon peak -hours with the recommended improvements. Conclusions 5. The impact of the Meadow Ridge development can be accommodated by the existing and proposed roadway network with the recommended improvements below. Recommendations 6. SH 66 is widened from two through lanes to four through lanes by others by 2040. 7. The improvements detailed in Figure 8 are recommended for build out of the site in 2 02 5. 8. The improvements shown in Figures 9 through 12 are recommended for 2040 conditions. * * * * Mr. Bill Woods Page 6 May 10, 2019 Meadow Ridge We trust our findings will assist you in gaining approval of the proposed annexation of the Meadow Ridge e development to the Town of Mead.. Please contact me if you have any questions or need further assistance. Sincerely, LSC TRANSPO' '. TION CONSULTANT By ChrWt s ph.er S. McGranahan, PE, Principal CSIVI f wc - e 1? Enclosures: Tables 1 and 2 Figures 1 - 12 Traffic Count Reports Level of Service Definitions Level of Service Reports W:\LSC\Projects \2018\ 1.80191-MeadowRidgelJpdate\Report \Meado wRid.ge-©51O1931 p Table 1 Intersection Levels of Service Analysis Meadow Ridge Mead, CO LSC #180191; May, 2019 Intersection Location Traffic Control Existing Traffic Level of Level of Service Service AM PM 2025 Background Traffic Level of Level of Service Service AM PM 2025 Total Traffic Level of Level of Service Service AM PM 2040 Background Traffic Level of Level of Service Service AM PM 2040 Total Traffic Level of Level of Service Service AM PM County Road 9.5/Mulligan Street/North Collector TWSC NB Left/Through or NB Left EB Approach EB Left EB Through/Right WB Left WB Through/Right SB Left Critical Movement Delay County Road 9.5/South Collector WB Left WB Right SB Left Critical Movement Delay State Highway 66/County Road 9.5 EB Left EB Through EB Right WB Left WB Through/Right WB Through WB Right NB Left NB Through/Right NB Through NB Right SB Leff/Through/Right SB Left SB Through SB Right Entire Intersection Delay (sec /veh) Entire Intersection LOS State Highway 66/RIRO Site Access SB Right Critical Movement Delay State Highway 66/Barefoot Lakes Access/ Full Movement Access EB Left EB Through EB Right WB Left WB Through WB Right NB Left NB Through NB Right SB Left SB Th roug h SB Right Entire Intersection Delay (sec /veh) Entire Intersection LOS State Highway 66/Three-Quarter Site Access NB Right EB Left WB Left SB Right Critical Movement Delay TWSC Signalized TWSC Signalized TWSC A A -P A A 9.2 9.6 A B A A B D C D 16.2 B eel ism ass Set. N - Set. N- A B A A B C B 4., £4 E 23.2 C mb mb Ole IN Mai A A A =Saab 'SS 9.8 10.6 A B A A. C D C E -- B C A B C D C F 24.4 31.4 C C mb MOON SOW NOON -EI@ A B B B B A 12.2 B A A 13.0 B B A B C A D E A D E A 24.3 C C C 20.9 A A A A Mae B A A A E B 12.4 B A C B C B A 19.1 F B A >240 E C A B D A D E B E E A 40.4 D 19.7 E B 8.4 A A A C C 19.2 15.4 A A B C 11.8 15.7 .. 0 0 Oa -_ .. A C B C B A 16.9 C B A 18.2 E E E B C B A A A D D D C C B A A A E E E D D D A A A E E E E E E A A A 27.3 28.8 28.2 C C C A D C F C A 66.1 F B B >240 E C A E C A E E A E E A 35.7 D B B 14.9 14.9 -- -- A B C A A A A C D A C C B -- A B B E -- D A A A -- D -- E A 24.8 21.3 16.1 C C B A B A B 12.2 B A B B 11.8 B B A B 13.7 A B A A B A E D A D E A 15.9 B B B B B 12.3 Table 2 ESTIMATED TRAFFIC E NE RATION Meadow Ridge Mead, CO LSC #180191; May, 2019 Trip Generation Rates (1) Vehicle -Trips Generated Average AM Peak -Hour PM Peak -Hour Average AM Peak -Hour PM Peak -Hour Trip Generating Category Quantity Weekday In Out In Out Weekday In Out In Out PROPOSED LAND USES PA -1 Shopping Center (2) PA -2 Shopping Center PA -3 Shopping Center PA -5 Single Family Housing (4) PA -6 Single Family Housing PA -8 Single Family Housing PA -9 Single Family Housing PA -11 Single Family Housing PA -14 Single Family Housing PA -15 Single Family Housing 64.251 KSF (3) 39.55 0.583 0.357 1.856 2.010 129.591 KSF 39.55 0.583 0.357 1.856 2.010 176.418 KSF 39.55 0.583 0.357 1.856 2.010 93 DU (5) 9A4 0.185 0.555 0.624 0.366 25 DU 9.44 0.185 0.555 0.624 0.366 6 DU 9A4 0.185 0.555 0.624 0.366 33 DU 9.44 0.185 0.555► 0.624 0.366 188 DU 9A4 0.185 0.555 0.624 0.366 184 DU 9.44 0.185 0.555 0.624 0.366 204 DU 9A4 0.185 0.555 0.624 0.366 2,541 5,125 6,977 878 236 57 312 1,775 1,737 1,926 38 23 119 129 76 46 241 260 103 63 327 355 17 52 58 34 5 14 16 9 1 3 4 2 6 18 21 12 35 104 117 69 34 102 115 67 38 113 127 75 Total = 21,564 353 538 1,145 1,012 Pass by Trips = 4,979 59 59 243 243 Primary Trips = 16,585 294 479 902 769 Notes: (1) Source: Trip Generation, Institute of Transportation Engineers, 10th Edition, 2017 (2) ITE Land Use No. 820 - Shopping Center; formula rates for daily and PM peak -hours; 34% of trips expected to be passby trips based onTrip Generation Handbook. (3) KSF = 1,000 square feet (4) 1TE Land Use No. 210 - Single -Family Detached Housing (5) DU = Dwelling Units •..}, a :-. h mow. • m • J . • +" r f ERSTA E k �. - ;' CIAIORA/k 1 -I \\ 25 .,„ •i i ., . „ ..i . _ ..i.fr r a -iiii 1 441".-/- i '.,Cp.y p s rf-ir ' County Road 32 _ - - - s ,I n , ta_ Ile�. II' 4 ♦- ._ ..2. ir . ._- ; -� .: I Scale: , _�i fir.('! _ P.. 5 mss _ •• -- =S n �I•� r 1 1 p - T _ ' 1`- fl R i'.rJ r 'E. rig II - '`+. I I 1 L .- - I mil I a 9T ' a _ C _ — - ---- p u I' l -fir - It • Xi Ai a 1 It _I �. •11 _ _: - - - - — : LtI1r • • a la el .„///)„., r....Q 2 . _ L ii / / '"j ___ • ,. •/ , _ I !• •'. z I to •.d ! it fi. .. - 1. - �: r f f ,% ! Fad ■.9 . • ° ki I. �„r-f p I _ F , t ri �wwnn .ilirmijimmi_ _ _, 111to r ! I r Ila � w ... _ it mt. v•ttlii Nk 3 ism Al LI)titP Iiii _ ' 1 .. , 5• rY ' // / /f� f f,•� Ia ' S`J•,,, 4� {�- + 7�l iJ/ I 1 - ak. •d k. it d -,'yT A.� �.y F- ,� _ - �_ # 4.7 _ I • • Ill L ,s 11 n , . a Jr Ifiliallirlagri ., , , I 9 iV �. I .. sL _ ° >E see1 lobil n , , F - @ ' -ilk �i II: (d I 1 ° I 1. e ��' pe NY: M. , a. aa f g Barefooti , z _ Ili; L. Barefoot % /car . ei _ ••1 6 - t- • I' -_ . it. _ a_ , , Lakes sist 4.1 4 __ F I I ;I -i•I i Development , _ , . igui-e 1 {- 8 - II 2, , \/iciflit)/ y �• , '"' • r II ! A r fir_— _ --- Vr , , is tod Map _ , - ma= _., lairoi__ _ , I — � -. - Meadow Ridge ci L #180191 ) 1 + + 0ipz PTO mdlai Pi IMAM Y SCAMS., I. litmiki& ass -- mental rig tom la r Mat I {Baal_ -- 1 .0 E— ,'7 Fut =ay EL- I,1. xl. n: Lim' NJ 112521Ned. PC L/lsial L - 1.641-Bi1-L_APIlai••• � t"W gra,v WI nliICS &DAC C n 114.4 vid Mgt coo E N : Rc !1 OLEIC) ^I ,at I_iAPre tRt le Eir �R$J11 rVerai4 p'!!r's as amt: P44 TAO NY P.?D (y fFl V pa FAPP 6 CrFIAI selg ¢rye. 145O G 4t�FQ�x A ruy iarRT cc- a — . 21.- pot ,..;c S— _ am G I I I 1 �7 1 a lid IS IMO M • ,':4 cou. Eel Ft f �t1LER C/O Yi 'y1 t Pt �Oi']I�1a`r IdaS]P*img p 1 a4 ,;. r al yF lit is-` tn! - .or a rbR�t Mile +, � ar J IANIrtlha 5 -F i-mtLS 7y -ea 57Cif 1iY.lC Pit - ptt .i I F P.4 �n1 ��, a {o1+f.At thy y IstS14t P'1 . giOND p71'r4dmrr ■ -- sr SoPP!!9T meritYt --a• ears.lonspe M 1i.vw+ St—Tt I" �4i11, 0.0• i MN PI ; :n -, t10 I Talc a 'lc EX I °i i ] -, 4 6 . •••111 Righht-}1i/Right-Out Access = Full Movement Access r-.n�-._1161 Off'"1. ,dam u+:. mreanA:J r.. e ,fie' J irs w Iner mt0l rslot •ar-r marl ?grit ism v. 0, W7 rp +a&1RI cif:Coot. s o AC. i{ Ora � and+1t1iW II 1 ti . Tailurh 78-1 5120.- ist PLio SCQW-S to Pin r� i w i.1 AC- KNE PEGS kis 171 41"ris ew at sitll Prirl ■ 764.L r NM! 4I - Iss 1 / a. _ it vier IPiar a es III; :am 4 ar fief ;iryr 7 Mile +�-- . ..m - r rrnn i- - Mor. fl. wars' Paeib VIK.i #t FLIP :. U in) In1t3t1 9 Iv mgr. 71 4� n..B46 HO 41144$5, -- -flit -26 rift-{ E8 �'_,IS 6.7 AL.. .st -near nun tuner Ms HI 5104ria me twig R N *Ft pc is i1'}iPBj ma er a elle Mt a. — ids Three -Quarter Momnenf Access rasa. two@ Dlfn Oil att. S a as r- PAA e IIS@ 0]1'1j_ neWIALOrim Ja It_ I sin =ruing 'U, PA P7 �,,g PyOI'J O al 41 • Ls isu sm fl • sums as S -MU 2S.. :r1%${' 1— agiusal .744-44 C16trio' aIMPS. .... 14 Mile +1 •.•rh-fib` Seaf.f ti�,lr+SiJOJI R° !r II •1 A f 1pr().k /mate Seale i Figure 2 Site Plan Meadow Ridge (LSC #180191) Figure Existing Traffic, Lane Geometry and Traffic Control Note: The volumes were prorated between the existing traffic in Figure 3 and the projected 2041) background traffic vnlumes in Figure 5 with no connection of the Barefoot Lakes development to SH 66 by 2425. Cam.elol Ct. Mulligan St, I N. Valley Dr. LEGEND: = Stop Sign = Traffic Signal 26 _ AM Peak Hour Traffic 35 PM Peak Hour Traffic t` RrATION 1000 = Average Daily Traffic CONSUl.T:1MS, INC. a 1 12,500 191000 75 160 175 40 150 II 150 100 _4*1 ift-1(}01 180 75 425 - 825 175 1' 350 --*) t rir-- 325 I '75 325 125 150 tate Highway 6 540 1,10}01 -4— 1,060 825 415 880 910 1 625 12.5 .35 1901 50 180 I 45 200 40 30 20 10 j 30 405 770 45 150 .Approve n ale Seale Stialb .111= 1.200. 385 655 r Asr$ -t Notes: 1. SH 66 and WCR 9.5 volumes based an recent projections from the December, 20'18 Mead Transportation Plan with adjustments based on existing traffic volumes and the Barefoot Lakes development to the south in Firestone, Also includes the trips from about 50 homes passing through the site from the Red Barn Subdivision to the northeast. Figure 5 Year 2040 Background Traffic, Lane Geometry and Traffic Control Meadow Ridge (LSC #180191) Directional Distribution of Primary Site -Generated Traffic 15 20 35 f1 60/ 4Q25 \18 40 40 1...... 15 %kg( v,./< 10 25 6 18 22 60 7) —7 c 11 75 1 3 5 5 20 tr 25 15 10 \ 45 2 15 11 5 40 60 2 5 52 8 10 Appre3vr nafe Scale 15 5 3 1 t12 1 Sta lc: .1 '= 1200' 15 10 66 54 __ 6 L 5 38 1 12 20 15 INTERSTATE ; Camelot. C X37 63;I !C\ � 5). _. ;tie Fr -- ■ �'. - a a ! m �. � . —4'1•'1 _�" - a _ ___# - ..•4+ - " 345 Mulligan St. SP -4"-- Y a+. t.2- ricir ' ,t_. - • ‘...1 4 ; " L- . •4 g i , 2 750 1 ' fat ogf --- ' 825 ) STYE y 1\1 , Valley Dr, a' ' r__ . zia__L, ,,..,_ 4/ Th-- E it.260 ..x 2, 450 1 , 610 ',7 , 385 if 2 I - _ - ° •- _ _ ,38 t t. 4L\ 9:76:00 '■ i ■ ■ ni i i � ■ 81 _ . fill 54 6 a_ - ate Highway 6 - ` ,3,25O `c 25 11 1, a • 413, 4601 - �� \- 3, 420 . 7 81 16I 1 55 +:::„ 5„,#)7 [ 7 53 12 8 51 0 20 34 2 13 2069 j -44L2 _ 4 48 152 63 183 We — .� 100 214 120 1 49 tr 32 15 5 52 17 Figure 7a LEGEND : 26 AM Peak Hour Traffic Assignment of Residential i __ i . - 35 PM Peak Hour Traffic Site- Generated Traffic t__ 1 , 000 = Average Daily Traffic Meadow �id�e ( LSC # 1 �Q191 ) TkANSrtORT.A7rON CONS:A.7AMS, INC Assignment of Non -Residential Primary Site -Generated Traffic Note: Assumes 90% or passby trips are from SH 66 and two thirds of passby trips are right-in/right-out movements from adjacent streets. Assignment of Non -Residential Passby Site -Generated Traffic 5 20 35 19 9 12 15 5 40 0 25 26 L._ 18 22 ..4 L.._77 20 10 40 40 :30 67 2025 \\Nfil ‘t-i< . 