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Home My WebLink About20062225.tiff LAT ♦ 6t�_ REVIEW FINAL E !"� ADMINISTRATIVE REVIEW COLORADO CASE No.: PF-1077 PLANNER: Kim Ogle APPLICANT: Harvey& Olga Markham ADDRESS: 650 Hwy 56 Berthoud CO 80513 REQUEST: Markham View Estates PUD Final Plan for six (6) residential lots with E (Estate) uses LEGAL: Lot B of RE-3667; Pt N2NE4 of Section 19, T4N, R68W of the 6th P.M., Weld County, Colorado LOCATION: South of and adjacent to State Hwy 56; approximately 1/4 mile west of CR 3 ACRES: 16.4+/- PARCEL#: 1061 19 100082 THE DEPARTMENT OF PLANNING SERVICES' STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1. The submitted materials are in compliance with the application requirements of Section 27-7-30 of the Weld County Code. 2. The request is in conformance with Section 27-7-40.C of the Weld County Code, as follows: A. Section 27-7-40.C.1--That the proposal is consistent with Chapters 19, 22,23,24 and 26 of the Weld County Code . The approved Conditions of Approval will ensure that the twenty standards which are outlined in this section are met. The proposed site is not influenced by an Inter-Governmental Agreement. B. Section 27-7-40.C.2--That the uses which would be allowed in the proposed PUD will conform with the performance standards of the PUD Zone District contained in Article II, Chapter 27 of the Weld County Code.The applicant has met the twenty performance standards as delineated in Section 27-2-10 regarding access, buffering and screening, bulk requirements, circulation, etcetera. The applicants have submitted an Improvement Agreement According Policy Regarding Collateral for Improvements for both Private and Public Road Maintenance. The Improvement Agreements is required to be approved and accepted by the Board of County Commissioners prior to recording the final plat. C. Section 27-7-40.C.3 --That the uses which would be permitted will be compatible with the existing or future development of the surrounding area as permitted by the existing zoning, and with the future development as projected by Chapter 22 of the Weld County Code or master plans of affected municipalities. The proposed site does not lie within an Urban Growth Area, nor is the applicant proposing an Urban Scale Development. Weld County's Right To Farm has been attached to the Final Plat thus informing any new residents that the area of the 2006-2225 PF-1077, Markham View Estates PUD, page 1 /24 /7 7‘ surrounding community is agricultural in nature. This proposal is located within the referral boundary of the Towns of Berthoud, Johnstown, Mead and Larimer County. The Towns of Berthoud, Johnstown, and Mead, in their referrals for the Change of Zone application dated December 5, 2004, November 22, 2004, and December 5, 2004, respectively, indicated no conflicts with their interests. The Town of Berthoud in their referral dated August 31,2005 and Larimer County Planning in their referral dated August 25,2005 indicated no conflicts with their interests. D. Section 27-7-40.C.4 --That adequate water and sewer service will be made available to the site to serve the uses permitted within the proposed PUD in compliance with the performance standards in Article II, Chapter 27 of the Weld County Code. The proposed PUD will be serviced by the Little Thompson Water District for potable and fire protection requirements. Individual Sewage Disposal Systems (I.S.D.S.),septic systems will handle the effluent flow. Primary and secondary septic envelopes approved in the Department of Public Health and Environment comments of March 11,2005 shall be delineated on the Final Plat map drawings. E. Section 27-7-40.C.5 -- That street or highway facilities providing access to the property are adequate in functional classification, width, and structural capacity to meet the traffic requirements of the uses of the proposed PUD Zone District. The Weld County Public Works Department reviewed this request and indicated no conflict with the proposed plan. The Department of Public Works in their referral dated August 26, 2005, stated that coordination should occur between the Colorado Department of Transportation and the applicant,specific to an access permit. The Colorado Department of Transportation in their referral dated August 29,2005 stated the projected right-of-way is one hundred (100)feet either side of the highway centerline. CDOT has issued a permit for this proposal. The permit authorized volumes for seven (7) single family dwellings. Further, existing access(es) to Lot A of RE- 3667 are to be removed. Development Standards and Conditions of Approval ensure compliance with Chapter 24, Article VII, and Sections 24-9-10 and 24-9-20 of this Code. The Weld County Public Works Department and Department of Planning Services shall require an Improvements Agreement in accordance with Section 27-6-120.6.f of the Weld County Code for improvements to Markham View Estates PUD and all on-site improvements. According Policy Regarding Collateral for Improvements (Private Road Maintenance), a finalized Improvements Agreement will be required prior to recording the plat. F. Section 27-7-40.C.6 — In the event the street or highway facilities are not adequate, the applicant shall supply information which demonstrates the willingness and financial capacity to upgrade the street or highway facilities in conformance with the Transportation Sections of Chapters 22, 24 and 26, if applicable. The Weld County Public Works Department has reviewed the proposal and has determined the internal streets meet the requirements of Chapter 24 of the Weld County Code. G. Section 27-7-40.C.7 -- That there has been compliance with the applicable requirements contained in Chapter 23 of the Weld County Code regarding overlay districts, commercial mineral deposits, and soil conditions on the subject site. The Department of Public Works has reviewed the drainage report submitted by Messner Engineering dated July2005,and has determined the findings are acceptable. In the referral response dated August 31, 2005, the Weld County Building Inspection Department is requiring engineered foundations based on a site-specific geo-technical report or an open hole inspection performed by a Colorado registered engineer for each structure PF-1077,Markham View Estates PUD,page 2 H. Section 27-7-40.C.8--/f compatibility exists between the proposed uses and criteria listed in the development guide, and the final plan exactly conforms to the development guide. The Department of Planning Services has determined that the Final Plan does not accurately reflect the intent of the Development Guide, as a Final Plat map was not submitted by the applicant. The applicant shall submit a Final Plat map for review by the Department of Planning Services for compliance with the comments stated herein and also those of the Utility Board hearing held on September 8, 2005. The Department of Planning Services' Staff recommendation for approval is conditional upon the following: 1. Prior to recording the PUD Final Plat: A. The Board of County Commissioners shall review and approve the signed and dated Improvements Agreement According to Policy Regarding Collateral for Improvements(Private Road Maintenance)including the form of collateral. The security for the Agreement shall be tendered and accepted by the Board of County Commissioners.(Department of Public Works) B. The applicant shall submit all elements and/or delineate on the Final Plat map all requested information as requested and required in the Department of Public Works Memorandum, dated August 26, 2005. (Department of Public Works) C. The applicant shall dedicated the future right-of-way for State Highway 56 to the Colorado Department of Transportation. (Department of Public Works, CDOT) D. The applicant shall provide evidence that the conditions of approval with the Weld R2-J School District have been met. (Department of Planning Services) E. The Restrictive Covenants for Markham View Estates PUD shall be approved by the Weld County Attorney's Office and be ready for recording in the Office of the Clerk and Recorder. Finalized covenants and the appropriate recording fee(currently$6 for the first page and $5 for each additional page) shall be submitted to the Weld County Department of Planning Services for recording. (Department of Planning Services) F. The applicant shall submit to the Department of Planning Services Certificates from the Secretary of State showing the Markham View Estates PUD Home Owners Association has been formed and registered with the State. (Department of Planning Services) G. The applicant shall provide a copy of an agreement with the owner of any ditch located on or adjacent to the site,or shall provide written evidence that an adequate attempt has been made to mitigate the concerns of the ditch owners. (Department of Planning Services) H. The applicant shall provide a copy of the Vegetation Weed Management Plan as approved by the Weed Control Specialist with the Department of Public Works. The approved plan as requested with approval of the change of zone application was not included in the Final Plan application. The Final Plat map shall be amended to delineate: 1. All sheets of the Final Plat map(s)shall be labeled Markham View Estates PUD, Final Plan, PF-1077. (Department of Planning Services) PF-1077,Markham View Estates PUD,page 3 2. The applicant shall adhere to the plat requirements in preparation of the Final Plat. The vicinity map shall be delineated at a scale of 1"=2000'and the Site Plan shall be delineated at a scale of 1"=100' or 1"=200'. (Department of Planning Services) 3. The Final Plat map shall be prepared in conformance with Chapter 24, Section ZZZ of the Weld County Code. (Department of Planning Services) 4. Easements shall be shown in accordance with County standards and/or Utility Board recommendations of hearing dated September 8,2005,and dimensioned on the Final Plat. (Department of Planning Services) 5. The most recent version of Weld County's Right to Farm as listed in Section 22, Appendix 22-E of the Weld County Code. (Department of Planning Services) 6. State Highway 56 requires 100 feet of right-of-way south of the centerline. The applicant shall reserve 100 feet south of the centerline for right-of-way on the plat. (CDOT) 7. All signs within the PUD shall comply with the approved sign standards. All signs including entrance signs shall require building permits. Signs shall adhere to Section 23-4-80 of the Weld County Code. These requirements shall apply to all temporary and permanent signs. (Department of Planning Services) 8. The sight distance triangles shall be delineated in the Final Plat map drawings and shall comply with the most recent edition of the AASHTO regulations. (Department of Public Works) 9. The applicant shall show the location of all ditch laterals on the Final Plat map. (Department of Planning Services) 10. A utility service statement block as indicated by Section 27-9-40.B of the Weld County Code with all appropriate signatures. (Department of Planning Services) 11. The bus pick up and drop-off location and the location of the mail box pedestal. (Department of Planning Services) J. The applicant shall attempt to address the requirements of the Colorado Division of Wildlife, as stated in its referral received September 20,.2005. Incorporation of comments specific to native predators and hunting on adjacent property