9 19 22 — 60 228 ? —IT 52 21 75 1 — 5 38 4 20 17 116 67 10 45 5 1II49 17 �1ii5 40 60 5 17 6 155 50 5 10 Appm \ ig rUfe Sedk 46 25 10 8 20 102 8 -1 ti: �' 1,�'i:7f�' 210 20 f 54 52 .,,J ,� � 10 38 _,,_� 12 195u 20 ! ! x et -- .'•' ii __ Or --- 12 7 46 41 25 32 101 110 -lir -� 95 INTERSTATE Cami- 137llnl { -~ _� 107 20.5 10 c\ 25 ) ' t 4pry I ll ., _ _ M 'It 195 10 10 „Lil i ,. a - - 1 1 r 830 —k I . ` mullrgat7 St. S ' sr: 1 [` 6� F ii 0 4 - y �� , , ll , o I 3, 725 :Ptr t 1 * * *"1Z i I SITr me ) I . . aWr. . . ‘ er 441 ?b- 3, 325 ` ' 1\1 , Valley Dr, ' I ar 2 11-7 a ≤ = i 1 / 50a. . _ I 10, 235 ., 870 - i E 1�0 4--- 79 3 5 1610" 2350 14 11 , 865 42 = r Ate Highway 60 . 54 6 -4 = --4 / cL4, 2 75 c ., t 25 11 IL 39 . s' 18, 29071 ai 4, 87 8737 88 32 _ 104 99 X104 ' = 94 Y gib 449 f 147 47 470 140 29 123 100 25 48 314 II 122 168 117 ,..1 L,.. 25 __ 32 361 99 105 30 - 140 70 171 90 / 0 264 tc 63 54 tr 67 15 52 52 150 Figure 7d LEGEND : .26 AM Peak Hour Traffic Assignment of Total i __ i . 35 PM Peak Hour Traffic Site- Generated Traffic t__ 1 , 000 = Average Daily Traffic Meadow Ridge ( LSC # 180191 ) 7kANSItORT.ATI0N CONS:A.7AMS, INC S13 RT = 500' + 100' transition taper SB LT = 300' + 100' transilioning taper frontage (2 @ 300' in 2040) Continuous westbound right -turn lane between RIRO access and WCR 9.5 Continuous westbound right -turn lane between full movement access and RIRO access EB LT = 510' (380' for decel + 130' storage) + 220' transition taper and 55:1 redirect taper Continuous westbound right -turn lane between three-quarter access and full movement access SB RT = 150' + 100' transition taper EB LT = 500' (380' for decel + 120' storage) + 220' transition taper and 55:1 redirect taper WB RT = 380' + 220' transition taper NB RT = Lane drop or second northbound through lane SB LT = 200' + 100' transition taper t 'B LT = 2 @250' with one striped out until traffic signal control is implemented NB RT = 200' + 100' transition taper SB LT = 200' + 100' transition taper WB LT = 200' + 100' transition taper Will likely require sigralization or roundabout control over time. None ni these turn lanes will be required if roundabout control is implemented prior to turn lanes being warranted. LEGEND: = Stop Sign = Traffic Signal 26 _ AM Peak Hour Traffic 35 PM Peak Hour Traffic Camelot Ct. Mulligan St, N. Valley Dr.' a _ Me'r Y 'i 4,480 9,240-" 74 188 175 50 399 222 172 80 436 134 360 775 7407 — c 59.5 5 154 125 -**) 107 130 155 130 112 147 to Highway 6 48 32 ,105 465 961 May require traffic signal or roundabout control between 2025 and 2040. None of the turn lanes will be required if roundabout control is implemented prior to turn lands being warranted. 102 81 66 54 38 127 46 427 _ 891 982 —� 707 81 54 25 J 11 87 377 483 I 822 949 —� 699 .Approvur?ale Seale Stale: 1'= ..-'L70. Figure 8 Year 2025 Total Traffic Lane Geometry and Traffic Control MANS,tORTATrr,.+ 1,000 = Average Daily Traffic CONSUL. -was, I.h'C'. Meadow Ridge (LSC #180191) 24E 384 20 9 15 26 15 .*.i7 , � 18 AL __JAL 50 30 I ti �9 or + or '�A 28 c 52 1 T-lei ## te— }} 21 — II 2 , I , 116 3 5 49 r5 27 256 15 378 5 .Approv/m YUle Scale 102 81 Seale: 1 Il= 1.200' 66 54 38 , 44„_ 12 f t r x ` 91941 _- I - 12 7 4 6 Acre , ` - 447 4.— 981 i / INTERS�A,TE�; �wr ,v nr , I 1-II1 , 04 ---___C, l��J 1 )L ! ; I. , 125 —_ _ 1 �3C1 50 -iii - . . , ,,t., - - . • • " 4•1"---,“ ,_.i.,,-)pi ri —i• — • — • —• —• —• —• —• —• —• —• —• —• —• -- -m — a" Aric-frlin - -" nr"" k 200 40 5 I I_ _ ..•, �VullUgan St. - ,S1,, - - el , • � y �S . F I us t�o `s.;. . ' I - - —, c � ' , ' , o - 3, 725 it., , 1r - i: • _0,.. .a - .< 1 SITE - i a iiiL�-r- � . Valley Dr, �„ ° - 10, 235 _ S -- ' - " ° B CD ICY 1 2, 870 ; s i - E V 325 ' .. ir+ l 560 14 32, 79 \ , 79( 2O, L ( V 615 , u .or 171 42 Ott t•. h7rwie y 6 . , 74 13 \- 3 870 e • ' 35 j 11 r f x, _Ti 493 917 _ _ x _ 874 754 —'� in " 45 4- 3.5 _. In ' ,.... 44, :1= tI 150ron- 50 147 40 or 347 470 50 540 104 RA 283 275 65 48 464 272 168 217L� 125 -ive :32 541 174 1 j 1l5 = -"-i ---14.1.\\A 455 — — — 610 L 1 ,231 i90 727 , — ] 3i4 893 r 175 4-189 # �- 167 li-SI � I 350f 325 90 _ ..----2 LEGEND : 325 177 202 Is = Stop Sign 310 6 = Traffic Signal Figure 9 R" = Modern Roundabout Year 2040 Total Traffic I 26 _ AM Peak Hour Traffic_ 35 PM Peak Hour Traffic Lane Geometry and Traffic Control MANS,tORTATrON 1 , 000 = Average Daily Traffic Meadow Ridge o ( LSC # 180191 ) CONSULTANTS, I.h'C. - _ _ ._ _ LY_ _ . . ti. . I . . - ` - - - ` ' -iti- f Y L TL - -- -- - - VAL -- - - -' s tl I rir A , l tall_ Ap; nn-:mate Scale -1. .- ' } C.+— .3cr7 ie I = 1O1 4�; ; •1 S) . � , -. 2 • ISM Painted or Raised Median or 4 Two-Way Left- Turn Lane (TWEE) If; ~ t.z mill1m00' $6 L7 fyi 11 - - r , . a . im-- 4 if 2 @ 250' WB LT . r i ill �1 'i - - „ it 1 200' .SLT- I ' —\\\ t7a. ; :: 200I58 \. Continuous NB RT ,r; r______ _ ,, prat_ • a - - a 0 4 200' WB LT NelUil `rgan St. 1-,, Kra ., - it 200' Eb LT le 4, 41 0 O _, 1 n I , 1 [.±stiphiricit Eft . c . 2O0' NB LTN1/4 I• ),r2001NBRT � - - ,IF �_jr- a7 41:7i. Xl 1 t1 r �j r LC • ' ' iV - 0 ` = Stop Sign Control with Future z Traffic Signal or Roundabout Control r ali i I i . 500' SB RI —\\ . \1\ , IS ,- S - / rig # , . ' _I Z I i Il .- a I 4g u. • {e • _ - - 4.4 = Continuous WB RT I State Highway 66 X , • .. K . - _ , .....4...f ,,,z . P + , i r1 V" p,I'S . S yr I 1' �r''e_ : I — — \-- — — — iligt ? 475' WB LT Conceptual 2040 Lane Geometry CCounty Road 9 . 5 Meadow Ridge ( LSC # 130191 ) rpoRrArfoN c.'orwst/r.TANT.S, Mr x prill U � n :, J e` ' _ :.t., tench& . lea �.. .- met i4 . r-y � -�. '��4�- . I + k -it1 '� all L...,......,� r - - _ `.... . , . Right-in/Right-Out Site Access +- 'I • r , Continuous WB RT r --"Ai 'I. — . ,.� - _ ' = �1 a. II. s, �. c� �" E �'� .`a� T R, i ; � 'c°file. r lOr1' h State Highway 66 44 J At w _ _arm Ale AV t" - En -• i _ _ - _ - - • r t".1 r 744' LB RT Acce! Lane + 220' Taper - -=- _ - -- T _ _ __ —.0 _- - lop _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ I _ _ . _ _ _ _ _ _ _,... full oveme t Signalized Site Access R Continuous WB RT 510' EB LT + 220' Taper 4 State Highway —\\\ ___---141 \\----pir a NS —, ,._ t S J•, _. r - _.. - = a• �. _ - - -• - yIt ' kt Witle: - Painted Median orTwo Way Left- Turn Lane 3B0' E# RT + 220' Taper + + VW,- . — + . sz. ifilL.-- _ -'"Vilrl `"•e< 4 illil , 70 It c . ?nal I 0 all di an I I1 .1 .6.., - - .s - .ai 1. ...a a tiC r - • _ ____4 Figure 11 Conceptual 2040 Lane Geometry SH 66 (West) Meadow Ridge ( LSC # 180191 ) Ct Y mill r= Y 4 J P-\ 1_ `1- r\ G I Three-Quarter Movement Site Access 0' l B T + 220' Taper . continuous WB RT K\1/2„._______, . `_ T State H i ghwa}r f� - _ — - �. - - - - - - - -t 11 , — — _ i' as c d —mad I.- — — __ �- -it - - - 1 r dric+1 a Continuous EB RT 500' ES LT + 220' Taper d c z I I, ' al O.- -� _ I r #� - e r 380' tN6 RT + 220' Taper ji il is . .1 t. _ . _ . ___ * .2.. - z , li "hi - State Highway 66 : _ FTC to c a - - - - . , t y r * try _ratt. 314:l 1...r - L 4 91 ii ir g : J" " , • - 430' WB LT + 220' Taper .1 f " L J .� a 740' akTAcce1 Lane + 220' Taper • - A r ' , . 41 .. .:- Pip f at. Jet I . alert ,_ , • .„ , •44 .� ;. j_ - f r. r Figure 72 Conceptual 2040 Lane Geometry SH 66 (East) Meadow Ridge ( LSC # 180191 ) N/S STREET: CR-9.5 EAN STREET: HWY-66 CITY: COUNTY: WELD • WCR-9.5 ---- -.� Southbound I Start Time ' Left : Thru L` Factor 06:30 AM 06:45 AM Total 4 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLCRADO 303-333-7409 Groups Printed -VEHICLES HWY-66 Westbound WCR-9.5 Northbound Right ! Peds Left Thru Right ' Peds p 8 1.0 1.0 1.0 E t0 to 3 1 4 0; 11 1 3 7 0; 21 4 11 0 Left : Thru Right ` Peds 1.0 . 1.0 1.01 to' 1.0 t0 106 9 0 . 1 4 3 116 14 0 6 7 1 0 _ 0 File Name : WCR9HWY6 Site Code : 00000025 Start Date : 2/2112018 Page No :1 HWY-66 Eastbound Left Thru Right Peds 1 1.0 1.0 32 222 23 0 7 11 4 3 6 10 0 21 2 5 12 0 : 18 4 10 9 0i 23 4 8 9 OF 21 13 29 40 0 i 83 08:00 AM 9 7 10 0J 08:15 AM 2 2 4 01 Total 11 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total 12 4 27 14 57 17 21 17 8 63 Grand Total 148 Approh % 36.2 Total % 2.8 152 150 151 157 610 7 0 9 6 4 8 0 9 8 5 12 0 = 13 11 5 12 0 9 7 7 39 0 , 40 32 21 1.0 ° 1.0 t0 10 103 2 0 257 11 64 1 0 Int. Total 252 21 167 3 0 509 0 12 82 6 0; 12 81 6 0 4 87 14 0 1166 9 0 39 3 ! 6 -- - 35 11 142 7 0 4 10 1 0 18 14 124 4 0 11 5 8 0 6 9 14 01 25 266 11 0 15 13 11 3 4 90 6 14 0 1 6 129 10 16 0 0 114 6 9 0 3 103 35. 50 3 ° 13 436 14 0 6 20 8 17 5 6 1 3 20 46 0 0 0' E 0 _ 97 161 3 23.7 39.4 0.7 1.8 3.1 0.1 5 5 2 4 143 138 140 131 67 10 73 7 0 318 0 316 0. 343 0 320 0 , 1297 0 296 0 260 15 9 0 24 140 17 0 556 6 0• 11 4 6 0 7 7 1 0 ; 10 10 1 0• 15 6 7 0' 5 0 4 0 2 0: 18 22 16 11 0 0 0 0 j 43 27 67 15 16 21 15 8 18 13 8 14 10 '7 10 16 552 18 0 169 7.2 3.2 2086 88.4 39.5 105 4.4 2.0 53 39 63 0 I 158 0.0 35.4 0.Q : 3.0 124 164 27.8 36.8 2.4 3.1 0 11 145 9 0 337 10 145 10 0 366 14 139 4 0 . 361 9 141 14 0• 332 44 570 37 0 1396 0 f 7 174 5 0 436 0! 7 171 4 0 417 0 i 8 128 10 0 355 01 14 114 6 0 310 0 = 36 587 25 0 1 518 0! 164 1780 117 0 I 5276 0.0 8.0 86.4 5.7 0.0 0.0. 3.1 33.7 2.2 0.0 Is WS STREET: WCR-9.5 E/W STREET: HWY-66 CITY: COUNTY: WELD WCR-9.5 Southbound I Start • Left ' Thr Rig Ped� Time u ht- . s Total : u htl s Total -Peak Hour From 06:30 AM to 08:30 AM - Peak 1 of 1 Intersect' 07:00 AM on Volume 13 29 40 0 15. 35. 48. 9 4 8 4 10 9 0 23 23 151 12 0 186 COUNTER MEASURES INC. 1889 YORK STREET DENVER.CCLCRADC 303-333-7409 Percent 07:30 Volume Peak Factor 0.0 p. 82! 83 610 39 0 732 11, 83. 5.3 9.1} 3 3 High Int. 07:30 AM Volume 4 10 9 0 23 Peak 0.89 Factor 1 Left HWY-66 Westbound Thr Rig Ped App. 07:45 AM 21 157 12 0 190 0.96 3 WCR-9.5 _ Northbound Left Thr ; Rig 1 App. LeftT i _ u ' ht s Total i 40 32 21 43. 34. 22. 0 4 6 13 11 07:30 AM 13 11 File Name Site Code Start Date Page No : WCR9HWY6 :00000025 : 2/21/2018 :2 HWY-66 Eastbound Thr Rig Ped : App. Int. u hi s _Total I Total 0 93 ° 39 316 35 0 0.0 + 10. 81. 9.0 0.0 5 0 29. 4 87 14 0 5 0 29 0.80 2 390 1 1297 105 343 • 0.945 07:30 AM 4 87 14 0 105 0.92 9 CO - 4. s WCR-9.5 Out In 1101 B_ Total 192j 1 40 29 Right Thru 0 Left North Peds 2/21/2018 7:00:00 AM 1 212112018 7:45:00 AM _VEHICLES I —45- CO; 4--- r';cri 2 --k IMESIMEMINEMI ea O Arta .k-0 i T I I cP Left Thru R' ± ht Peds 40 i 32 [ 21 0 1M47� 931 i 240 j out in Total 'R-' eNn.ry p mac: Tr' 4art'btit'v+vhrmovr4d Cen eyp.,...r r rowve4;eyei.11Tn.i.WYl.•eN repel!r Y^.' ."Qh"p...w;.,,�..ra�. �o5el.• ehplefpendYTR"fT N'ttI'U.14 at V"V •W% N/S STREET: WCR-9.5 Elm STREET: HWY-66 CITY: COUNTY: WELD Start Left . Thr t Rig ! Ped a App. I L Thr Rig { Pad , App. Time u ht s Total Left u ! ht s Total COUNTER MEASURES INC. 1 889 YORK STREET DENVER.DOLORADD 303-333-7409 WCR-9.5 € HWY-66 Southbound Westbound Peek Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersects on Volume Percent 05:00 Volume Peak Factor High hit. Volume Peak Factor 04:30 PM 79 30 62 0 171 , 13 46. 17. 36. 0.0 ; 2.5 2 5 3 17 6 20 0 431 5 04:30 PM 27 10 0 161 0.0 0 52 Left HI'Y-.66 Eastbound Thr Rig ` Ped App. Int. u : ht s iota! T h 37 625 27 0 689 5.4 90. 3.9 0.0 7 7 174 5 0 186 • 05:00 PM 21 0 52 7 174 5 0 186 0.77 ` 0.92 4: 6 498 94. 9 14 0 2.7 0.0 File Name Site Code Start Date Page No WDR9HWY6 : 00000025 : 2/21/2018 :2 WCR-9.5 Northbound Left I This] Rig Feed $ Total 525 1 55 34. 2 143 7 0 155 15 40 24. 8 66 41. 0 16 21 05:00 PM ! 05:00 PM 16 0 53 5 143 7 0 155 a 15 16 0.80 0.84 7' 7 Out In Total c1 i rim I 2621 r4 Left Thru Right Peds 551 40T 1 0: 1546 436 0.886 N/S STREET: CR-9.5 Ems' STREET: MULLIGAN ST CITY: COUNTY: WELD i WCR-9.5 Southbound sat Start Time Left Thru ! Right Peds �n Factor L 1•C :... 1.0 : 1.D ' 1.0 : 1.0 : 1.0 + : 3t} AM t} 12 ._ " 11- - - - 0 0 0 i:45 AM _ 0 16 5 0 0 0 Total . 0 28 16 0 0 0 07:00 AM 07:15 AM 07:30 AM 07:45 AM 0 0 0 0 Total 0 08:00 AM 08:15 AM Total 0 0 0 14 15 20 11 1 0 1 0 1 0 10 0 60 13 0 12 10 5 0 0 0 COUNTER MEASURES 1NC. 1889 YORK STREET DENVER,COLORADO 303-333-7409 File Name : WCR9MULL Site Code : 00000005 Start Date : 212112018 Page No : 1 Groups Printed- VEHICLE __ WCR-9.5 T MULLIGAN ST Westbound Northbound Eastbound Left Thru • Right ; Peds Left I Thru f Right I Peds ! Left Thru " Right Peds 1.0 0 0 0 4 • 1.0 1.0 1.0 ?.0..... .0 1.0 1.a ; 1 0 6 11 0 0 2 0 1 0 2 23 0 0° 3 0 1 0 . 8 34 0 0 0 0` 4 14 0 0 0 0 1 11 0 0 0 0s 5 15 0 0 0 0 10 13 0 0 0 01-20 53 0 0 0 0 13 16 0 0 0 0 4 9 0 0 0 0 0 0 0 0 0 0 0 5 3 1 2 3 0 9 amalitmempo Int_ • Total 0: 43 0 Y 50 0 2 0 93- 0 0 0 0 0 1 1 2 5 0 0 0 0 37 30 45 52 9 0 164 0 0 0 0 6 0. 52 0 0 1 0 2 0- 26 22 5 0 0 0 0 0' 17 25 04:00 PM 0 21 3 0 0 04:15PM 0 16 2 0, 0 04:30 PM 0 382 0 0 _ 04:45 PM 0 19 2 0 : 0 Total 0 94 9 0 ,- 0 05:00 PM 0 30 1 0 0 05:15 PM 0 22 3 0! 0 05:30 PM 0 16 1 0 0 05:45 PPM 0 11 1 0 : 0 Total -- ----0 79 .__ 6 _--0"__._----0 Grand Total 0 Apprch % 0.0 Total % 0.0 283 49 0 9 85.2 14.8 0.0 35.5 6.1 0.0 0 0.0 0.0 0 0 0 0 0 3 10 0 0 0 0 5 14 0 0 0 0 2 16 0 0 0 0 0 14 0 0 0 0 10 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0.0 0.0 1 0 8 0 0 10 0 . 12 4 0 8 I 0L 13 0 43 2 17 0 0 3 0 16 0 0 10 2 13 0 0 8 2 13 0 0 5 6 59 0 61 225 0.0 21.3 78.7 0.0 7.6 28.2 0 14 0 4 0 15 0 11 0 44 0 8 0 8 0 11 0 6 0 tre 26 0 33 0 78 0 61 01 53 0! 81 0 59 0 : 254 0 0 0.0 0.0 0.0 0.0 84 0 96 46,7 0.0 53.3 10.5 0.0 12.0 0 0 0 0 0 0.0 0.0 61 59 51 38 209 798 HIS STREET: WCR-9.5 EIW STREET: MULLIGAN ST CITY: COUNTY: WELD MOPS a WCR-9.5 Southbound r Start . Left ' Thr Rig Ped . App 'k` Left Thr Time i u ht s Total ` u Peak Hour From 07:00 AM to 07:45 AM - Peak 1 of i lntersecti 07:00 AM on Volume 0 60 13 82. 17. 2 8 Percent 07:45 Volume Peak Factor High Int. 07:30 AM Volume 0 20 1 Peak Factor 0.0 '""PP • A —.T 11T' Y0•VN' Y•d711 /IIVW: tl TWR ...�..?'"y.. "►. PI.%fdv..r..o,.1.. 0 11 0 0 73° 0 0.0 i 0.0 10 0 21 : 0 0 21 0.86 9 File Name : WCR9MULL Site Code : 00000005 Start Date : 2/2112018 Page No : 2 .-_ MULLIGAN ST-1 Eastbound _ Thr Rig ' Ped App. Int. a u 5 ht s L Total 1 Total Left 73 9 50. 0 23 3 0 9 0 18 0.0 5°-0.0 0 0 5 0 07:45 AM 0 0 23: 3 0 5 0 8 0.79 ' 0.56 3 3 COUNTER MEASURES INC. 1889 YORK STREET DENVER.00L0RADO 303-333-7409 Westbound Rig Ped App. ht s : Total h 0 0 0 0 0.0 0.0 0.0 0 0 0 0 0 0 0 WCR-9.5 F Northbound Left• Thr ; Rig I Ped I ht t s x _ Total 20 53 0 0 27. 72. 0.0 0.0 4 8 10 13 0 0 07:45 AM 10 13 W21/2018 7:03:00 AM 2/2112018 7:45:00 AM 1 Left Thy Riard Peds 53 I . _ 164 52 0.788 p1J) 111/11 ?WTI 0•01I %I I'I }'.1 rdJA'Ir: vial OR WS STREET: WCR-9.5 ENV STREET: MULLIGAN ST CITY: COUNTY: WELD WCR-9.5 COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333.7409 Southbound Westbound r Start Left Thr Rig : Ped y App. efts Thr j Rig Ped 1 Time II u, lit , s Total u ht s Peak Hour From 04:00 PM to 05:45 PM ; Peak 1 of 1 --__ I nterseoti on Volume Percent 04:30 Volume Peak Factor 04:30 PM 0 109 93. 2 0 38 2 0 40 0.0 8 0 117 6.8 0.0 High Int. 04:30 PM Volume 0 38 2 0 40 Peak 0.73 Factor 1 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 App. Total "I 4-& O H -: Left File Name Site Code Start Date Page No : WCR9MULL :00000005 : 2/21/2018 :2 WCR-9.5 Northbound Thr! Rig ° Ped • App ii ht ° s , Total ' Left 4 63 0 0 6.0 94. 0.0 0.0 t 2 16 0 0 05:00 PM 2 17 WtR-9,5 MULLIGAN ST Eastbound _ Thr: Rig Pew u ht _ s 67 34 Q 42 0 44- 0.0 5 3 0.0 18 8 0 15 0 I I 04:45 PM 0 0 19 13 0 0.88 2: Appel Int. ' Total I Total 70' 260 I 23 11 0 24� 0.79' 21 Out _ In Total 971 117! 214! i 109: Right Thru Left Pede iJ L3 V 121184:30:00 PMT "p/21/2018 5:15:00 PM !'VEHICLES 1-- 1 -•-Ph Left Thru Right Pads l: 0 0I E � L 1510 ' 67_ 218 Out In Total WCR-8 I I 1 air be— Cll l at 0 2 81 0.802 Pape 1 Location: CR-9.5 N/O MULLIGAN ST City: County: WELD Direction: NORTHBOUND -SOUTHBOUND Start 28 -Feb -1 • Time Wed NB 12:00 AAA a •. COUNTER MEASURES INC. 1889 YORK STREET DENVER,CQI.QRADO 80206 303-3334409 0 SB 4 Site Code: 022705 Station ID: 022705 .. ..••-` rl,:.a_ % .•--.u.r•--ca^-'-r-.' --'•: v:,•r'**%."%.-..".;l li-a lr r• —•r..•. Ya J'`i•-' ,a....r-I.+.•------ ._.. r —Se k L! .:,_; .. ti.f :•,al. L:'t'4_'r-Lti1 tf Y rY rt , � ' � tc �' '., L:..,... . .. - _.. r -a Y.ti 'a_. ra• ,•..• : . ., .. .... . i}, .'�: "y• - -.�: e..- aa.. _r•,r: =::.1'-S• s. 2•�.;,a,•J..1.... ... ...S - r_ :'•..::-"•-a'a_•`•:ti ti .�I� •.•. •z:{c-�-ara a�aa%%ea YSf•r-t•taj.*• •4• • rt•:at4V't,':.�...•*::-• - a: •1if V•it\.rr ^f[?_ti._•.''.,-•: ,"e.r'u','s_•;r_.�.eL«-Qatar < :i _v••• �.: .. .-•. F':�•rl..r"• a'ti :_l-..�.».t• a''LY1j,:L.::..'_.t�'.fS_,%:lS::.;,,»a_!,-:•:'• ;...re ,r.__ . "•'::i'• .:.••. r a f...•.Jti • 1.% _• y!..a..- :L._.r . Total _ 4 02.00 1 16 03:00 a �:..... ..., n; . r.....r, ')L— r fr.f.i a .. n..,i. _ a,. •1•,. -+,.taa_r,_•a 1 1_ ..".***•';•••••••._ ,._.. .-•.. .. a... '� _r. . ... •Z .s _, ,_ .T /_}.ti ' •. _ .. - - a.71:GY •: v. Y.4•%II _ :.- •r .•,. S• ••••;•`-t .. -• .. -. -. ..-.a ... a. ..n. . _\. .». ;• ..a ,,2 _ _ _ .. .. •-ilk - . 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L• -J:.•. •: '•a a.i •'.1:�l:ri l..r::•S.'l.b.t i'.: u: ..rtv .Fij r, %r:- .1;_.a .r• - - ,a _ti.�. i .. r4 rt t t..r -r..1v.�,..f..,.1,d..�..r•.cl.t, J t-. • .•_•iii?:,1.,.:�:�:;:ate-:•....}_-.-.,:.i•k+.:.,.._._-k-.:••__��a.•_ _• 10.00 113 .•i. • "•t1;•:: :1jr: ._tl{: }.♦..{� .0\4'3 a twr. ., ,'U.' l•' _._ __ C -•G:::' :tat 1. `-' =1ti r_ }' '-r sY.- '♦i.-f`..._ _ .R- ..... .r •y )-L to-- •--::.. rapt 'r_. '•'?.•r::•:L-�i��.•3 r•`frra� f-i�:'•��!fL.•.__.•.kL_�_n_:=`_':':_.pia:{�.`J •.. -L ... .. • •. r a .. eat .S•.. _ . Total Percent AM Peak Vol. PM Peak Vol, Grand Total Percent ADT 64 72 b a 32 .. 8088 49.8% 06:00 544 17:00 922 8088 49.8% ,CDT 15,288 �-k r. •.a- •:mot. -:.'.4... J.v�-S .} itr '7_.f-:C`a..':—.:.•••r_{..�.__ia.�•>1:.:� !a-.. x _•., .... .1�.': to 4'.1 _ 1. _..• a .. 8150 50.2% 07:00 870 17:00 648 8150 50.2% • z, ;. 1 ..1i_.:cu:vS-•':lrx--`:t'':.]}t4-rt',ta : _'•: ._. a:_s•• :hv..::: ��r- :r.- -t-- •y`-•r!.:.a�•a .r.t• ..• .r .{a`•' .1 151C".•• C57- •a: .h :1� trd J• J_w!.`. � � L _.�1.�•— .. s-. d:J '•_j - `Y", a,4 t1Cf J • Q: •P1Pa4-L_a. • }- l ,1� •,i _ '. "..,..:. k..�s•'.c--•L:r_Cl-�t.La:.'•.1; 4_�A t!';,y r.r,. .:e�• :':•1 �•'i a�!y?;�ti.,}rr:ri.::: •1..:.a-�r-•. :z:.. •.. "•, . _ :-1/4,1 -' __ : •i••_-.-1• :ti..'{�+( 'tCha.� �,_kaJ3 ::r::�!,. }„-+C r•�: V: L"'L 1. >'Lt f,,•..J. L,._ , — } DT 16,238 882 914 1104 1391 570 900 446 282 268 185 96 16238 07:00 1328 17:00 1570 16238 LEVEL OF SERVICE DEFINITIONS From Highway Capacity Manual, Transportation Research Board, 2016, 6th Edition SIGNALIZED INTERSECTION LEVEL OF SERVICE (LOS) LOS Vehicle Average Operational Characteristics Delay sec/vehicle A <10 seconds Describes stop LOS vehicles values. at operations occurs all. arrive Short when during with progression cycle low lengths the control green is may delay, extremely phase. tend up to to 10 favorable Many contribute seclveh. vehicles and to do low This most not delay B 10 seconds to 20 Describes and progression, with operations up to 20 seclveh. short LOS A, causing cycle higher with control level lengths, levels delay generally or of both. delay. greater occurs More than vehicles with 10 seconds good stop than This C 20 seconds to 35 Describes 35 progression, may given occur. though seclveh. begin green operations to pass higher cycle at does of with this vehicles through control delays length, not level. serve stopping the delay may or both. Cycle queued intersection greater result failure is Individual vehicles, significant than from occurs without only 20 fair cycle when and at stopping. and this failures overflows level, up a to These longer phase number appear still The many . D 35 to seconds 55 Describes 55 noticeable. unfavorable Many declines. seclveh. vehicles operations Individual At Longer progression, stop, LOS delays and cycle D, with the the control influence may long failures proportion result cycle delay are lengths, greater of congestion from of noticeable. some vehicles and than combination high not becomes 35 and vlc ratios. stopping up more of to E 55 seconds to 80 Describes 80 seclveh. progression, cycle failures operations high cycle frequent. with lengths, delay control values and delay generally high greater \dr/1c ratios. than indicate 55 Individual and poor up to These long are F >80 seconds Describes level, over individualcycle operations considered -saturation, of may lane also groups. contribute with unacceptable that failures. is, It control when may significantly also Poor delay arrival in to most occur progression flow to excess drivers, at high rates high delay and of 80 often exceed vlc long levels. seclveh. ratios occurs cycle the with lengths This with capacity many LEVEL OF SERVICE DEFINITIONS From Highway Capacity Manual, Transportation Research