in unincorporated Weld County shall be included in the Homeowners Association documents. Written evidence of such shall be provided to the Department of Planning Services. (Department of Planning Services) K. The applicant shall attempt to address the requirements of the Sheriff's office as outlined in their referral dated August 18, 2005. Written evidence shall be provided to the Department of Planning Services stipulating that the concerns of the Weld County Sheriff's office have been incorporated into the Final plat map for the Markham View Estates PUD. (Department of Planning Services) L. Written evidence shall be provided to the Department of Planning Services stipulating that the concerns and outstanding issues of the Weld County Department of Public Works have been addressed to their satisfaction. (Department of Planning Services) PF-1077,Markham View Estates PUD,page 4 M. No development activity shall commence, nor shall any building permits be issued on the property until the final plan has been approved and recorded. (Department of Planning Services) N. The applicant shall submit an digital file of all drawings associated with the Final Plan application. Acceptable CAD formats are.dwg, .dxf,and .dgn(Microstation); acceptable GIS formats are ArcView shapefiles, Arclnfo Coverages and Arclnfo Export files format type is .e00. The preferred format for Images is .tif (Group 4). (Group 6 is not acceptable). (Department of Planning Services) 2. The Final Plat is conditional upon the following and that each be placed on the Final Plat as notes prior to recording: A. The Planned Unit Development for Markham View Estates PUD shall consist of six (6) residential lots with E (Estate) uses (Department of Planning Services) B. Installation of utilities shall comply with Section 24-9-10 of the Weld County Code. (Department of Planning Services) C. Water service shall be provided by the Little Thompson Water District(Department of Public Health and Environment) D. This subdivision is in rural Weld County and is not served by a municipal sanitary sewer system. Sewage disposal shall be by septic systems designed in accordance with the regulations of the Colorado Department of Public Health and Environment, Water Quality Control Division and the Weld County Code in effect at time of construction, repair, replacement, or, modification of the system. (Department of Public Health and Environment) E. Primary and secondary septic envelopes shall be placed on each lot. (Department of Public Health and Environment) F. Language for the preservation and/or protection of the absorption field envelopes shall be placed in the development Covenants. The Covenants shall state that activities such as permanent landscaping,structures,dirt mounds or other items are expressly prohibited in the absorption field site. (Department of Public Health and Environment) G. If required, the applicant shall obtain a storm water discharge permit from the Water Quality Control Division of the Colorado Department of Public Health and the Environment. Silt fences shall be maintained on the down gradient portion of the site during all parts of the construction phase of the project. (Department of Public Health and Environment) H. During development of the site, all land disturbances shall be conducted so that nuisance conditions are not created. If dust emissions create nuisance conditions,at the request of the Weld County Health Department,a fugitive dust control plan must be submitted.(Department of Public Health and Environment) In accordance with the Regulations of the Colorado Air Quality Control Commission any development that disturbs more than 5 acres of land must incorporate all available and practical methods that are technologically feasible and economically reasonable in order to minimize dust emissions. (Department of Public Health and Environment) J. If land development creates more than a 25-acre contiguous disturbance, or exceeds 6 months in duration,the responsible party shall prepare a fugitive dust control plan, submit an PF-1077, Markham View Estates PUD,page 5 air pollution emissions notice,and apply for a permit from the Colorado Department of Public Health and Environment. (Department of Public Health and Environment) K. Outdoor storage shall be screened from public rights of way, and adjacent properties. (Department of Planning Services) L. The site shall maintain compliance with the Berthoud Fire Protection District at all times. (Department of Planning Services) M. Building permits shall be obtained prior to the construction of any building or structure.Building permits are also required for signs and structures such as bus shelters, entry ways or gates.. (Department of Building Inspection) N. A plan review is required for each building for which a building permit is required. Plans shall bear the wet stamp of a Colorado registered architect or engineer. Two complete sets of plans are required when applying for each permit. (Department of Building Inspection) O. Buildings shall conform to the requirements of the codes adopted by Weld County at the time of permit application. Current adopted codes include the 2003 International Building Code, 2003 International Residential Code,2003 International Mechanical Code,2003 International Plumbing Code, 2002 National Electrical Code and Chapter 29 of the Weld County Code. (Department of Building Inspection) P. Each residential building will require an engineered foundation based on a site-specific geotechnical report or an open hole inspection performed by a Colorado registered engineer. Engineered foundations shall be designed by a Colorado registered engineer. (Department of Building Inspection) Q. Fire resistance of walls and openings, construction requirements, maximum building height and allowable areas will be reviewed at the plan review. Setback and offset distances shall be determined by the Weld County Code. (Department of Building Inspection) R. Building height shall be measured in accordance with the applicable Building Code for the purpose of determining the maximum building size and height for various uses and types of construction and to determine compliance with the Bulk Requirements from Chapter 23 of the Weld County Code. Building height shall be measured in accordance with Chapter 23 of the Weld County Code in order to determine compliance with offset and setback requirements. Off-set and setback requirements are measured to the farthest projection from the building. (Department of Building Inspection) S. The property owner shall be responsible for complying with the Performance Standards of Chapter 27, Article II and Article VIII, of the Weld County Code. (Department of Planning Services) T. The property owner shall be responsible for complying with Chapter 27, Article VIII, of the Weld County Code. (Department of Planning Services) U. Personnel from Weld County Government shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated herein and all applicable Weld County regulations. (Department of Planning Services) V. The site shall maintain compliance at all times with the requirements of the Weld County Government and adopted Weld County Code and Policies.(Department of Planning Services) PF-1077, Markham View Estates PUD, page 6 W. The Homeowners Association is responsible for liability insurance,taxes and maintenance of open space, streets, private utilities and other facilities. (Department of Planning Services) X. No development activity shall commence on the property, nor shall any building permits be issued on the property until the final plan has been approved and recorded. (Department of Planning Services) Y. Effective January 1, 2003, Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County Road Impact Program. (Ordinance 2002-11) (Department of Planning Services) Z. Effective August 1,2005, Building permits issued on the subject site will be required to adhere to the fee structure of the Capital Expansion Impact Fee and the Stormwater/Drainage Impact Fee. (Ordinance 2005-8 Section 5-8-40) (Department of Planning Services) AA. The surface agreement for mineral rights on the site limits the drilling of oil and gas wells to a specific location and the applicant has agreed that no waivers will be signed that allow drilling of wells in any other location. (Department of Planning Services) AB. Section 27-8-60 of the Weld County Code - Failure to Record a Planned Unit Development Final Plan - If a Final Plan plat has not been recorded within one (1)year of the date of the approval of the PUD Final Plan, or within a date specified by the Board of County Commissioners, the Board may require the landowner to appear before it and present evidence substantiating that the PUD Final Plan has not been abandoned and that the applicant possesses the willingness and ability to record the PUD Final Plan plat. The Board may extend the date for recording the plat. If the Board determines that conditions supporting the original approval of the PUD Final Plan cannot be met, the Board may, after a public hearing, revoke the PUD Final Plan; AC. Section 27-8-70 of the Weld County Code - Failure to Commence a Planned Unit Development Final Plan - If no construction has begun or no USE established in the PUD within one (1) year of the date of the approval of the PUD Final Plan, the Board of County Commissioners may require the landowner to appear before the it and present evidence substantiating that the PUD Final Plan has not been abandoned and that the applicant possesses the willingness and ability to continue the PUD. The Board may extend the date for initiation of the PUD construction and shall annually require the applicant to demonstrate that the PUD has not been abandoned. If the Board determines that conditions supporting the original approval of the PUD Final Plan have changed or that the landowner cannot implement the PUD Final Plan, the Board may, after a public hearing, revoke the PUD Final Plan and order the recorded PUD Plan vacated. AD. Section 27-8-80.A of the Weld County Code - Failure to Comply with the PUD Final Plan - The Board of County Commissioners may serve written notice upon such organization or upon the owners or residents of the PUD setting forth that the organization has failed to comply with the PUD Final Plan. Said notice shall include a demand that such deficiencies of maintenance be cured within thirty(30)days thereof. A hearing shall be held by the Board within fifteen(15) days of the issuance of such notice, setting forth the item,date and place of the hearing. The Board may modify the terms of the original notice as to deficiencies and may give an extension of time within which they shall be rectified. AE. Section 27-8-80.B of the Weld County Code-Any PUD Zone District approved in a Final Plan shall be considered as being in compliance with Chapter 24 of the Weld County Code and Section 30-28-101, et seq., CRS. PF-1077, Markham View Estates PUD, page 7 3. Upon completion of 1 and 2 above, the applicant shall submit two (2) paper copies of the plat for preliminary approval to the Weld County Department of Planning Services.Upon approval of the paper copies the applicant shall submit a Mylar plat along with all other documentation required as conditions of approval.The Mylar plat shall be recorded in the office of the Weld County Clerk and Recorder by Department of Planning Services' Staff. The plat shall be prepared in accordance with the requirements of Section 27-9-20 of the Weld County Code. The Mylar plat and additional requirements shall be submitted within thirty(30)days from the date the Administrative Review was signed. The applicant shall be responsible for paying the recording fee. 4. Prior to the release of any building permits: A. The applicant shall supply designated street signs and stop signs,as required by Weld County Public Works, at the appropriate locations. (Department of Public Works) B. Complete drawings shall be submitted for review by the Berthoud Fire Protection District. (Department of Building Inspection) C. Effective January 1, 2003, Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County Road Impact Program. (Ordinance 2002-11) (Department of Planning Services) D. Effective August 1,2005,Building permits issued on the subject site will be required to adhere to the fee structure of the Capital Expansion Impact Fee and the Stormwater/Drainage Impact Fee. (Ordinance 2005-8 Section 5-8-40) (Department of Planning Services) 5. In accordance with Weld County Code Ordinance 2005-7 approved June 1,2005,should the plat not be recorded within the required thirty(30) days from the date the Administrative Review was signed a $50.00 recording continuance charge shall be added for each additional 3 month period. 6. The applicant shall submit a digital file of all drawings associated with the Final Plan application. Acceptable CAD formats are .dwg, .dxf, and .dgn (Microstation); acceptable GIS formats are .shp (Shape Files), Arclnfo Coverages and Arclnfo Export files format type is .e00. The preferred format for Images is .tif(Group 4) ... (Group 6 is not acceptable). (Department of Planning Services) 7. Section 27-8-60 of the Weld County Code-Failure to Record a Planned Unit Development Final Plan - If a Final Plan plat has not been recorded within one(1)year of the date of the approval of the PUD Final Plan, or within a date specified by the Board of County Commissioners, the Board may require the landowner to appear before it and present evidence substantiating that the PUD Final Plan has not been abandoned and that the applicant possesses the willingness and ability to record the PUD Final Plan plat. The Board may extend the date for recording the plat. If the Board determines that conditions supporting the original approval of the PUD Final Plan cannot be met,the Board may,after a public hearing, revoke the PUD Final Plan. Date: October 1, 2005 Kim Ogle, Planner Harvey&Olga Markham 650 Hwy 56 Berthoud CO 80513 Mailed: Enclosures:Referral Documents and Staff Comments PF-1077, Markham View Estates PUD,page 8 ad..,4041 DEPARTMENT OF PLANNING SERVICES NORTH OFFICE 918 10T" Street GREELEY, CO 80631 PHONE: (970)353-6100, Ext. 3540 C FAX: (970)304-6498 SOUTHWEST OFFICE COLORADO 4209 CR 24.5 LONGMONT, CO 80504 PHONE: (720)652-4210, Ext. 8730 FAX: (720)652-4211 August 17,2005 Harvey Markham 650 Hwy 56 Berthoud CO 80513 Subject: PF-1077- Request for approval of a PUD Final Plan for six (6)residential lots with E(Estate) uses on a parcel of land described as Lot B of RE-3667; Pt N2NE4 of Section 19, T4N, R68W of the 6th P.M., Weld County, Colorado. Dear Applicant: Your application and related materials for the request described above are complete and in order at the present time. I have scheduled a meeting with the Weld County Utilities Advisory Committee for Thursday, September 8, 2005, at 10:00 a.m. This meeting will take place in the Hearing Room, Weld County Department of Planning, 918 101°Street, Greeley, Colorado. It is the policy of Weld County to refer an application of this nature to any town or municipality lying within three miles of the property in question or if the property under consideration is located within the comprehensive planning area of a town or municipality. Therefore, our office has forwarded a copy of the submitted materials to the Berthoud Planning Commission for their review and comments. Please call Berthoud at 970-532-2643, for information regarding the date, time and place of the meeting and the review process. It is recommended that you and/or a representative be in attendance at each of the meetings described above in order to answer any questions that might arise with respect to your application. If you have any questions concerning this matter, please feel free to call me. Sinc el fid Kim Ogle Planner DEPARTMENT OF PLANNING SERVICES Planning Division NORTH OFFICE 'DtI '\ 918 10TH Street GREELEY, CO 80631 WI C. PHONE: (970) 3540 FAX: 70,(970)304-6498 COLORADO SOUTHWEST OFFICE 4209 CR 24.5 LONGMONT,CO 80504 PHONE: (720)652-4210, Ext.8730 FAX: (720)652-4211 September 23, 2005 Harvey Markham 650 Hwy 56 Berthoud CO 80513 Subject: PF-1077- Referral Comments received to date Dear Harvey: Please find enclosed copies of all referrals received as of Friday September 23, 2005 for the land use case identified as the Markham PUD. Staff has forwarded to Robert Jacobs in the Department of Public Works a copy of the Final Drainage and Erosion Control Plan and a copy of the Improvements Agreement for his use and comment. Comments for this land use case are being prepared and will be forwarded to staff for an internal review prior to release. Should you have any questions or need further information, I may be reached at the above address, telephone number or e-mail address. Sincerely, Kim Planning ager Enclosure: Referral Comments as of 9-23-2005 File:PF-1077 pc: Ogle PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAT APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: p -to1� RECEIPT#/AMOUNT # /$ CASE#ASSIGNED: f/ • lJ APPLICATION RECEIVED BY PLANNER ASSIGN ED: Parcel Number / 0 6 ( - ` - / - G U - p 2- (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us). (Include all lots being included in the application area,If additional space is inquiiired,attach an addtonal sheet) Legal Description N Z lug "( , Section/7, Township!North, Range(Y West Property Address(If Applicable) Existing Zone District :' / Proposed Zone District: E Total Acreage:�� r � Proposed #/Lots IC's rr11 Qk44 Average Lot Size: S Minmum Lot Size:d` Proposed Subdivision Name: FST�' f� AT/ Proposed Area (Acres)Open Space: /V t.-)Al 4 Are you applying for Conceptual or Specific Guile? Conceptual Specific t/ FEE OW NER(S)OF THE PROPERTY (If additiaial space is required,attach an additional sheet) Name: hhA,2v y R. 7/ O/ Afros £1, N1A1C!/ll1Vv( Work Phone # Home Phone/6705.?,2 30'J1Email Address vn4RLigy @FA�I%t}uNt� Address: G Hid Sic; , Ncr City/State/Zip Code ( 73/C i/-tnt AO / €≤—o R-C)c 3 APPLICANT OR AUTHOR¢E D AGENT(See Name: St�-tM� /�"�S .'P rgD (//Z Work Phone# Home Phone# Email Address Address: City/State/Zip Code UTILITIES: Water: Li %TL.j^-z 7fl-t f5on-, w M-z FL 0 IS rki Sewer: Gas: Electrc: NC-V(7/2o /cf;.m Phone: e f.U ; DISTRICTS: School: �( �•T -(-L .Oic572j cr /22_.7 Fire: ES-_-2Q f wie,L r/,2, /7'2_0 r_T( n., , .0/5 ;#'2 �r� Post: GA-0/-3./ i) i/- 7,l i>4 ' I(We)hereby depose and state under penalties of perjury that all statements,proposals,and/or plans submittedwtttt or contained within the application are true and correct to the best of my(our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs,a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner,notarized evidence must be included indicating tie signatory has the legal authority to sign for the corporation. I(we),the undersigned,hereby request the Department of Planning Services to review Ins PUD Final Flat or request hearings be re the Weld County Planning Commission and tie Board of County Commissioners concerning the PUD Fin P r th ve described unincorpgkst d ea of Weld County,Colorado: �r cv1!/:j, .. '� A/l -Y�,rL�- ?-2--m SignAtcrfe:Owne or Authorized Agent Date cg ure: Owner or Authorized Agent Date -10- Development Guide for Markham Planned Urban Development named Markham View Estates July 17, 2005 Introduction: The property under consideration for division is located approximately 2 miles East of Berthoud, south of, and adjacent to, state Hwy 56 just inside the Weld County line. The Change of Zone Plat contains a location map. The greater area in which the proposed PUD is located is gently rolling terrain, zoned agricultural, and principally used for agriculture but also containing a number of rural residences. Berthoud has annexed property to the south and west. A PUD is in progress to the West of the location of the proposed PUD and is a mix of residential (210 home sites) and commercial properties. The immediate area consists of approximately fifteen rural estate class residences on acreages ranging from two to twenty acres intermixed with agriculture zoned properties being actively farmed. The agricultural activity is typically field crops such as alfalfa, beets/beans, and corn as well as dairy operations and a turkey production facility. Given that mix, the proposal to divide the property to provide six residences, with a "mini-ranch" theme, is consistent with the look and feel of the area. Every effort will be made to assure the six rural estate class residences are compatible with the surrounding property utilization. The primary emphasis will be to maintain the open, ranch like atmo- sphere with a minimum of disturbance to the rolling grassland vegetation. No formal open space is planned as the property being divided is in a rural non-urban environment. A minimum of landscaping will be allowed such that the open, spacious feel of the area, with the mountain views, will be maintained. Due to the simplicity of the PUD, i.e no commercial interests, no MUD, no industry, some items may be deemed to not be pertinent or be much simplified from the typical subdivision. This guide will try to provide the theme for, and answer questions pertaining to, the planning and implementation of the services and other requirements for the PUD. 2 Environmental Impacts: The area surrounding the parcel being divided is agricultural land with rural residences intermxed with agricultural activity. Several of the residences have animals of all types on their property. A turkey maturation facility is just across the street. The highway to the north of the property actively carries farm equipment of all types. The farmland to the south of the property is actively being farmed. Animal odors, crop spraying, and irrigation runoff abound and are what give the area it's rural ambience. The area is protected with "Right to Farm" provisions. The right to farm provision shall be included in the Final Plat and will be part of the covenants such that the residents do no make public complaints about the farm- ing activity. Converting the agricultural land, which is currently not being farmed, to six rural estate resid- ences on an average of 2.5 acres should have minimal environmental impact on the sur- rounding area. The only area adjacent to the subdivision being actively farmed isto the south of the property. Existing residences lay to the East and West of the property with a typical spacing of 400 feet from the proposed building sites. The building sites will be situated such that open space will be provided on all sides of the subdivision. In addition there is provided a 20 foot setback such that no outbuilding can be built right up to the property line of the adjacent properties such that noise or vibration from a workshop, for example, would not affect the surrounding area. Heat, light and glare will be part