Board, 2016, 6th Edition UNSIGNALIZED INTERSECTION LEVEL OF SERVICE (LOS) Applicable to Two -Way Stop Control, All -Way Stop Control, and Roundabouts LOS Vehicle Average Delay Control Operational Characteristics A► <10 seconds Normally, vehicles on the stop -controlled approach only have to wait up to 10 seconds before being able to clear the intersection. Left to -turning make their vehicles turn. on the uncontrolled street do not have to wait B 10 seconds to 15 Vehicles before to 15 on being seconds. the able Left stop to -turning to -controlled clear make the their intersection. vehicles approach turn. on the will experience delay could delays be up The uncontrolled street may have to wait C 15 seconds to 25 thereby Vehicles range Motorists on the of on 15 posing uncontrolled to may the 25 begin a stop -controlled seconds safety street to take risk will before chances to now approach clearing through be due required traffic. can to the the expect intersection. Left long -turning delays, delays in vehicles the to wait to make their turn causing a cueue to be created in the turn lane. D 25 to 35 seconds is the point at which a traffic signal may be warranted for this This intersection. delays excessive. and for private the stop access -controlled length of points. the intersection queue may are not begin to The be considered block other to public The E 35 seconds to 50 delays is a high for as all critical length as the traffic of left that the -turn this movements queues movements intersection for are the considered stop are will -controlled extremely meet traffic to long. be be The unacceptable. approaches The well probability There signal warrants. the the ability existing accesses stop to -controlled install traffic by a signals. eliminating traffic approach. signal Consideration the is affected left -turn may move- by to The the given ments location of to restricting from and other F >50 seconds 100 delay only for seconds. are remedy the selecting critical length alternative these traffic of long the movements delays queues routes is due installing are are to probably extremely► the long a traffic in long. delays. excess signal The of Motorists The for The or restricting the accesses. potential to motorist motorists for accidents taking begin making more at risky this two inter- -stage due The left section chances. are -turns. If extremely the median high permits, HCM 6th TWSC 3: County Road 9.5 & Mulligan Street Existing AM Peak Intersection Int Delay, slveh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations "Pe 4 "r4 Traffic Vol, veh/h 9 9 20 53 60 13 Future Vol, vehlh 9 9 20 53 60 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ME Veh in Median Storage, # 0 0 Grade, 0/0 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /0 2 2 2 2 2 2 Mvrnt Flow 10 10 22 58 65 14 Major/Minor Minor2 Major! Major2 Conflicting Flow All 174 72 79 0 } Stage I 72 Stage 2 102 Critical Hdwy 6A2 6.22 4.12 ✓ _ Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap -1 Maneuver 816 990 1519 Stage 1 951 Stage 2 922 SE Platoon blocked, % Mov Cap -1 Maneuver 804 990 1519 Mov Cap -2 Maneuver 804 Stage 1 937 El Stage 2 922 ME Approach EB NB SB HCM Control Delay, s 9.2 2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1519 - 887 HCM Lane WC Ratio 0.014 - 0.022 ME HCM Control Delay (s) 7.4 0 9.2 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0.1 OE Synchro 10 Report KMK Timings 5: County Road 9.5 & Highway 66 Existing AM Peak t Yir Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations t r or+ 'Pi t) 4) Traffic Volume (vph) 39 316 35 83 610 40 32 13 29 Future Volume (vph) 39 316 35 83 610 40 32 13 29 Turn Type prn+pt NA Perm pm+pt NA pm+pt NA Perm NA Protected Phases 5 2 1 6 3 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 5 2 2 1 6 3 8 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 10.0 23.0 23.0 23.0 Total Split (s) 20.0 60.0 60.0 20.0 60.0 15.0 45.0 30.0 30.0 Total Split (%) 16.0% 48.0% 48.0% 6.0% 48.0% 12.0% 36.0% 24.0% 24.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost. Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Min C -Min None C -Min None Min Min Min Act Effct Green (s) 88.7 82.4 82.4 91.6 85.4 20.3 20.3 9.7 Actuated g/C Ratio 0.71 0.66 0.66 0.73 0.68 0.16 0.16 0.08 vlc Ratio 0.09 0.28 0.04 0.12 0.56 0.24 0.19 0.56 Control Delay 5.9 11.2 0.1 5.6 14.7 44.0 28.2 48.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 11.2 0.1 5.6 14.7 44.0 28.2 48.3 LOS A B A A BDC D Approach Delay 9.6 13.7 35.0 48.3 Approach LOS A B C D Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.56 Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: County Road 9.5 & Highway 66 Synchro 10 Report KMK HCM 6th TWSC 3: County Road 9.5 & Mulligan Street Existing PM Peak Intersection Int Delay, slveh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations "Pe 4 its. Traffic Vol, veh/h 34 42 4 63 109 8 Future Vol, vehlh 34 42 4 63 109 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, 0/0 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /n 2 2 2 2 2 2 Murat Flow 37 46 4 68 118 9 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 199 123 127 0 - 0 Stage 1 123 Stage 2 76 Critical Hdwy 6.42 6.22 4.12 r Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap -1 Maneuver 790 928 1459 Stage 1 902 Stage 2 947 Platoon blocked, % Mov Cap -1 Maneuver 788 928 1459 lap Mov Cap -2 Maneuver 788 Stage 1 899 Stage 2 947 MIN Approach EB NB SB HCM Control Delay, s 9.6 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1459 - 860 HCM Lane WC Ratio 0.003 - 0.096 HCM Control Delay (s) 7.5 0 9.6 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0.3 Synchro 10 Report KMK Timings 5: County Road 9.5 & Highway 66 Existing PM Peak Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations t r it+ 'I t) 4 Traffic Volume (vph) 37 625 27 13 498 55 40 79 30 Future Volume (vph) 37 625 27 13 498 55 40 79 30 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm NA Protected Phases 5 2 1 6 3 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 5 2 2 1 6 3 8 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 22.5 Total Split (s) 20.0 60.0 60.0 20.0 60.0 15.0 45.0 30.0 30.0 Total Split (%) 16.0% 48.0% 48.0% 6.0% 48.0% 12.0% 36.0% 24.0% 24.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost. Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max None Min Min Min Act Effct Green (s) 84.2 81.2 81.2 81.3 76.5 30.4 30.4 19.5 Actuated g/C Ratio 0.67 0.65 0.65 0.65 0.61 0.24 0.24 0.16 vlc Ratio 0.08 0.56 0.03 0.03 0.49 0.21 0.25 0.78 Control Delay 9.2 17.7 0.0 9.3 18.2 34.8 15.3 67.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.2 17.7 0.0 9.3 18.2 34.8 15.3 67.1 LOS A B A A iB C B E Approach Delay 16.6 18.0 22.0 67.1 Approach LOS B B C E Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.78 Intersection Signal Delay: 23.2 Intersection LOS: C Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: County Road 9.5 & Highway 66 I-01 -1102 eR, 04 5 4- 06 CR. 08 eo s I 145 Synchro 10 Report KMK HCM 6th TWSC 3: County Road 9.5 & Mulligan Street 2025 Background AM Peak Intersection Int Delay, slveh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Ite 4 or4 Traffic Vol, veh/h 10 10 25 110 115 15 Future Vol, vehlh 10 10 25 110 115 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, 0/0 0 INS 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /0 2 2 2 2 2 2 Murat Flow 11 11 27 120 125 16 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 307 133 141 0 W 0 Stage 1 133 Stage 2 174 Critical Hdwy 6.42 6.22 4.12 r Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap -1 Maneuver 685 916 1442 Stage 1 893 Stage 2 856 r _ a lin Platoon blocked, % Mov Cap -1 Maneuver 671 916 1442 Mov Cap -2 Maneuver 671 Stage 1 875 Stage 2 856 MIN Approach EB NB SB HCM Control Delay, s 9.8 1.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1442 - 775 HCM Lane WC Ratio 0.019 - 0.028 HCM Control Delay (s) 7.5 0 9.8 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Synchro 10 Report KMK Timings 2025 Background 5: County Road 9.5 & Highway 66 AM Peak Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations t r it• 4 Traffic Volume (vph) 55 330 75 100 635 130 60 25 45 Future Volume (vph) 55 330 75 100 635 130 60 25 45 Turn Type prn+pt NA Perm pm+pt NA pm+pt NA Perm NA Protected Phases 5 2 1 6 3 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 5 2 2 1 6 3 8 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 10.0 23.0 23.0 23.0 Total Split (s) 20.0 60.0 60.0 20.0 60.0 15.0 45.0 30.0 30.0 Total Split (%) 16.0% 48.0% 48.0% 6.0% 48.0% 12.0% 36.0% 24.0% 24.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Min C -Min None C -Min None Min Min Min Act Effct Green (s) 78.5 71.5 71.5 82.0 75.0 30.2 30.2 14.7 Actuated g/C Ratio 0.63 0.57 0.57 0.66 0.60 0.24 0.24 0.12 vlc Ratio 0.16 0.34 0.09 0.17 0.66 0.59 0.24 0.71 Control Delay 9.1 16.5 1.8 8.5 22.2 48.7 28.0 56.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.1 16.5 1.8 8.5 22.2 48.7 28.0 56.5 LOS A B A A CD C E Approach Delay 13.2 20.5 39.7 56.5 Approach LOS B D E Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.71 Intersection Signal Delay: 24.4 Intersection LOS: C Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 5: County Road 9.5 & Highway 66 I-01 -- 2 eR, 0 4 ..) 05 !_:'6 i P ti t 08 . 45 s Synchro 10 Report KMK HCM 6th TWSC 3: County Road 9.5 & Mulligan Street 2025 Background PM Peak Intersection Int Delay, slveh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations "Pe 4 or4 Traffic Vol, veh/h 40 50 5 150 165 10 Future Vol, ve h/h 40 50 5 150 165 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /n 2 2 2 2 2 2 Mvmt Flow 43 54 5 163 '179 11 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 358 185 190 0 - 0 Stage 1 185 Stage 2 173 Critical Hdwy 6.42 6.22 4.12 r Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap -1 Maneuver 640 857 1384 Stage 1 847 Stage 2 857 r - - lin Platoon blocked, % M ov Cap -1 Maneuver 637 857 1384 Mov Cap -2 Maneuver 637 Stage I 844 Stage 2 857 NMI MIN Approach EB NB SB HCM Control Delay, s 10:6 0.2 C HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1384 - 743 HCM Lane WC Ratio 0.004 - 0.132 HCM Control Delay (s) 7.6 0 10.6 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0.5 Synchro 10 Report KMK Timings 2025 Background 5: County Road 9.5 & Highway 66 PM Peak Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations t r it• 4. Traffic Volume (vph) 75 650 125 40 525 130 75 100 65 Future Volume (vph) 75 650 125 40 525 130 75 100 65 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm NA Protected Phases 5 2 1 6 3 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 5 2 2 1 6 3 8 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 22.5 Total Split (s) 20.0 60.0 60.0 20.0 60.0 15.0 45.0 30.0 30.0 Total Split (%) 16.0% 48.0% 48.0% 6.0% 48.0% 12.0% 36.0% 24.0% 24.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost. Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max None Min Min Min Act Effct Green (s) 74.3 67.6 67.6 72.1 66.5 39.2 39.2 24.6 Actuated g/C Ratio 0.59 0.54 0.54 0.58 0.53 0.31 0.31 0.20 vlc Ratio 0.22 0.68 0.15 0.14 0.62 0.41 0.32 0.93 Control Delay 11.7 26.5 3.1 11.3 25.2 35.6 24.1 84.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 26.5 3.1 11.3 25.2 35.6 24.1 84.4 LOS B C A B C D C F Approach Delay 21.7 24.3 29.1 84.4 Approach LOS C C C F Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.93 Intersection Signal Delay: 31.4 Intersection LOS: C Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 5: County Road 9.5 & Highway 66 I-01 -- 2 eR, 04 05 !_:'6 i p.) t 0.8 6 I 145 Synchro 10 Report KMK HCM 6th TWSC 1: County Road 9.5 & Mulligan Street/North Collector 2025 Total AM Peak Intersection Int Delay, s/veh 3. Movement EBL EBT EBR VV BL VV BT VVB R NBL NBT NBR SBL SBT SBR Lane Configurations 1 19 t r t r Traffic Vol, veh/h 10 9 16 52 8 30 116 49 9 121 15 Future Vol, veh/h 10 9 16 52 19 18 30 116 49 9 121 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length 0 0 0 0 0 0 Veh in Median Storage, # - 0 0 - - 0 Grade, 970 0 - 0 - - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 10 17 57 21 20 33 126 53 10 132 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 391 397 132 366 360 126 148 0 0 179 0 0 Stage 1 152 152 - 192 192 Stage 2 239 245 - 174 168 IMO Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3318 2.218 - 2.218 Pot Cap -1 Maneuver 568 540 917 590 567 924 1434 - 1397 Stage 1 850 772 - 810 742 PEP INN Stage 2 764 703 - 828 759 - Ind Yd Platoon blocked, % Mov Cap -1 Maneuver 528 524 917 558 550 924 1434 - 1397 Mov Cap -2 Maneuver 528 524 558 550 - Stage 1 830 767 791 725 Stage 2 710 687 - 796 754 mim Approach EB NB SB HCM Control Delay, s 10:7 11.5 1.2 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1 EBLn2VVBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1434 - 528 722 558 685 1397 .i i. HCM Lane WC Ratio 0.023 - 0.021 0.038 0.101 0.059 0.007 HCM Control Delay (s) 7.6 ION - 12 10.2 12.2 10.6 7.6 a HCM Lane LOS A BBBB A HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 0.3 0.2 0 Synchro 10 Report KMK HCM 6th TWSC 4: County Road 9.5 & South Collector 2025 Total AM Peak Intersection Int Delay, slveh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations t t Traffic Vol, vehih 104 13 197 147 14 185 Future Vol, vehih 104 13 197 147 14 185 Conflicting Peds, #/hr 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 0 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 uni 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 113 14 214 160 15 201 Major/Minor Minorl Majorl Major2 Conflicting Flow All 445 214 0 0 374 0 Stage 1 214 Stage 2 231 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 PIO Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 INN Pot Cap -1 Maneuver 571 826 - 1184 Stage 1 822 Stage 2 807 Platoon blocked, % Mov Cap -1 Maneuver 564 826 - 1184 Mov Cap -2 Maneuver 564 Stage 1 811 Stage 2 807 O PP INS Approach WB NB SB HCM Control Delay, s 12:6 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - 564 826 1184 HCM Lane WC Ratio - 0.2 0.017 0.013 HCM Control Delay (s) 13 9.4 8.1 - HCM Lane LOS B A A HCM 95th %tile Q(veh) - 0.7 0.1 0 Synchro 10 Report KMK Timings 6: County Road 9.5 & Highway 66 2025 Total AM Peak k- t \IP ir Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r t r tr Traffic Volume (vph) 172 360 75 154 775 80 130 112 55 60 74 175 Future Volume (vph) 172 360 75 154 775 80 130 112 55 60 74 175 Turn Type prn+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Free Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 2 6 6 8 8 4 Free Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 10.0 23.0 23.0 10.0 23.0 Total Split (s) 12.0 68.0 68.0 12.0 68.0 68.0 15.0 30.0 30.0 15.0 30.0 Total Split W%) 9.6% 54.4% 54.4% 9.6% 54.4% 54.4% 12.0% 24.0% 24.0% 12.0% 24.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None None None None None Act Effct Green (s) 88.6 75.4 75.4 81.1 71.6 71.6 21.7 13.7 13.7 19.9 12.5 125.0 Actuated g/C Ratio 0.71 0.60 0.60 0.65 0.57 0.57 0.17 0.11 0.11 0.16 0.10 1.00 v/c Ratio 0.51 0.35 0.08 0.25 0.76 0.09 0.59 0.60 0.23 0.28 0.43 0.12 Control Delay 13.1 15.5 1.7 10.4 29.4 5.6 52.2 64.8 3.2 41.6 58.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.1 15.5 1.7 10.4 29.4 5.6 52.2 64.8 3.2 41.6 58.5 0.1 LOS BB A BC A D E A D E A Approach Delay 13.1 24.5 47.9 22.5 Approach LOS B C D C IntersectionSummary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum vtc Ratio: 0.76 Intersection Signal Delay: 24.3 Intersection LOS: C Intersection Capacity Utilization 76.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 6: County Road 9.5 & Highway 66 1-01 -1''02 .R, � �3 • 04 ..) 05 4- 06 R 07 � 08 Synchro 10 Report KMK HCM 6th TWSC 7: Highway 66 & RIRO Site Access 2025 Total AM Peak Intersection Int Delay, slveh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations T r r Traffic Vol, vehih 0 465 961 32 0 48 Future Vol, vehih 0 465 961 32 0 48 Conflicting Peds, #r✓hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 505 1045 35 0 52 Major/Minor Majorl Major2 Minor2 Conflicting Flow All - 0 0 - 1045 Stage 1 en Stage 2 UPI Critical Hdwy - - - 6.22 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3318 Pot Cap -1 Maneuver 0 0 278 Stage 1 0 0 Stage 2 0 - 0 Platoon blocked, % Mov Cap -1 Maneuver - 278 Mov Cap -2 Maneuver - - Stage 1 Stage 2 MIN Approach EB WB SB HCM Control Delay, s 0 0 20.9 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - 278 HCM Lane WC Ratio - 0.188 HCM Control Delay (s) - 20.9 HCM Lane LOS C HCM 95th %tile Q(veh) OM - 0.7 Synchro 10 Report KMK Timings 8: Highway 66 & Full Movement Access 2025 Total AM Peak _ID 4- 444••,. \ON 41, Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations t t r Traffic Volume (vph) 38 427 891 12 81 102 Future Volume (vph) 38 427 891 12 81 102 Turn Type prn+pt NA NA Perm Prot Perm Protected Phases 5 2 6 8 Permitted Phases 2 6 8 Detector Phase 5 2 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 12.0 90.0 78.0 78.0 35.0 35.0 Total Split WO 9.6% 72.0% 62.4% 62.4% 28.0% 28.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C -Max C -Max C -Max Min Min Act Effct Green (s) 103.4 103.4 94.5 94.5 11.6 11.6 Actuated g/C Ratio 0.83 0.83 0.76 0.76 0.09 0.09 v/c Ratio 0.11 0.30 0.69 0.01 0.54 0.45 Control Delay 2.6 2.8 12.4 3.1 65.5 15.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.6 2.8 12.4 3.1 65.5 15.0 LOS A A B A E B Approach Delay 2.8 12.3 37.4 Approach LOS A B D Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 12 (10%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum vtc Ratio: 0.69 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: Highway 66 & Full Movement Access Synchro 10 Report KMK HCM 6th TWSC 9: Highway 66 & Three -Quarter Site Access 2025 Total AM Peak Intersection Int Delay, slveh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations t t Traffic Vol, veh/h 25 483 822 11 0 81 Future Vol, veh/h 25 483 822 11 0 81 Conflicting Peds, #r✓hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 0 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 525 893 12 0 88 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 905 0 0 - 893 Stage 1 en Stage 2 Critical Hdwy 4.12 - - - 6.22 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 - 3.318 Pot Cap -1 Maneuver 752 0 340 Stage 1 0 Stage 2 - - - 0 Platoon blocked, % Mov Cap -1 Maneuver 752 - - - 340 Mov Cap -2 Maneuver Stage 1 Stage 2 an MIN Approach EB WB SB HCM Control Delay, s 0.5 0 19.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 752 - - - 340 HCM Lane WC Ratio 0.036 - - 0.259 HCM Control Delay (s) 10 - - - 19.2 HCM Lane LOS A - - C HCM 95th %tile Q(veh) 0.1 - - 1 Synchro 10 Report KMK HCM 6th TWSC 1: County Road 9.5 & Mulligan Street/North Collector 2025 Total PM Peak Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR VVBL VVBT '+ 'BR NBL NBT NBR SBL SBT SBR Lane Configurations or* t r t Traffic Vol, veh/h 40 28 67 116 12 30 22 158 155 26 184 10 Future Vol, vehlh 40 28 67 116 12 30 22 158 155 26 184 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None ME None MB - None - None Storage Length 0 - 0 - - 0 0 0 0 Veil in Median Storage, # - 0 0 0 Grade, 0/0 - 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, /n 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 43 30 73 126 13 33 24 172 168 28 200 11 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 583 644 200 533 487 172 211 0 0 340 0 0 Stage 1 256 256 - 220 220 Stage 2 327 388 - 313 267 Critical Hdwy 712 6.52 6.22 7.12 6.52 6.22 4.12. - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3318 2.218 - 2.218 Pot Cap -1 Maneuver 424 391 841 458 481 872 1 360 - 1219 Stage 1 749 696 - 782 721 Stage 2 686 609 - 698 688 Platoon blocked, % Mov Cap -1 Maneuver 387 375 841 381 461 872 1360 - 1219 Mov Cap -2 Maneuver 387 375 - 381 461 Stage 1 736 680 - 768 708 Stage 2 637 598 - 595 672 Approach EB WB NB SB HCM Control Delay, s 13 16.8 0.5 0.9 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1360 - 387 616 381 695 1219 r din HCM Lane WC Ratio 0.018 - 0.112 0.168 0.331 0.066 0.023 HCM Control Delay (s) 7.7 - 15.5 12 19.1 10.5 8 0 Mil HCM Lane LOS A CBCB A HCM 95th %tile Q(veh) 0.1 0.4 0.6 1.4 0.2 0.1 Synchro 10 Report KMK HCM 6th TWSC 4: County Road 9.5 & South Collector 2025 Total PM Peak Intersection Int Delay, slveh 72.