of the covenants and be required to be taken into account as part of the review of any proposed residence or outbuilding. Any smoke, dust, and odors generated should be minimal and ameliorated by the spacing and surrounding vegetation. Guidelines for the types of, and appearance of, any proposed residences and outbuildings will be provided in the homeowner covenants such that the structures will be consistent with those in the area and not upset any visual and aesthetic aspects. All residences will have the electrical systems installed according to code. The covenants will require no external antennas. Any electrical interference noted by adjacent neighbors will be required to be corrected. All septic systems will be built to code as required by Weld County. No holding ponds for animal wastes will be allowed. No other type of water pollution should result from single family residences. There are no wetlands on the property. No erosion and sedimentation occurs on the land at this time as the property is grassland and weed. The grading and drainage plan will specify that the changes which are made for the entrance and road will not cause these items to occur. Excavating,filling and grading will be done in accordance with the approved grading and drainage plan. No drilling and dredging is required to add the required improvements. The ditching along the road for storm drainage will be done according to the approved plan. 3 Residences should not generate air pollution. Any solid waste will be required to be removed by the local sanitation services. No wildlife removal will be allowed and well as natural vegetation other than that required to put foundations under residences and provide the access road. The object here is to main- tain the look and feel of the area. A landscaping guide will be provided to the prospective homeowners such that any landscaping should have minimal impact to the land and will utilize flora consistent with the surrounding area. The landscaping guide will also address tree place- ment to minimize the impact to the view to the West. No radiation should be generated by the residences and no radioactive material exists on the land. Drinking water will be provided with taps from a mainline extension off the Little Thompson Water District main along Highway 56 and thus immune from envionmental impacts. Given the volume of existing traffic on the State Highway 56 , the impact of six residences entering/exiting approximately two times daily resulting approximately 58 entries and exits will have a moderate impact on the traffic flow. It is assumed that CDOT is taking these additions into account and doing adequate planning for the future. Service Provision Impacts: Of those agencies polled for step one, Sketch Plan, none indicated any problems with serving the additional proposed residences. Little Thompson School District requires a stipend per lot be paid on PUD finalization. They also will receive a portion of property taxes generated. Little Thompson School District has requested a school shelter be provided and a walkway from the shelter to the roadway. The shelter will be provided and the shoulder of the road shall be widened to serve as an off-road walkway. The Sheriffs department has further re- quested a 60 foot turnout adjacent to State Highway 56. However, it is felt that this would cause a possible danger in that the traffic may be tempted to pass the bus in spite of the signals. Having the bus stop in the highway as it does not appears to be safer and thus the decision not to add the 60 foot turnout lane on State Highway 56. Law enforcement impact would fall on the Weld County Sheriffs department and or/Colorado Highway Patrol. It is assumed that six additional residences could be served by these agencies out of the current coverage and incremental costs be covered by property taxes. 4 Berthoud Fire Protection District, who also provide ambulance service, reviewed and approved the plan. The impact to them should be covered by the property tax apportionment generated by the new residences. Transportation into PUD consists of a single 880 foot roadway culminating in a cul-de-sac. The internal road shall be considered to be a 'Local Street'. The internal roadway right-of- way shall be 60 feet in width with the cul-de-sac having a 65 foot radius. The typical roadway section shall be two 12-foot paved travel lanes with a 4-foot gravel shoulder at each side of the paved roadway. The cul-de-sac edge of pavement radius shall be 50-feet. The pavement section shall be designed and constructed to allow for HS-20 loading conditions. A stop sign and street name sign will be installed at the intersection of the internal roadway with Colorado State Highway 56. Also, a "No Outlet" sign will also be installed The installation of the road will be done by contractors hired by the developer and paid for as per the Improvements Agreement to be included in the Final Nat Plan package. The impact of an additional six residences on highway 56 should not require a traffic impact analysis. A waiver on this matter is requested. However, should Colorado Department of Transportation has done an entrance location assessment and has not indicated any problem with the additional traffic generated by the PUD. A storm drainage study has been done by a licensed professional engineer. The results will be included in the Final PUD Plan submittal package. The impact of findings has been taken into account in the drainage and grading plan, part of the road design package, and provide details on how the peak storm drainage will be handled. No off-site discharge is anticipated. Poudre Valley REA indicates current utility provisions for the area are adequate for the pro- posed PUD. See the attachments. Qwest will install land lines in cooperation with Poudre Valley REA. Current "Commit to Serve" letters will be included in the Final Plat Plat submital. Lil Thompson Water District indicates the current water provisions for the area are adequate in terms of quantity and quality. A support letter was included as part of Utility Plan. Qwest Communications has indicated support is adequate for land lines into the PUD. No sewage disposal provisions are required. Each residence shall install a septic system which conforms to Weld County codes. 5 Landscaping Elements: Since the planned PUD is in a non-urban area surrounded with residences comprised of an average of approximately seven acres, no open space is planned. Given the objective of an open grassland look, coupled with no open space, no formal landscaping with it's attendant maintenence will be done by the developer. Thus no formal "plan" will be done. However, the homeowners association covenants will require each resident to review proposed landcaping with the association. Guidelines will be given to the association by the developer such that the objective of maintaining the natural landscaping appearance while providing some degree of privacy and separation between residences and at the same time not hinder the view of the surrounding terrain and the mountains will be achieved. Those guidelines wil address the use of a mix of indigenous deciduous and evergreen trees as well as shrubs such that some degree of privacy between lots is achieved. Taller trees will be confined mainly to the east with placement assuring a view west for the residents as well as the existing neighbors. The shorter shrubs will be placed between the various building sites to achieve some privacy. No berms, fences, or walls are planned as part of the land- scaping guidlines. The types of materials used will be the class that requires no long term watering. Site Design: The property under consideration has no unique features other than its openness and unhindered view of the surrounding area and the mountains. It is gently sloped from the south to the north dropping about ten feet in a quarter mile. There is a deactivated 100 foot long concrete irrigation trough on the south of the property. The PUD under consideration, based on the goals of the Comprehensive Plan, must provide for the necessary services and amenities, and should seek to preserve or enhance a site's unique natural, as well as scenic characteristics, and minimize the impact on transportation. The design and theme for this PUD is tailored around these overall goals. To assure that is the case, the Comprehensive Plan calls for a number of goals to be reviewed and assessed. Goal 1: The three step process of review outlined in the overall PUD process should ensure that the PUD meets the development applicant objectives as well as ensure the pro- posal meets all health and safety needs, meets the intent of the zone district land use, meets the intent of the goals in Sec 22-2-221; and conforms to the Comprehensive Plan. 6 Goal 2: Changing from agricultural zoning, in an area composed of agricultural and small plot rural residences, to rural estate zoning should not cause any land use incompat- ibilites. The current property is not being farmed. All services appear to be available to support the development. The lot sizes are compatible with the surrounding area residences. All costs are being borne by the developer and as such there should be no direct costs to County taxpayers for providing urban scale services in a rural area. Incre- mental costs for police protection should be covered by the increase in property tax revenues which will be generated. Goal 3: Land use regulations should be maintained. The proposed development lies in an urban development corridor defined by Berthoud. The city officials have reviewed the proposed land use and found no objections. No other unincorporated community adjoins the property. The uses for the proposed project have been reviewed with the Agricultural and PUD goals and policies and are judged in compliance. Goal 4: The design should produce a neighborhood with distinct identity and character. Lot size, types of residences suggested, spacing, openness and landscaping should produce an environment which is clean and wholesome. The spacing and open space between residences should provide a place where quiet and country living abound. Goal 5: All public services have been provided for the convenience of the residents. Water, fire, electricity, and telephone service facilities will be in place on the lot lines. Police, ambulance, and fire protection are available and willing to serve the residents. Educational facilities are in plan to accomodate future residents The amount of traffic effecting Highway 56 from such a low density development should not be a significant impact. The entrance design does not change the highway. Given simplicity of the PUD it was felt that a simple road ending in a cul-de-sac would be more efficient than perhaps a circle or other creative or innovative road design. 