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r t r t Traffic Vol, veh/h 449 39 315 470 42 350 Future Vol, vehlh 449 39 315 470 42 350 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free FAT Channelized - None - None - None Storage Length 0 0 0 0 Veh in Median Storage, # 0 0 Grade, 0/0 0 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /0 2 2 2 2 2 2 Mvmt Flow 488 42 342 511 46 380 Major/Minor Minorl Majorl Major2 Conflicting Flow All 814 342 0 0 853 0 Stage 1 342 Stage 2 472 Critical Hdwy 6A2 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 347 701 - 786 Stage 1 719 Stage 2 628 Platoon blocked, % Mov Cap -1 Maneuver -- 327 701 - 786 Mov Cap -2 Maneuver - 327 Stage 1 677 Stage 2 628 Approach WB NB SB HCM Control Delay, s 246:6 0 1.1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - 327 701 786 - HCM Lane WC Ratio - 1.492 0.06 0.058 HCM Control Delay (s) - 267.1 10.5 9.9 HCM Lane LOS F B A HCM 95th %tile O(veh) - 26.9 0.2 0.2 Notes Volume exceeds capacity $: Delay exceeds 30►Os +: Computation Not Defined *: All major volume in platoon Synchro 10 Report KMK Timings 6: County Road 9.5 & Highway 66 2025 Total PM Peak k- t fi ir Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL BBT SBR Lane Configurations t r r r t t r Traffic Volume (vph) 436 740 125 107 595 134 130 225 147 222 188 399 Future Volume (vph) 436 740 125 107 595 134 130 225 147 222 188 399 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Free Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 2 6 6 8 8 4 Free Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 10.0 23.0 23.0 10.0 23.0 Total Split (s) 30.0 71.0 71.0 12.0 53.0 53.0 17.0 26.0 26.0 16.0 25.0 Total Split (%) 24.0% 56.8% 56.8% 9.6% 42.4% 42.4% 13.6% 20.8% 20.8% 12.8% 20.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -1.0 -2.0 -2.0 -1.0 -2.0 -1.0 -1.0 -2.0 -1.0 Total Lost. Time (s) 3.0 3.0 4.0 3.0 3.0 4.0 3.0 4.0 4.0 3.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None None None None None Act Effct Green (s) 81.6 69.6 68.6 59.0 50.0 49.0 34.6 20.4 20.4 34.2 20.2 125.0 Actuated g/C Ratio 0.65 0.56 0.55 0.47 0.40 0.39 0.28 0.16 0.16 0.27 0.16 1.00 vlc Ratio 1.00 0.75 0.15 0.39 0.87 0.21 0.47 0.81 0.41 0.91 0.68 0.27 Control Delay 78.7 27.4 2.7 17.8 50.3 9.6 38.6 70.7 10.0 74.6 61.4 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.7 27.4 2.7 17.8 50.3 9.6 38.6 70.7 10.0 74.6 61.4 0.4 LOS E C A B D A D E B E E A Approach Delay 42.5 39.6 44.6 35.5 Approach LOS D O D D Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum vlc Ratio: 1.00 Intersection Signal Delay: 40.4 Intersection LOS: D Intersection Capacity Utilization 92.9% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 6: County Road 9.5 & Highway 66 Synchro 10 Report KMK HCM 6th TWSC 7: Highway 66 & RIRO Site Access 2025 Total PM Peak Intersection Int Delay, slveh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1109 668 105 0 168 Future Vol, vehlh 0 1109 668 105 0 168 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 0' Veh in Median Storage, # - 0 0 0' Grade, 0/0 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /0 2 2 2 2 2 2 Mvmt Flow 0 1205 726 114 0 183 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 0 0 - 726 Stage 1 Stage 2 IMF Critical Hdwy - 6.22 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3318 Pot Cap -1 Maneuver 0 0 425 Stage 1 0 MIN 0 Stage 2 0 - 0 Platoon blocked, % Mov Cap -1 Maneuver - 425 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB WB SB HCM Control Delay, s 0 0 19.7 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - 425 HCM Lane WC Ratio - 0.43 HCM Control Delay (s) - 19.7 HCM Lane LOS C HCM 95th %tile Q(veh) - 2.1 Synchro 10 Report KMK Timings 8: Highway 66 & Full Movement Access 2025 Total PM Peak _ID 4- k. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations 19 r t r r Traffic Volume (vph) 127 982 707 46 54 66 Future Volume (vph) 127 982 707 46 54 66 Turn Type prn+pt NA NA Perm Prot Perm Protected Phases 5 2 6 8 Permitted Phases 2 6 8 Detector Phase 5 2 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 12.0 90.0 78.0 78.0 35.0 35.0 Total Split (%) 9.6% 72.0% 62.4% 62.4% 28.0% 28.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost. Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C -Max C -Max C -Max Min Min Act Effct Green (s) 105.4 105.4 93.2 93.2 9.6 9.6 Actuated g/C Ratio 0.84 0.84 0.75 0.75 0.08 0.08 vlc Ratio 0.27 0.68 0.55 0.04 0.44 0.39 Control Delay 2.6 52 9.2 1.5 64.3 17.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.6 5.2 9.2 1 5 64.3 17.8 LOS A A A A E B Approach Delay 4.9 8.8 38.7 Approach LOS A A D Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 12 (10%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.68 Intersection Signal Delay: 8.4 Intersection LOS: A Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: Highway 66 & Full Movement Access -PIM R �■ 05 06 RI 08 35 s Synchro 10 Report KMK HCM 6th TWSC 9: Highway 66 & Three -Quarter Site Access 2025 Total PM Peak Intersection Int Delay, slveh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 'itt r Traffic Vol, veh/h 87 949 699 37 0 54 Future Vol, vehlh 87 949 699 37 0 54 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - - 0 0 Veh in Median Storage, # - 0 0 0 Grade, 0/0 - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /0 2 2 2 2 2 2 Mvrnt Flow 95 1032 760 40 0 59 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 800 0 - 0 - 760 Stage 1 Stage 2 n n Critical Hdwy 4.12 - 6.22 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 - 3318 Pot Cap -1 Maneuver 823 0 406 Stage 1 0 Stage 2 AM 0 Platoon blocked, % Mov Cap -1 Maneuver 823 - 406 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB WB SB HCM Control Delay, s 0.8 0 15.4 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT ' +'BR SBLn1 Capacity (veh/h) 823 - 406 HCM Lane WC Ratio 0.115 - 0.145 HCM Control Delay (s) 9.9 - 15.4 HCM Lane LOS A C HCM 95th %tile Q(veh) 0.4 - 0.5 Synchro 10 Report KMK HCM 6th TWSC 3: County Road 9.5 & Mulligan Street 2040 Background AM Peak Intersection Int Delay, slveh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 's r 1 Traffic Vol, veh/h 15 15 30 250 240 20 Future Vol, vehlh 15 15 30 250 240 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free FAT Channelized - None - None None Storage Length 0 0 Veh in Median Storage, # 0 0 Grade, 0/0 - - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /n 2 2 2 2 2 2 Mvmt Flow 16 16 33 272 261 22 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 610 272 283 0 - 0 Stage 1 272 Stage 2 338 Critical Hdwy 6.42 6.22 4.12 a Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap -1 Maneuver 458 767 1279 Stage 1 774 Stage 2 722 a a a a Platoon blocked, % Mov Cap -1 Maneuver 446 767 1279 Mov Cap -2 Maneuver 446 Stage I 754 Stage 2 722 NMI INS MIN Approach EB NB SB HCM Control Delay, s 11.8 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1279 - 564 HCM Lane WC Ratio 0.025 - 0.058 HCM Control Delay (s) 7.9 a 11.8 HCM Lane LOS A B HCM 95th %tile Q(veh) 0.1 - 0.2 Synchro 10 Report KMK Timings 2040 Background 5: County Road 9.5 & Highway 66 AM Peak k- t fi Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r �j'� tt r '911 t r t r Traffic Volume (vph) 100 425 175 135 825 100 325 125 75 40 75 175 Future Volume (vph) 100 425 175 '135 825 100 325 125 75 40 75 175 Turn Type Prot NA Perm Prot NA Perm Prot NA Free Prot NA Free Protected Phases Permitted Phases Detector Phase 5 2 5 2 1 6 2 6 3 8 2 1 6 6 3 8 Free Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 7 4 7 4 5.0 5.0 Free Minimum Split (s) 11.0 24.0 24.0 11.0 24.0 24.0 10.0 43.0 10.0 23.0 Total Split (s) 20.0 55.0 55.0 20.0 55.0 55.0 20.0 30.0 20.0 30.0 Total Split (%) 16.0% 44.0% 44.0% 16.0% 44.0% 44.0% 16.0% 24.0% 16.0% 24.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost. Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None None None None Act Effct Green (s) 11.3 71.1 71.1 12.7 72.4 72.4 16.7 20.3 125.0 9.0 12.9 125.0 Actuated g/C Ratio 0.09 0.57 0.57 0.10 0.58 0.58 0.13 0.16 .00 0.07 0.10 1.00 vlc Ratio 0.35 0.23 0.19 0.42 0.42 0.11 0.77 0.45 0.05 0.17 0.43 0.12 Control Delay 56.1 15.2 2.8 42.0 20.6 8.6 64.3 51.7 0.1 55.7 58.7 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.1 15.2 2.8 42.0 20.6 8.6 64.3 51.7 0.1 55.7 58.7 0.2 LOS E B A D C A E D A E E A Approach Delay 17.9 22.2 52.1 23.0 Approach LOS B C D C Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.77 Intersection Signal Delay: 27.3 Intersection LOS: C Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: County Road 9.5 & Highway 66 1-01 2 rR, 0:3 Ir 04 20 s 30 s is 05 4- .._. . t 08 20s 30s Synchro 10 Report KMK Timings 2040 Background 8: Barefoot Lakes Access & Highway 66 AM Peak -Do "svoir 411\ Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 415 125 35 880 180 45 Future Volume (vph) 415 125 35 880 180 45 Turn Type NA Perm Perm NA Prot Perm Protected Phases 4 8 2 Permitted Phases 4 8 2 Detector Phase 4 4 8 8 2 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 100.0 100.0 100.0 100.0 25.0 25.0 Total Split (%) 80.0% 80.0% 80.0% 80.0% 20.0% 20.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost. Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C -Max C -Max Act Effct Green (s) 49.2 49.2 49.2 49.2 65.8 65.8 Actuated g/C Ratio 0.39 0.39 0.39 0.39 0.53 0.53 vlc Ratio 0.32 0.19 0.12 0.69 0.11 0.06 Control Delay 18.8 1.5 21.9 33.6 16.9 51 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.8 1.5 21.9 33.6 16.9 5.7 LOS B A C Q B A Approach Delay 14.8 33.2 14.6 Approach LOS B C B Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:NBL and 6:, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.69 Intersection Signal Delay: 24.8 Intersection LOS: C Intersection Capacity Utilization 37.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Barefoot Lakes Access & Highway 66 Synchro 10 Report KMK HCM 6th TWSC 10: Three -Quarter Site Access & Highway 66 2040 Background AM Peak Intersection Int Delay, slveh 0,8 Movement EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 405 45 35 885 0 40 0 30 Future Vol, ve hlh 10 405 45 35 885 0 0 0 40 0 0 30 Conflicting Peds, Or 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length 0 0 0 C 0 0 Veh in Median Storage, # - 0 0 0' Grade, 0/0 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, /0 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 440 49 38 962 0 0 0 43 0 0 33 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 962 0 0 489 0 0 - - 220 - 481 Stage 1 Stage 2 MPS Ile Critical Hdwy 4.14 - - 4.14 - - 6.94 - - 6.94 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.22 - 2.22 - 3.32 - 3.32 Pot Cap -1 Maneuver 711 - 1070 0 0 784 0 0 531 Stage 1 0 0 0 0 Stage 2 - - 0 0 0 0 Platoon blocked, % Mov Cap -1 Maneuver 711 - 1070 - 784 - 531 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB WB NB SB HCM Control Delay, s 02 0.3 9.9 12.2 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 1 Capacity (veh/h) 784 711 - 1070 - 531 HCM Lane WC Ratio 0.055 0.015 - 0.036 - 0.061 HCM Control Delay (s) 9.9 0.1 - 8.5 - 12.2 HCM Lane LOS A B A B HCM 95th %tile Q(veh) 0.2 0 - 0.1 Mal - 0.2 Synchro 10 Report KMK HCM 6th TWSC 3: County Road 9.5 & Mulligan Street 2040 Background PM Peak Intersection Int Delay, slveh 2.2 Movement EBL EBR. NBL NBT BT .BR Lane Configurations Traffic Vol, veh/h 50 65 10 370 365 15 Future Vol, vehlh 50 65 10 370 365 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free FAT Channelized - None - None - None Storage Length 0 0 Veh in Median Storage, # 0 0 0 Grade, 0/0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, /n 2 2 2 2 2 2 Mvmt Flow 54 71 11 402 397 16 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 829 405 413 0 0 Stage 1 405 Stage 2 424 Critical Hdwy 6.42 6.22 4.12 r Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap -1 Maneuver 340 646 1146 Stage 1 673 Stage 2 660 Platoon blocked, % ME Mov Cap -1 Maneuver 337 646 1146 Mov Cap -2 Maneuver 337 Stage 1 666 Stage 2 660 MIN Approach EB NB SB HCM Control Delay, s 15:7 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1146 - 462 HCM Lane WC Ratio 0.009 - 0.271 HCM Control Delay (s) 8.2 - 15 HCM Lane LOS A C HCM 95th %tile Q(veh) 0 1.1 Synchro 10 Report KMK Timings 2040 Background 5: County Road 9.5 & Highway 66 PM Peak k- t fi Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 19111 tt r 1511 tt r t t r Traffic Volume (vph) 180 800 350 100 650 75 325 160 150 150 160 150 Future Volume (vph) 480 800 350 100 650 75 325 160 150 150 160 150 Turn Type Prot NA Perm Prot NA Perm Prot NA Free Prot NA Free Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Free Free Detector Phase 5 2 2 1 6 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 24.0 24.0 10.0 23.0 10.0 23.0 Total Split (s) 28.0 60.0 60.0 15.0 47.0 47.0 20.0 30.0 20.0 30.0 Total Split (%) 22.4% 48.0% 48.0% 12.0% 37.6% 37.6% 16.0% 24.0% 16.0% 24.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost. Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None None None None Act Effct Green (s) 14.2 64.7 64.7 11.2 61.7 61.7 16.6 22.1 125.0 13.1 18.5 125.0 Actuated g/C Ratio 0.11 0.52 0.52 0.09 0.49 0.49 0.13 0.18 .00 0.10 0.15 1.00 vlc Ratio 0.49 0.46 0.37 0.34 0.39 0.09 0.75 0.51 0.10 0.44 0.61 0.10 Control Delay 55.8 21.2 3.1 41.4 21.8 6.0 63.3 52.0 0.1 56.0 58.8 0.1. Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.8 21.2 3.1 41.4 21.8 6.0 63.3 52.0 0.1 56.0 58.8 0.1 LOS E C A D C A E D A E E A Approach Delay 21.1 22.7 45.5 38.7 Approach LOS C C D D Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.75 Intersection Signal Delay: 28.8 Intersection LOS: C Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: County Road 9.5 & Highway 66 20 5 30 5Lei .. t 0F; Iii,; 20s 305 Synchro 10 Report KMK Timings 2040 Background 8: Barefoot Lakes Access & Highway 66 PM Peak -Do -svoir /* Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations itt r itt r Traffic Volume (vph) 910 190 50 625 200 40 Future Volume (vph) 910 190 50 625 200 40 Turn Type NA Perm Perm NA Prot Perm Protected Phases 4 8 2 Permitted Phases 4 8 2 Detector Phase 4 4 8 8 2 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 100.0 100.0 100.0 100.0 25.0 25.0 Total Split (%) 80.0% 80.0% 80.0% 80.0% 20.0% 20.0% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost. Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C -Max C -Max Act Effct Green (s) 52.3 52.3 52.3 52.3 62.7 62.7 Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.50 0.50 vlc Ratio 0.67 0.26 0.45 0.46 0.13 0.05 Control Delay 22.2 1.9 36.3 26.4 18.8 6.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.2 1.9 36.3 26.4 18.8 6.6 LOS C A D C B A Approach Delay 18.7 27.1 16.8 Approach LOS B C B Intersection Summary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:NBL and 6:, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.67 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Barefoot Lakes Access & Highway 66 Synchro 10 Report KMK HCM 6th TWSC 10: Three -Quarter Site Access & Highway 66 2040 Background PM Peak Intersection Int Delay, slveh 1 Movement EBL EBT EBR WBL VVBT WBR NBL NBT NBR SQL SBT SBR Lane Configurations Traffic Vol, veh/h 30 770 150 50 655 0 0 50 0 0 20 Future Vol, vehlh 30 770 150 50 655 0 0 0 50 0 0 20 Conflicting Peds, Or 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None MB - None - None Storage Length 0 0 0 0 0 0 Veh in Median Storage, # - 0 0 0 Grade, 0/0 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, /n 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 837 163 54 712 0 0 0 54 0 0 22 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 712 0 0 1000 0 0 - 419 - 356 Stage 1 Stage 2 Critical Hdwy 4.14 - 4.14 - - 6.94 - - 6.94 Critical Hdwy Stg 1 NIB Critical Hdwy Stg 2 Follow-up Hdwy 2.22 - 2.22 - 3.32 - 3.32 Pot Cap -1 Maneuver 884 - 688 0 0 583 0 0 640 Stage 1 0 0 0 0 Stage 2 0 0 i 0 0 r Platoon blocked, % Mov Cap -1 Maneuver 884 - 688 583 - 640 Mov Cap -2 Maneuver Stage I Stage 2 Approach EB WB NB SB HCM Control Delay, s 0.3 0.8 11.8 10.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR. SBLn 1 Capacity (veh/h) 583 884 r - 688 - 640 HCM Lane WC Ratio 0.093 0.037 - 0.079 - 0.034 HCM Control Delay (s) 11.8 9.2 MI - 10.7 - 10.8 HCM Lane LOS B A B B HCM 95th %tile Q(veh) 0.3 0.1 0.3 0.1 Synchro 10 Report KMK HCM 6th TWSC 1: County Road 9.5 & Mulligan Street/North Collector 2040 Total AM Peak Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR VVBL VVBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 111 1+ t r t r Traffic Vol, vehih 15 9 21 52 19 8 35 256 49 9 246 20 Future Vol, veh/h 15 9 21 52 19 18 35 256 49 9 246 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - - None - - None - None Storage Length 0 0 0 0 0 0 Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 - 0 0 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 9 22 55 20 19 37 269 52 9 259 21 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 666 672 259 646 641 269 280 0 0 321 0 0 Stage 1 277 277 - 343 343 Stage 2 389 395 - 303 298 Critical Hdwy 712 6.52 6.22 7.12 6.52 6.22 4.12. - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 Pot Cap -1 Maneuver 373 377 780 385 393 770 1283 - 1239 Stage 1 729 681 - 672 637 PEP Stage 2 635 605 - 706 667 Ind Y Platoon blocked, % Mov Cap -1 Maneuver 340 363 780 357 379 770 1283 - 1239 Mov Cap -2 Maneuver 340 363 357 379 Stage 1 708 676 - 653 619 Stage 2 582 587 - 671 662 iMp Approach EB NB SB HCM Control Delay, s 13.1 15.2 0.8 0.3 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1 EBLn2VVBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1283 - - 340 580 357 503 1239 - HCM Lane WC Ratio 0.029 - 0.046 0.054 0.153 0.077 0.008 HCM Control Delay (s) 7.9 - 16.1 11.6 16.9 12.8 7.9 0 HCM Lane LOS A CBCB A HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 0.5 0.3 0 Synchro 10 Report KMK HCM 6th TWSC 4: County► Road 9.5 & South Collector 2040 Total AM Peak Intersection Int Delay, slveh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations t t Traffic Vol, vehih 104 13 347 147 14 325 Future Vol, vehih 104 13 347 147 14 325 Conflicting Peds, #r✓hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 0 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 109 14 365 155 15 342 Major/Minor Minorl Majorl Major2 Conflicting Flow All 737 365 0 0 520 0 Stage 1 365 Stage 2 372 Critical Hdwy 6.42 6.22 - 4.12 W Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 IMP Pot Cap -1 Maneuver 386 680 - 1046 Stage 1 702 Stage 2 697 Platoon blocked, % Mov Cap -1 Maneuver 381 680 - 1046 Mov Cap -2 Maneuver 381 - Stage 1 692 Stage 2 697 Approach WB NB SB HCM Control Delay, s 17:3 0 OA HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - 381 680 1046 - HCM Lane WC Ratio 1.1 - 0.287 0.02 0.014 HCM Control Delay (s) - 18.2 10.4 8.5 - HCM Lane LOS C B A HCM 95th %tile Q(veh) - 1.2 0.1 0 Synchro 10 Report KMK Timings 6: County Road 9.5 & Highway 66 2040 Total AM Peak k- 11/4% t dfr \II 717 dr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt er tt r ?g m t � Traffic Volume (vph) 217 455 175 189 965 125 325 177 90 75 104 275 Future Volume (vph) 217 455 175 189 965 125 325 177 90 75 104 275 Turn Type Prot NA Perm Prot NA Perm Prot NA Free Prot NA Free Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Free Free Detector Phase 5 2 2 1 6 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 24.0 24.0 10.0 23.0 10.0 23.0 Total Split (s) 20.0 55.0 55.0 20.0 55.0 55.0 20.0 30.0 20.0 30.0 Total Split W%) 16.0% 44.0% 44.0% 16.0% 44.0% 44.0% 16.0% 24.0% 16.0% 24.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None None None None Act Effct Green (s) 15.6 64.8 64.8 14.5 63.8 63.8 16.6 23.6 125.0 10.3 15.0 125.0 Actuated g/C Ratio 0.12 0.52 0.52 0.12 0.51 0.51 0.13 0.19 1.00 0.08 0.12 1.00 v/c Ratio 0.53 0.26 0.20 0.50 0.56 0.15 0.75 0.53 0.06 0.28 0.49 0.18 Control Delay 55.6 18.4 3.3 52.7 18.8 2.4 63.3 52.2 0.1 55.9 57.9 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.6 18.4 3.3 52.7 18.8 2.4 63.3 52.2 0.1 55.9 57.9 0.3 LOS E B A D B A ED A EE A Approach Delay 24.8 22.2 50.3 22.7 Approach LOS C C D C IntersectionSummary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vtc Ratio: 0.75 Intersection Signal Delay: 28.2 Intersection LOS: C Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 6: County Road 9.5 & Highway 66 1-01 -11'02 el?, ; 04 is 5 4- 06 1k 0? t 00 imfil z-, Synchro 10 Report KMK HCM 6th TWSC 7: Highway 66 & RIRO Site Access 2040 Total AM Peak Intersection Int Delay, slveh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 0 48 Traffic Vol, vehih 0 610 1231 32 Future Vol, vehih 0 610 1231 32 0 48 Conflicting Peds, #r✓hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 642 1296 34 0 51 Major/Minor Majorl Major2 Minor2 Conflicting Flow All - 0 0 - 648 Stage 1 en Stage 2 Critical Hdwy - - 6.94 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy an - 3.32 Pot Cap -1 Maneuver 0 0 413 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap -1 Maneuver - 413 Mov Cap -2 Maneuver - - Stage 1 Stage 2 Approach EB WB SB HCM Control Delay, s 0 0 14.9 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - 413 HCM Lane WC Ratio - 0.122 HCM Control Delay (s) - 14.9 HCM Lane LOS B HCM 95th %tile Q(veh) OM - 0.4 Synchro 10 Report KMK Timings 8: Barefoot Lakes Access/Full Movement Access & Highway 66 2040 Total AM Peak s %IV c ak. 41\ t dfr mei Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt t r r r Traffic Volume (vph) 38 447 125 35 981 12 180 5 45 81 5 102 Future