7 Goal 6: The road design simplicity should assure fast and efficient delivery of services. The services will be efficient and cost effective in that they run straight along side the entrance road. The road and services will be privately maintained by the residences. Goal 7: The PUD shall pay its own way. All costs related to the infrastructure and on-site improvements shall be paid for by the developer. No costs will be incurred by Weld County. Goal 8: There currently is no extraction of minerals and gas and oil resources. The mineral rights for each parcel shall be owned in perpituity by the developer. No further ploration shall occur on this property. This will be enforced with a line item in the deed restrictions. Goal 9: The design of the PUD should ensure a quality environment. The spacing of struc- tures, open space, and convenents prohibiting junk, derelict vehicles, etc. should also contribute to the quality of life for the residents. The uses allowed by the proposed PUD shall be consistent with the requirements of Rural Estate zoning defined for the PUD Zone District. These uses shall be enforced/limited by the deed restrictions and the covenants. The zone district within which the PUD rezoning is occurring predominantly agriculture. However, even though zoned agricultural, numerous residences exist with basically Rural Estate character. The land uses of the proposed PUD are restricted to grazing domestic animals and so no conflict with the land uses of the surrounding area. Residences adjacent to the proposed PUD have horses as well as cattle, so no conflict should arise. The usages allowed under the Rural Estate zoning, augmented with the deed retrictions and covenants, will be residential, confined domestic animals, and limited pasture/hay production. These uses are compatible with the surrounding area. Any disputes arising will be settled in favor of the agricultural zoning and be based on the "Right to Farm" provisions on the warranty deed and the covenants. Any disputes within the PUD will be resolved under the covenants, including legal action. The covenants shall be written to minimize and mitigate any disputes which might arise. The property does not lie in a defined flood plain. A storm drainage study was done and sufficient ditching and water retention measures will be included in the final design to assure flooding and attendant runoff do not occur. The study showed that barrow ditching, catchments, and and culverts are sufficient to handle this concern. 8 Common Open Space Usage: No formal open space is planned. The PUD is in a non-urban environment and formal open space is not required. The size of the lots and residence location will give the PUD an open feel making formal open space unnecessary. Signage: Signs within the PUD Zone District shall be governed by a set of Sign Standards which are an addendum to the covenants and shall be consistent with Weld County Code on signage. Enforcement shall be the obligation of the homeowner's association. MUD Impact: The proposed PUD is solely within the jurisdiction of Weld County and is not part of a MUD Intergovernmental Agreements Impact: The Intergovernmental Agreement, dated 18th day of August, A.D., 1999, was reviewed to determine what impact the proposed PUD would have. The agreement deals principally with the exchange of services, relevevant reimbursement for such services as well as indem- nification. It is felt the PUD would not cause an impact which could not be handled under the existing intergovernmental agreeements and processes. 9 COLORADO DEPARTMENT OF TRANSPORTATION Issuing authority application STATE HIGHWAY ACCESS PERMIT APPLICATION acceptance date: 12,14105 Instructions: - contact the Department of Transportation or your local government to determine your issuing authority. - contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - complete this form (some questions may not apply to you) and attach all necessary documents and submit it to the issuing authority.Submit an application for each access requested. - if you have any questions contact the issuing authority. Please print or type 1)Property owner(Permittee) �( 2)Applicant HAav5y R ₹ OLGA C. M,1P cHAPkt 1-1rjCviGy P., `t 0L-GR 7. MHrQK4},A-vm street address,city street ddress,city 65'4 1k .5c, 13gtn#oc co co, ('5- Ow? 4'56i t R .D, w state P hone 9 CDc.o2A'o �5?; q-r?ts 53Z '?o2S Cot.o/1A� ��I3 920 572_ 3035 3)Address of propety to be served by permit(if known) tr—..+ 4)Legal description of property: �'y� �{�. county block lot —. 6 sect,o,, 7 I iow shpuO n ,y/ I Mt g. ` Jl subdbision I ` "L eS Olr W Wei-0 IMALkkfAfM pun I I 5)What state highway are you requesting access from? 6)What side of the highway ❑ N XS ❑ E ❑ W Cof-oafob siHi. kc-, Y SC 7)How many feet is the proposed access from the ne rest mile post? How many feet is the proposed access from the nearest cross street? 'v �j 26 Lv"_', ^Qo O A479 feet(circle: N S E W )from: feet(circle: N S E )from::- 8)Check here if you are requesting a ❑ new access ❑ temporary access X improvement to existing access X change in access use ❑ removal of access 9)What is the appro irrlate date you intend to begin construction? t/ ao0a 10)Do yqgclave knowledge of any State Highway access permits serving this property,or adjacent properties in which you have a property interest. .no ❑ yes, if yes -what are the permit number(s)?: and/or, permit date: 11)Does the property owner own or have any interests in any adjacent property? ❑ no lik yes, if yes - please describe: p 1416 7 rJ, 47 - I9 - 1 e ^ 3 12)Are re other existing or dedicated public streets,roads,highways or access easements bordering or within the property? Qto ❑ yes, if yes - list them on your plans and indicate the proposed and existing access points. 13)If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each. business square footage business square footage I I I I 14)If you are requesting agricultural field access-how many acres will the access serve? 15)If you are requesting residential developement access,what is the type(single family,apartment,townhouse)and number of units? type number of units type number of units 5'NG-La 1. 13-444/1... r I y I I I 16)Provide the following vehicle count estimates for vehicles that will use the access.Leaving the property then returning is two counts.Indicate if your counts are U peak hour volumes or liCaverage daily volumes. •of passenger ight I O a d multi unit trucks I of other vehcles I of single Link chides in of 30 ft. /�^! I of farm vehicles(field equipment) T tat count of all vehicles (aQa 5,1A .17)Check with the issuing authorityto determine which of the following documents are required to complete the review of your application. (plans should be no larger than 24"x 36") e) Property map indicating other access,bordering roads and streets. a) Highway and driveway plan profile. f) Proposed access design b) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. c) Map and letters detailing utility locations before and after h) Signing and striping plans. development in and along the right-of-way. i) Traffic control plan. d) Subcivisibn,zoning,or development plan. j) Proof of liability insurance. If an access permit is issued to you it will state the terms and conditions for its use.Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree,and any other applicable state or federal laws,that all Information provided on this form and submitted attachments are to the best of their knowledge true and complete. Applicants signature Date /702 6 frilo; If the applicant is the owner of the property, we require this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence).This signature shall constitute agreement with this application by all owners-of-interest unless stated in writing. If a permit is authorized, the property owner will be listed as the permittee. Property o per signature j7 6/117/3 ---' re /�/�/�// Date C I 6/ / ---' Previous editions may be used until supplies are exhausted COOT Form 9137 9/9t Report Date: 07/28/2005 02:05PM WELD COUNTY TREASURER Page: 1 STATEMENT OF TAXES DUE SCHEDULE NO: R2948104 ASSESSED TO: MARKHAM HARVEY R & OLGA J 650 HWY#56 BERTHOUD, CO 80513 LEGAL DESCRIPTION: PT NE4 19-04-68 LOT B REC EXEMPT RE-3667 PARCEL: 106119100082 SITUS ADD: TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2004 TAX 13.16 0.39 0.00 13.55 0.00 TOTAL TAXES 0.00 GRAND TOTAL DUE GOOD THROUGH 07/28/2005 0.00 ORIGINAL TAX BILLING FOR 2004 TAX DISTRICT 2385- Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 19.957 3.20 AGRICULTUR 561 160 SCHOOL DIST R2J 42.687 6.83 NCW WATER 1.000 0.16 TOTAL 561 160 LTW WATER 0.000 0.00 BERTHOUD FIRE 13.774 2.21 BERTHOUD FIRE BOND 1.500 0.24 WELD LIBRARY 3.249 0.52 TAXES FOR 2004 82.167 13.16 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-AUGUST 1, REAL PROPERTY-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. P.O. Box 458 Greeley, CO 80632 (970)353-3845 ext.3290 WELD COUNTY TREASURER Pursuant to the Weld County Subdivision Ordinance,the attached Statement(s) o axes Due issued by the Weld,County Treasurer, are evidence that, as of this date, - all property taxes, shoe / asses'k s did iorP L1'Lats 4,p ntly.due and payable cgitnected with the pa'relat)1 here 4 in full. Signed � � a 'Date ., Change of Zone Conditions for PUD Final Plan Compliance The developer of Markham View Estates Subdivision hereby claims the PUD Final Plan is in compliance with and meets all criteria as set forth in the Change of Zone approval document PL 1776 dated June 24, 2006, relative to case PZ#1077 which contained a set of conditions for submittal and platting of the Final Plan. This document details support for that claim. The conditions outlined in the above document are set forth as items 1 thru 4 with commentary to support compliance. It also describes the uses on site and demonstrates how the Final Plan follow the development guide. Iterm 1: Prior to recording the Change of Zone Plat Items A thru F were addressed with Planning Services and judged resolved such that the Change of Zone was recorded. Item D was not required given the final lot boundaries and retention pond placement. Item 2: Change of zone conditions The conditions A thru AA were place on the Change of Zone Plat as notes. Those items not self evident are expanded upon here: B) A Homeoners Association shall be established prior to sale of any lot and membership is mandatory. C) Weld County's Right to Farm has been added as an addendum to the covenants D) Signs or lack thereof is addressed in the covenants as well as deed restric- tions Reference to Section 23-4-80 of the Weld County Code shall be made in the covenants. H) Appropriate language for absorption field sites has been added to the declaration of covenants. I) Stormwater Discharge Permit will be obtained. Silt fences are shown on the road construction plans. J) If requested, a Fugitive Dust Control Plan will be submitted. L) Development is less than 25 acres. M) Homeowners will be made aware of the limited traffic enforcement powers by the Weld County Sheriffs Office. N) Permits will be obtained for the subdivision sign and the school children shelter, if required. U) Utilities shall be installed at the expense of the developer per Weld County Code Section 24-9-10 V) Performance standards outlined in Chaper 27, articles ii and vii have been reviewed and agreed to by the property owner. W) Weld County personnel may have access at any time. Item 3: Change of Zone plat submittal The final Change of Zone plat map was submitted to Planning Services within the allotted 30 days. Item 4: At the time of Final Plan submission A) Sign standards 27-6-90.e.1 Section 27-6-90.e.1 has been reviewed. The HOA covenants will include verbage restricting signs to temporary variety. No commercial or other type signs will be allowed in the PUD. In addtion, the covenants shall state that the owners shall comply with the above referenced sign code. There are no signs currently within the boundaries of the PUD. Thus no non-conforming requirements need be addressed in the sign standards. The proposed Sign Standards are included in the Final Plan submittal. B) Improvements Agreement An Improvements Agreement is included in the Final Plat Plan submission package. C) Covenants Covenants and deed restrictions are included in the Final Plan package. The covenants include references to Weld County code for signage. Also, the absorption field restrictions are included. See draft "Declarations of Covenants" D) Plat submission to Department of Public Works The Final Plat was submitted to Weld County Public works E) Roadway c'istruction and grading to Dej'"tment of Public Works Roadway construction details and grading plans were submitted to Weld County Public Works. F) Pavement design Pavement design details were submitted to Weld County Public Works. G) Construction schedule The proposed construction schedule is included in the Final Plan package. H) Final plat easements Easements for utilities have been included in the Final Plat Plan. Any addtional as recommeded by the Weld County Code and Utilitites Co- ordinating Advisory Committe shall be added before finalization of the Final Plat. I) Final drainage and erosion control Final drainage and erosion control plans will be in the Final Plan Plan submission package J) Street name and lot addresses approval All agencies referenced have reviewed and approved the street name and addressing. Signatures of approval are included in the utiltity plan in the Final Plan submission package. (K) Bylaws and Articles of Incorporation for the HOA Three copies are included with the Final Plan package. L) Weed control Plan A weed control plan is included with the Final Plan package. M) Address Weld County Sheriffs referral dated 10/15/2004 - Item 1: School bus pickup Developer agrees with the request for a shelter for school children. A shelter will be placed on the Northwest corner of Lot 1 with an easement to allow maintenence by the HOA. A turnout will be added to the road to allow the children to be dropped immediately in front of the shelter. Also the road shoulder will be widened to serve as a walk way from the shelter to the pickup point. See the road design in the Final Plan package for further details. Little Thompson School District was contacted and stated that the bus would not be going down the street. They stated they would alter the route such that the bus would be going East and would get off on the shoulder if an extended wait would be required. Thus no pull off within the PUD is planned. The sheriffs department representative expressed a desire to see a sixty (60) foot pull out lane added to State Highway 56. I believe this is actually a safety problem as cars may be tempted to pass the bus even though they see the signals. This request is therefore declined. - Item 2: Mail di ibution Berthoud Post Office was contacted and stated they prefer individual drop off locations. Thus each homeowner will be required to have a mail drop box located at their individual entrances of appropriate design and containing the lot address clearly visible. - Item 3: Name of street and address numbers approval In the meeting with the sheriffs department on 7/9/2005 the street name and numbering scheme were reviewed and approved. They re- quested the lettering on mail boxes be four (4) inches in height minimum. - Item 4: Permanent sign at entrance Developer will have a permanent sign placed at the entrance of the PUD. Individual addresses will be prominently posted on the mail boxes in front of the respective lot entrances. - Item 5: Limited traffic enforcement powers It is the intent of the developer that the roadway become public within one year of completion at which time the sheriffs office would have full traffic enforcement powers. Any homeowner who occupies their residence within the first year would be informed of this situation by the developer. - Item 6: Roadway maintenence in inclement weather The HOA will be required to contract with a local snow removal ser- vice to assure the road is passable to emergency traffic during inclement weather. - Item 7: Homeo'11ers Association There will be an official Home Owners Association and it will serve as a contact point for the sherriffs office. - Item 8: Oil and gas well safety There are no oil or gas wells on the proposed PUD. No future drilling or exploration can be conducted with the PUD Zone District. N) Address Little Thompson School referral of 11/04/2004 A single bus pickup/dropoff location has been identified and is in plan to be provided. The location is to be further upgraded with a shelter accessible by car on a turnout lane which exits the road and ends at the shelter. See the road construction plan in the Final Plan package for exact details. Parents whose children require special student transportation will be expected to provide this service themselves. O) Mail pickup and drop off locations By requirements it is assumed this refers to the sheriffs office referral item M-2 above. Berthoud Post Office has requested individually located mail drop/pickup locations. P) Address Berthoud Fire Protection District referral of 10/8/2004 The turn around was moved 200 feet to the south and the openings to lots 4 and 5 were redone to provide wider access to the lots. No on street parking is anticipated, however the developer will leave the turnaround diameter at 120 feet as previously required. The mainline extension will be designed to meet the 1000 gpm requirement. Verbage regardiCthe requirement of sprinklerflx houses larger than 3600 square feet in area will be added to the deed restrictions and will reference the Uniform Fire code table A-III-A-l. Q) Stormwater retention area maintenence Homeowners, thru the association ,will be required to contract to a local mow- ing service who will clean up debris, mow, and spray for weeds. Access to the retention pond will be assured by an easement around the retenti pond and bordering on the East by the public road. Description of on-site uses: This subdivision contains six lots. The lots will contain single family residences and typical rural outbuildings domestic animals. No commercial activity or businesses are allowed. No excavation or drilling will be allowed. The structures will be surrounded with horse pasture and in some cases small areas of grass/alfalpha hay. Minimal landscaping will be accomplished such that the subdivision will be open, natural and have a view. Development Guide Conformance As the Development Guide was initially submitted as a conceptual guide and not a specific guide, and was finilized in concurrence with the Final Plan, there is a high degree of correlation between the Specific Development Guide and the Final Plan design. In any case items will be addressed to assure conformance of the design to the Specific Development Guide. (a) - Environmental impacts were assessed and where applicable to the surround- ing area steps were taken in the layout, design, spacing, and covenants to address these items; glare, noise, and land uses are examples. (b) - Items identified from the change of zone were listed in the Specific Develop- ment Guide and addressed or corrected in the Final Plan. (c) - The design of the subdivision for the road, facilities, and landscaping adhere to the theme and specifics of the guide. (d) - Support for public services mentioned in the guide were obtained. All indi- cated will serve intent. (e) - Convenants were modified to account for items identified as required in the Specific Development Guide (0 - Deed restrictions were generated to assure key items such as absorption field avoidance, no drilling or excavation, for example, are part of the deed of trust. (g) - Articles of incorporation with accompanying by-laws were submitted in suppoi of the homeowners association. These items show the Final Plan design and the Specific Development Guide are in fact in sync. Utility Plan * Electrical service - Poudre Valley Rural Electric Association,Inc. * Telephone - Qwest Communications, Inc. * Water - Little Thompson Water District * Sewage disposal - Private septic systems Note easement at rear of property for titan sewage sytem hookup. * Gas - Individual propane tanks Note: easements at back of property for faturt gas .ors ice_ Agency Approval Weld County Sherrif s Department On July 11, 2005 Officer J. D. Broderius of the Weld County Sherriffs Office made an on-site review of the plat, street name and street numbers as well as issues raised in a referral dated October 15, 2004. Verbal approval was given for the street name and numbering scheme. However, I have not been copied on his response to Planning Services. Berthoud Postal Service The Postmaster at the Berthoud Postal Service District review and approved the proposed street name and numbers on 8/1. Her signature, Anna Mary Weber, is on the attached document. Berthoud Fire Protection District On 8/1/2005, J. Brown of the Berthoud Fire Protection District reviewed and approved the street name and addressing scheme. He also represented the Little Thompson Ambulance Service. His signature is also on the attached document. • MARKHAM PUD Developer: Harvey Markham PZ-1077 (Change of Zone from Ag to PUD) Planner: Chris Gathman PT N2NE4 19-4-68 ZONED PUD/ESTATE IS NOT IN FLOOD PLAIN (0750C) IS NOT IN STORM WATER PROJECT AREA RIF AREA #3 LITTLE THOMPSON WATER DISTRICT ENGINEERED INDIVIDUAL SEPTIC SYSTEMS PROPANE POUDRE VALLEY REA QWEST COMMUNICATIONS LITTLE THOMPSO VALLEY SD BERTHOUD FP ocZP `size W. STANDARD FFA�SST ZONE BULK REQUIREMENTS (� S. /his Jetattt — ,.�. e{2 .c_.,_ 6 RESIDENTIAL LOTS Lot 1 660 Hangis Court Lot 2 656 Hangis Court Lot 3 652 Hangis Court Lot 4 640 Hangis Court Lot 5 642 Hangis Court Lot 6 646 Hangis Court LOT A 650 Hangis Court RE-3667 Revised 6/27/05 — Lin Dodge Lin Dodge WC Building Tech 11/19/04 o DATE : EXHIBIT A ,Paid= REA XO INITIALS : WORK ORDER NUMBER: 38335 State Highway 56 • l II nI 115 x20 Bus Shelter Lot A I Easement Recorded Exemption NO. 1167-19-1 NE—J667 I LOT 1 I II drainage L— e ement I II LOT6 - I I 0 1n ca I g LOT 2 I Ii LOT 5 \ It 50kVA I I LOT 3 LOT 4 J il — — NOT TO SCALE DRAWING FILE NAME: I PATE REVISION SUBDIV CODE 35B SUBDIVISION NAME MAP NUMBER _ MaX�MPO UDERA thisDRE D7-2p-DS MARKHAM PUD 4N 68W-19 POUDRE VALLEY R.E.A. STATE WELD 12680 Weld County Rd 58 Greeley, Colorado 80634 Qwest. August 5,2005 Spirit of Service's Harvey Markham 650 Hwy 56 Berthoud, Colorado 80513 Subject: Markham P.U.D. PZ-1077 Dear: Mr. Markham Thank you very much for your request for telecommunications services from Qwest Communications. Qwest will provide service to your planned development, Markham P.U.D., located at 650 Hwy 56, Berthoud, Colorado. The service you requested will be provided under tariffs on file at the Colorado Public Utilities Commission. Qwest appreciates your business and looks forward to working with you to meet your needs. If there are any further questions, or if I can provide any assistance, please feel free to contact me on (970) 350-2993. Sincerely, Jason Garcia Field Engineer Network Services POUDRE VALLEY RURAL Poudre RValley EA ELECTRIC ASSOCIATION, INC. ' P.O. BOX 272550 7649 REA PARKWAY FORT COLLINS, CO 80527-2550 FORT COLLINS, CO 80528 Bus. Phone 970-226-1234 FAX 970-226-2123 800-432-1012 www.pvrea.com August 2, 2005 Harvey Markham 650 Highway 56 Berthoud, CO 80513 RE: MARKHAM PUD LOCATED IN SECTION 19, TOWNSHIP 4 NORTH, RANGE 68 WEST OF THE 