Volume (vph) 38 447 125 35 981 12 180 5 45 81 5 102 Turn Type prn+pt NA Perm pm+pt NA Perm Prot NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 2 6 6 4 8 8 Detector Phase 5 2 2 1 6 6 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 29.0 29.0 11.0 24.0 24.0 10.0 10.0 10.0 10.0 23.0 23.0 Total Split (s) 12.0 61.0 61.0 12.0 61.0 61.0 27.0 37.0 37.0 15.0 25.0 25.0 Total Split WO 9.6% 48.8% 48.8% 9.6% 48.8% 48.8% 21.6% 29.6% 29.6% 12.0% 20.0% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None Min Min None Min Min Act Effct Green (s) 87.3 83.2 83.2 86.0 80.8 80.8 12.2 9.0 9.0 15.1 6.0 6.0 Actuated g/C Ratio 0.70 0.67 0.67 0.69 0.65 0.65 0.10 0.07 0.07 0.12 0.05 0.05 v/c Ratio 0.11 0.20 0.12 0.06 0.45 0.01 0.56 0.04 0.21 0.43 0.06 0.46 Control Delay 5.7 8.5 1.0 5.7 12.8 0.0 60.2 53.0 2.1 50.1 57.8 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.7 8.5 1.0 5.7 12.8 0.0 60.2 53.0 2.1 50.1 57.8 7.6 LOS A A A A B A ED A D E A Approach Delay 6.8 12.4 48.7 27.2 Approach LOS A B D C IntersectionSummary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vtc Ratio: 0.56 Intersection Signal Delay: 16.1 Intersection LOS: B Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Barefoot Lakes Access/Full Movement Access & Highway 66 R; NINE03 0 Synchro 10 Report KMK HCM 6th TWSC 9: Three -Quarter Site Access & Highway 66 2040 Total AM Peak Intersection Int Delay, slveh 1.5 Movement EBL EBT EBR VVBL WBT VVBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt r Traffic Vol, vehih 35 493 45 35 917 11 0 0 40 0 0 111 Future Vol, vehih 35 493 45 35 917 11 0 0 40 0 0 111 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None None - None Storage Length 0 0 0 0 0 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 - 0 - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 37 519 47 37 965 12 0 0 42 0 0 117 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 977 0 0 566 0 0 - - 260 - - 483 Stage 1 en Stage 2 Critical Hdwy 4.14 r - 4.14 ail - - 6.94 624 Critical Hdwy Stg 1 Critical Hdwy Stg 2 MEI MIS Follow-up Hdwy 2.22 - 2.22 INN - 3.32 - 3.32 Pot Cap -1 Maneuver 702 - 1002 0 0 739 0 0 530 Stage 1 lak 0 0 0 0 Stage 2 r .r 0 0 0 0 Platoon blocked, % Mov Cap -1 Maneuver 702 - 1002 - 739 - 530 Mov Cap -2 Maneuver - - Stage 1 Stage 2 Approach EB WB NB SB HCM Control Delay, s 0.6 03 10.2 13.7 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL VVBT WBR SBLnI Capacity (veh/h) 739 702 - 1002 - 530 HCM Lane WC Ratio 0.057 0.052 - 0.037 - 0.22 HCM Control Delay (s) 10.2 10.4 - 8.7 - 13/ HCM Lane LOS B B A B HCM 95th %tile Q(veh) 0.2 0.2 - 0.1 - 0.8 Synchro 10 Report KMK HCM 6th TWSC 1: County Road 9.5 & Mulligan Street/North Collector 2040 Total PM Peak Intersection Int Delay, s/veh 94 Movement EBL EBT EBR VVBL VVBT VVBR NBL NBT NBR. SBL SBT SBR Lane Configurations 1 its, r r � t r Traffic Vol, vehih 50 28 82 116 21 30 27 378 155 26 384 15 Future Vol, veh/h 50 28 82 116 21 30 27 378 155 26 384 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length 0 0 0 0 0 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 - 0 0 - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 29 86 122 22 32 28 398 163 27 404 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1021 1075 404 978 928 398 420 0 0 561 0 0 Stage 1 458 458 - 454 454 Stage 2 563 617 - 524 474 IMO Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 Pot Cap -1 Maneuver 215 220 647 230 268 652 1139 - 1010 Stage 1 583 567 - 586 569 P EP INN Stage 2 511 481 - 537 558 hb Ind Yd Platoon blocked, % Mov Cap -1 Maneuver 184 209 647 171 254 652 1139 - 1010 Mov Cap -2 Maneuver 184 209 - 171 254 - Stage 1 568 552 - 571 555 Stage 2 455 469 - 429 543 mim Approach EB NB SB HCM Control Delay, s 21.5 50.6 0.4 0.5 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1 EBLn2VVBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1139 - - 184 422 171 396 1010 - lib HCM Lane WC Ratio 0.025 - 0.286 0.274 0.714 0.136 0.027 HCM Control Delay (s) 8.2 iL - 32.2 16.7 66.1 15.5 8.7 ri. HCM Lane LOS A DC F C A HCM 95th %tile Q(veh) 0.1 1.1 1.1 4.4 0.5 041 Synchro 10 Report KMK HCM 6th TWSC 4: County Road 9.5 & South Collector 2040 Total PM Peak Intersection Int Delay, slveh 170.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations t r Traffic Vol, vehih 449 39 540 470 42 560 Future Vol, vehih 449 39 540 470 42 560 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 Veh in Median Storage, # 0 Grade, % 0 0 0 0 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 473 41 568 495 44 589 Major/Minor Minorl Majorl Major2 Conflicting Flow All 1245 568 0 0 1063 0 Stage 1 568 Stage 2 677 Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 INN Pot Cap -1 Maneuver 192 522 - 655 Stage 1 567 Stage 2 505 Platoon blocked, % Mov Cap -1 Maneuver '- 179 522 - 655 Mov Cap -2 Maneuver 179 Stage 1 529 MEI Stage 2 505 Approach WB NB SB HCM Control Delay, s$ 731.9 0 0.8 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - 179 522 655 HCM Lane WC Ratio - 2.64 0.079 0.067 HCM Control Delay (s) • 794.4 12.5 10.9 - HCM Lane LOS F B B HCM 95th %tile Q(veh) - 41 0.3 0.2 Notes Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 10 Report KMK Timings 6: County Road 9.5 & Highway 66 2040 Total PM Peak k- 11/4% t dfr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations vi rr er vi rr r vi r er +si r r Traffic Volume (vph) 541 890 350 167 720 174 325 310 202 272 283 464 Future Volume (vph) 541 890 350 167 720 174 325 310 202 272 283 464 Turn Type Prot NA Perm Prot NA Perm Prot NA Free Prot NA Free Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Free Free Detector Phase 5 2 2 1 6 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 24.0 24.0 10.0 23.0 10.0 23.0 Total Split (s) 28.0 60.0 60.0 15.0 47.0 47.0 20.0 30.0 20.0 30.0 Total Split W%) 22.4% 48.0% 48.0% 12.0% 37.6% 37.6% 16.0% 24.0% 16.0% 24.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None None None None Act Effct Green (s) 24.1 58.0 58.0 11.2 45.1 45.1 16.6 25.8 125.0 16.1 25.2 125.0 Actuated g/C Ratio 0.19 0.46 0.46 0.09 0.36 0.36 0.13 0.21 1.00 0.13 0.20 1.00 v/c Ratio 0.86 0.57 0.40 0.57 0.59 0.27 0.75 0.85 0.13 0.65 0.79 0.31 Control Delay 62.9 26.6 3.4 58.1 31.0 5.3 63.3 68.3 0.2 59.0 63.2 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.9 26.6 3.4 58.1 31.0 5.3 63.3 68.3 0.2 59.0 63.2 0.5 LOS EC A EC A EE A EE A Approach Delay 33.1 31.0 49.9 33.5 Approach LOS C C D C IntersectionSummary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vtc Ratio: 0.86 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 6: County Road 9.5 & Highway 66 Synchro 10 Report KMK HCM 6th TWSC 7: Highway 66 & RIRO Site Access 2040 Total PM Peak Intersection Int Delay, slveh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations TT tt r r Traffic Vol, vehih 0 1364 893 105 0 168 Future Vol, vehih 0 1364 893 105 0 168 Conflicting Peds, #r✓hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1436 940 111 0 177 Major/Minor Majorl Major2 Minor2 Conflicting Flow All IS 0 0 - 470 Stage 1 en Stage 2 Critical Hdwy - - - - 6.94 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - - - 3.32 Pot Cap -1 Maneuver 0 0 540 Stage 1 0 0 Stage 2 0 - - - 0 Platoon blocked, % aid Mov Cap -1 Maneuver - - 540 Mov Cap -2 Maneuver - Stage 1 Stage 2 Approach EB WB SB HCM Control Delay, s 0 0 14.9 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 540 HCM Lane WC Ratio - - - 0.327 HCM Control Delay (s) - - - 14.9 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 1.4 Synchro 10 Report KMK Timings 8: Barefoot Lakes Access/Full Movement Access & Highway 66 2040 Total PM Peak s -Ds -1/25‘, k- t iffr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt er tt r ti r r r r Traffic Volume (vph) 127 1047 190 50 732 46 200 5 40 54 5 66 Future Volume (vph) 127 1047 190 50 732 46 200 5 40 54 5 66 Turn Type pm+pt NA Perm pm+pt NA Perm Prot NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 2 6 6 4 8 8 Detector Phase 5 2 2 1 6 6 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 29.0 29.0 11.0 24.0 24.0 10.0 10.0 10.0 10.0 23.0 23.0 Total Split (s) 12.0 61.0 61.0 12.0 61.0 61.0 27.0 37.0 37.0 15.0 25.0 25.0 Total Split WO 9.6% 48.8% 48.8% 9.6% 48.8% 48.8% 21.6% 29.6% 29.6% 12.0% 20.0% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C -Max C -Max None C -Max C -Max None Min Min None Min Min Act Effct Green (s) 86.9 79.7 79.7 82.2 75.6 75.6 13.0 12.7 12.7 14.4 6.0 6.0 Actuated g/C Ratio 0.70 0.64 0.64 0.66 0.60 0.60 0.10 0.10 0.10 0.12 0.05 0.05 v/c Ratio 0.28 0.49 0.19 0.16 0.36 0.05 0.59 0.03 0.16 0.31 0.06 0.30 Control Delay 6.9 13.0 3.0 7.1 13.7 0.1 60.1 51.6 1.2 45.9 57.8 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 13.0 3.0 7.1 13.7 0.1 60.1 51.6 1.2 45.9 57.8 3.2 LOS A B A A B A ED A D E A Approach Delay 11.1 12.5 50.3 23.9 Approach LOS B B D C IntersectionSummary Cycle Length: 125 Actuated Cycle Length: 125 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum vtc Ratio: 0.59 Intersection Signal Delay: 15.9 Intersection LOS: B Intersection Capacity Utilization 59.6% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 8: Barefoot Lakes Access/Full Movement Access & Highway 66 R; NINE03 0 Synchro 10 Report KMK HCM 6th TWSC 9: Three -Quarter Site Access & Highway 66 2040 Total PM Peak Intersection Int Delay, slveh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR. SBL SBT SBR Lane Configurations tt r 's rT r Traffic Vol, vehih 117 874 150 50 754 37 0 0 50 0 0 74 Future Vol, vehlh 117 874 150 50 754 37 0 0 50 0 0 74 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None None OI - None Storage Length 0 0 0 0 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 - 0 0 - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 123 920 158 53 794 39 0 0 53 0 0 78 Major/Minor Majorl Major2 Minor1 Minor2 Conflicting Flow All 833 0 0 1078 0 0 - - 460 - - 397 Stage 1 Stage 2 Critical Hdwy 4.14 4.14 - - 6.94 624 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.22 - 2.22 - 3.32 - 3.32 Pot Cap -1 Maneuver 796 - 643 0 0 548 0 0 602 Stage 1 0 0 0 0 Stage 2 0 0 0 0 - Platoon blocked, % Mov Cap -1 Maneuver 796 - 643 - 548 - 602 Mov Cap -2 Maneuver - Stage 1 Stage 2 Approach EB WB NB SB HCM Control Delay, s 11 0.7 12.3 11.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 1 Capacity (veh/h) 548 796 - 643 - 602 HCM Lane WC Ratio 0.096 0.155 - 0.082 - 0.129 HCM Control Delay (s) 12.3 10.3 Ail - 11.9 HCM Lane LOS B B B B HCM 95th %tile Q(veh) 0.3 0.5 - 0.3 - 0.4 Synchro 10 Report KMK Hello