6T" PM, COUNTY OF WELD, STATE OF COLORADO To Whom It May Concern: Poudre Valley Rural Electric Association, Inc. is ready, willing and able to serve all electrical loads within our certificated service territory subject to the Rules and Regulations of Poudre Valley Rural Electric Association. The person (s) signing any contract (s) and or easement (s) grants to the Association the right to ingress and egress for meter readers, tree trimmers, engineers, line personnel, or any agents of the Association for the purpose of reading meters, engineering services, line repair, maintenance, tree trimming and or right-of-way clearing as deemed necessary by the Association. If you have any further questions, please call our office . Sincerely, Matt Organ Engineering Representative AN EQUAL OPPORTUNITY EMPLOYER Your Touchstone Energy®Partner O LITTLE _HOMPSON WATER DASTRICT DIRECTORS: Telephone(970)532-2096 Tom Reynolds December 2, 2004 835 E.Highway 56 President Drawer G Ron Bakel Berthoud,CO 80513 Keith Croonquin www.ltwd.org Robert Boggio Dean Anderson Carey I Salomonson Alex Sauer MANAGER: Richard H H.Whiten H. Markham 650 Hwy 56 Berthoud, CO 80513 Dear Mr. Markham: This letter is in response to your request for a water service commitment for up to 6 additional residential lots, in the location described as follows: PORTIONS OF N '/z, NE '/, SEC.19,T4N, R68W --Weld COUNTY, CO Markham P.U.D. The District provides water service within its service area as defined by the District. The provision of water service by extension of existing water lines of the District to the above property and the installation of taps for lots is done under the terms of the Rules and Regulations of the District established by the Board of the District from time to time. You may obtain a copy of the Rules and Regulations from the District. This letter outlines the provisions of the Rules and Regulations, however this letter does not change any provisions of the Rules and Regulations. The Board of the District may alter and amend the Rules and Regulations at any time, and the provisions of this letter are subject to alteration and amendment based on changes in the Rules and Regulations of the District. We currently have a 10" diameter AC water line located along Hwy. 56 with additional capacity available Therefore, we can commit to provide service to the above property, subject to the limitations in this letter, for one standard residential 5/8" X 3/4" water tap per lot; and the following additional limitations on the provision of water service are: 1. All improvements to District facilities required to provide service will be the financial responsibility of the developer in accordance with the District Rules and Regulations. All improvements must conform to District Specifications. 2. Little Thompson Water District requires you to transfer 1.4 shares of Colorado Big Thompson water , or other waters acceptable to the District, for each lot in the commitment and then to pay for the rest of the tap fee as the water lines are put in service. You then have the taps to sell with the lots at the price that you set. 3. If a fire hydrant is required for the subdivision there is a $2,000 fire hydrant fee that needs to be paid prior to installation of the fire hydrant. You will be responsible for any improvements or upgrades needed to meet the required fire flows in your subdivision. ........ .... 4. If fire sprinkler taps are required for the lots you will be required to pay the $1,000.00 fire sprinkler tap fee for each lot. The District will provide the larger meter pit dome and lid as well as the meter and meter setter as required for the 1" domestic fire sprinkler service. 5. In order to provide the required flows to the subdivision you will be required to install a minimum 6" Diameter water line from the 10" line to your subdivision. 6. You will be required to provide the needed water lines in the proposed subdivision. 7. The design, installation and total cost of the project will be the responsibility of the developer. This commitment letter will expire two years from the date of this letter if the taps have not been purchased, paid for and installed by that date of expiration. The current fee for the domestic 5/8" X 3/4" tap is $25,700. YOU ARE HEREBY ADVISED THAT THE RULES, REGULATIONS AND TARIFFS OF THE DISTRICT ARE SUBJECT TO CHANGE WITHOUT NOTICE; AND THIS LETTER IS ISSUED WITH THE SPECIFIC LIMITATION THAT THE DISTRICT MAY CHANGE THE RULES, REGULATIONS AND TARIFFS APPLICABLE TO THE ABOVE PROPERTY AT ANY TIME WITHOUT NOTICE TO YOU OR ANY PERSON. If you have questions, please contact me. Regards, / Micktiel T. Cook District Engineer Agreement for WaterExtensi...is This Agreement,made and entered into this G ,S day of / JI/j ,200 . ,by and between LITTLE THOMPSON WATER DISTRICT,hereinafter called the"District"and 4/j 2V R, Ni' 2 K r♦44 hereinafter called"Customer",is upon the following terms and conditions,to-wit: 1. The District is organized as a special district under laws of the State of Colorado serving treated water within the District as may now be established,or as hereinafter established. The Customer is either a taxpaying elector within the District,or desires to receive water service and to join the District. 2. The Customer desires to obtain water service for the"property"described in this Agreement. 3. The Customer shall pay for and provide all water mains either within or without the boundaries of the District in order to provide water service to the property; but the District may construct said mains, or the District may approve construction by the Customer, or the Customer's contractor upon terms approved by the District. A. The District must approve such construction by the Customer,or the Customer's contractor by a written agi cement providing for the terms of such installation, including requirements that the materials used shall meet all standards of the District and that provides for inspection by the District of the construction of such water mains. The cost of all construction shall be paid by the Customer to the District. B. A deposit in the amount hereinafter provided shall be paid by the Customer to the District as an advance towards the construction cost of the District for such installation. After completion of all construction and acceptance by the District,a fmal adjustment of costs will be made, if necessary. In the event that it is determined that the deposit is insufficient to cover the estimated cost of construction,then the Customer shall pay to the District,on demand,additional advances towards the cost of construction. C. If the installation is constructed by the Customer, or the Customer's contractor, the Customer shall transfer all right, title and interest in and to the facilities installed as well as all easements and appurtenances and other necessary property rights to the District by good and sufficient assignment or bill of sale or general warranty deed. Such transfer shall be made free and clear of all liens and encumbrances, and the Customer shall furnish sufficient evidence of title or a"Form 100"title policy if required by the District. The Customer shall furnish mechanic's lien releases or a good and sufficient performance and payment bond pursuant to the Colorado Mechanic's Lien Law in order to insure that all construction costs have been paid in full. All labor and materials shall be warranted for defects of any kind by Customer and Customer's contractor for one year from the date of acceptance of such facilities by the written acceptance of such facilities. The District,upon receipt of the documents of transfer and evidence of title, shall consider whether to accept or reject the installation. If the Customer has complied with this Agreement and all other conditions precedent to the acceptance of the facilities,the District shall approve and accept the transfer and shall thereafter assume operation and maintenance of the lines. In no event shall the District assume ownership,operation or' maintenance of any installation on the service side of the metering installation for the property. 4. The District will provide service in accordance with its rules and regulations and line extension policies as now adopted or as may be hereafter adopted by the District. The Customer shall commence payment of established rates of the District,including minimum fees,on the date of installation of a tap and water is available for use at the tap. 5. The District,pursuant to the terms of this Agreement,will only be obligated to serve the tap size shown on this Agreement. 6. The terms of this Agreement shall apply to the property described herein, and the taps hereinafter provided may be used only upon said property. The parties hereto agree that this Agreement shall be treated as personal property and not real property. 7. The Customer shall provide the District with an accurate copy of the final plat of the property to be served by the District. If the plat must he approved by the County Commissioners,then a recorded copy of the plat with the Clerk and Recorder of the Colorado County in which the development is situated must be provided to the District. 8. Customer hereby grants to the District the right to enter upon the land of the Customer and on the property as herein described to construct, operate and maintain the facilities herein described, together with the full right of ingress and egress, and to cut and trim trees and shrubbery to the extent necessary. The Customer shall obtain and convey to the District all easements required by the District, and the District shall not be responsible for any delay in providing service in the event of failure to provide such easements. Furthermore,failure to provide easements required by the District will cause this Agreement to become null and void and of no further force and effect, and the Customer shall forfeit all money or rights theretofore transferred to the District. 9. The facilities herein described are required by the Customer by date hereinafter stated. In the event the District installs the facility, the District shall use reasonable diligence in providing said facilities by that date. If said facilities cannot be installed because of act of God, governmental authority, action of the elements, accident, strikes, labor trouble, inability to secure materials or equipment, or any cause beyond the reasonable control of the District,the District shall not be liable therefore or for damages caused thereby. 10. In the event the District installs the facilities, the District shall install the facilities described herein in accordance with good engineering practice after the Customer has established property lines, cut streets,alleys and easements to final grade and prior to the paving of streets, and the construction of curbs and gutters. The Customer shall reimburse the District for any expense due to subsequent changes by the Customer. 11. Water service shall be provided to Customers located within the property at the District's applicable rates,and upon terms and conditions now in effect or at the rates and under the terms and conditions as may be hereafter he adopted by the District and upon the rules and regulations as now established or as may hereafter be established by the District. No water service may be obtained except upon property included within the boundaries of the District. Customer agrees that no other person shall be permitted to use water provided by the taps herein described. 12. In the even that construction of the water mains is not completed by the Customer or the Customer's contractor on or before 2 years from the date of this Agreement, then this Agreement shall become null and void. In such event, the District may set off against the deposit herein provided for the amount of its expense and return the balance of such deposit,if any,to the Customer. Customer agrees to pay all expense incurred by the District in excess of such deposit. LTWD Form 210 (Revised May 1986) Page I of 2 13. (Delete if inapplicable.) In or -o off set the cost of water to supply the property ,rein described, the Customer agrees to sell to the District the number of acre-foot-units of the Northern Colorado Water Conservancy District, Loveland, Colorado, water rights at the amount for each unit,hereinafter described. Customer shall not receive cash for such units transferred to the District,but the total value of such units as herein stated shall be applied to the tap price established by the District upon the date of installation of each such tap. 14. The District agrees to allow installation of the number of taps hereinafter provided within the above-described property,and each tap shall not exceed'/4 inches. No taps will be served by the District until all of the terms and conditions of this Agreement have been fulfilled by the Customer, including transfer of the above-described water rights. The taps may not be used on any property other than that described herein without the express prior written consent of the District to such transfer. Any such transfer shall be made to property owned by the Customer, and such property, and the Customer, shall meet all rules, regulations and requirements of the District in order to achieve a requested transfer. Any right to receive a tap option or water rights credit under this Agreement, whether upon the above-described property, or at any other place shall expire and become null and void 20 years from the date of this Agreement. Customer may not encumber,mortgage or collaterally assign the taps without the prior written consent of the District thereto. In all other respects the taps or water rights credit shall be treated as personal property. 15. Because installation of certain facilities to the below described property may benefit property owned by other Customers of the District,the District may pay tap rebates to the Customer upon receipt of a fully paid tap fee from another party to serve property not included within the below described property. These tap rebates will be paid in accordance with the District Rules and Regulations and the Customer should familiarize themselves with this portion of the aforementioned Rules and Regulations. The parties hereto agree that refunds will be made for a period of 5 years from the date of this Agreement and that upon expiration of said 5-year period, the District shall have no further obligation to make refunds. The total amount of the tap rebates will not exceed the Customer's cost for the improvements. 16. The Customer agrees to abide by all rates established and rules and regulations of the District as now established or as may hereafter be established by the District. District shall not be liable for any injury or damage for failure to deliver water for any reason including but not limited to war,riot,insurrection,Act of God,or breaks or failure of the water system. 17. No agent or representative of the District has the power to amend,modify,alter or waive any provisions of this Agreement. Any promises, agreements,or representations made by any agent or representative of the District not herein set forth shall be void and of no further force and effect. 18. The Customer understands and agrees that all amounts due under the terms of this Agreement, as well as all fees,rates,tolls,penalties,or charges for services, programs, or facilities furnished by the district constitute a perpetual lien on the property herein described, and that such lien may be foreclosed in the same manner as provided by the laws of the State of Colorado for the foreclosure of mechanic's liens. §32-I-1001(1)(j), C.R.S. 1973 (1981 Amendments). In the event Customer fails to abide by any of the terms or conditions of this Agreement, Customer agrees to pay all costs and expenses incurred by the District as a result of the breach including direct and consequential damages,loss of revenue,attomey fees,court costs,expert witness fees and other expenses. 19. This Agreement shall be binding upon and inure to the benefit of the heirs,personal representatives, successors and assigns of the parties hereto. Except as provided herein,the Customer may not assign all or any part of any interest in the Agreement to any person. IN WITNESS WHEREOF,the parties hereto have set their signatures the day and year first above written. LITTLE THOMPSON WATER DISTRICT ` !/�I CUSTOMER By: By: ` Mailing Address: L2% C 570 Ratified by LTWD Board of Directors on: 9/ /'7/-0/vp J Co a=Zj I73 Telephone: rs72 -- 7n (5S - I.) Real Estate Description for Agreement("Property"): Lvff.lirz2SFzT AAR'Si ? Thc cv/Soiv (S( vAl 2.) Amount of Deposit: $ A/4 3.)3.) Date Customer needs facilities: /v/A 4.) Number of Northern Colorado Water Conversancy District units transferred to District: • —6 5.) Price per unit of Northern Colorado Water Conservancy District water. /V/y 6.) Tap Size: 5/8 x''/4 inches. 7.) Number of taps to be installed: 6 8.) Plat Provided? Yes �No 9.) Number of new fire hydrants: 1/A)Iq WO%jV 10.) Fee for hydrants: $ UNkl1(wll/ . LTWD Form 210 (Revised May 1986) Page 2 of 2 RE:adequate access to the property-PZ1077 Subject: RE: adequate access to the property - PZ1077 From: "Peter Schei" <pschei@co.weld.co.us> Date: Mon, 25 Jul 2005 14:39:06 -0600 To: "H. Markham" <marveyh@earthlink.net> CC: "Chris Gathman" <cgathman@co.weld.co.us> Good Afternoon, Harvey: My apology for the late reply. Thank you for your patience during this busy time at the County! The off-site roadway facilities are sufficient to handle the proposed subdivision (this does not reflect upon any off-site roadway improvements which may or may not be required) . ALL final plan materials are to be submitted to the Planning Department as required in the Change of Zone Resolution. The Planning Department is the 'center hub' of the development process and Public Works is one of the 'spokes' . This way the Planning Department knows what has been submitted for each application. The Planning Department distributes requisite materials to the appropriate departments for review. Submit ALL materials to the Planning Dept. for Final Application. You should be set to submit Final Plan application materials to Planning from our (Public Works' ) perspective. We look forward to working with you on your Final Plan. Have a great week, Peter. Peter SCHEI, P.E., N.S.P.E. Public Works Department Weld County 1111 - H Street Greeley, CO 80632 "Making the County a better place to do business" "Making the County a better place to live" Original Message From: H. Markham [mai [ to marve yliaeartlf ink.net.] Sent: Tuesday, July 12, 2005 11:33 AM To: Peter Schei Subject: adequate access to the property - PZ1077 Peter, in the PUD submittal checklist is a requirement stated thusly: One copy of evidence from the appropriate jurisdiction stating that the street/ and or highway facilities providing access to the property are adequate in functional classification, width and structural capacity to meet the traffic requirements of the uses of the proposed zone district. I assume you are the "appropriate jurisdiction" . In addition the minutes of the Change of Zone items D, E, and F under "at the time of Final Plan submission", I am required to submit to the Dept of Public Works (a) final plat, (b) roadway/construction and 1 of2 7/25/05 3:40 PM RE:adequate access to the property-PZ1077 grading plans, and (c) pavement design. I assume you are "Public Works" and that I should submit the above goodies to you. I further assume that as a result of reviewing the afoementioned plans you could issue the "letter of sufficiency" that I need to include in the Final Plan submittal package. If I am incorrect in any of the above assumptions, please assist me in understanding the process. Thanks in advance, Harvey 2 of 2 7/25/05 3:40 PM CDOT Permit No. COLORADO DEPARTMENT OF TRANSPORTATION 405088 STATE HIGHWAY ACCESQODE SH/S/MP 56A/006.180/R O� Local Jurisdiction NOTICE TO PROCE 4 Weld County Permittee(s): ' ' ej- 't Applicant; to Harvey R. and Olga J. Markham F l8 �CF`pd? Harvey R. and Olga J.Markham 650 Highway 56 `$ cep 0P 650 Highway 56 O$Berthoud, CO 80573 /p Of Berthoud, CO 80573 970-532-3039 �O 970-532-3039 The permittee is hereby authorized to proceed with access construction within state highway right-of-way in accordance with the above referenced State Highway Access Permit and this Notice to Proceed. This Notice to Proceed is valid only if the referenced Access Permit has not expired. Access Permits expire one year from date of issue if not under construction, or completed. Access Permits may be extended in accordance with Section 2.3(11)(d), of the Access Code. Adequate advance warning is required at all times during access construction, in conformance with the Manual on Uniform Traffic Control Devices for Streets and Highways. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permittee or applicant shall notify the Department prior to commencing construction as indicated on the Access Permit. Both the Access Permit and this Notice To Proceed shall be available for review at the construction site. This Notice to Proceed is conditional. The following items shall be addressed prior to or during construction as appropriate. None Municipality or County Approval (When the appropriate local authority retains issuing authority) By Title Date (X) This Notice is not valid until signed by a duly authorized representative of the Department Colorado Department of Transportation By Title Date (X) RccQSc 8/5/65- Copy Di trib tion: Required 1. Region Permit files 2.Staff Access Section. As needed: Local Aut rity, MTCE Patrol, Ins ctor Form 1265 8/98 COLORADO DEPARTMENT OF TRANSPORTATION CDOT Permit No. STATE HIGHWAY ACCESS PERMIT 405088 State Highway No/Mp/Side 56A/006.180/R Permit fee Date of transmittal Region/Section/Patrol Local Jurisdiction 100.00 07/26/2005 04/01/05 Weld County The Permittee(s); Applicant; Harvey R. and Olga J. Markham Harvey R. and Olga J.Markham 650 Highway 56 650 Highway 56 Berthoud,CO 80573 Berthoud, CO 80573 970-532-3039 970-532-3039 is hereby granted permission to have an access to the state highway at the location noted below.The access shall be constructed,maintained and used in accordance with this permit,including the State Highway Access Code and any attachments,terms,conditions and exhibits.This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit.The issuing authority,the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: The access is located on State Highway 56,a distance of 935 feet east of Mile Post 6 on the south/right side. Access to Provide Service to: Single-Family Detached Housing 6 Each 100.00% Other terms and conditions: * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By Date Title (x) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Linda McWilliams with the Colorado Department of Transportation in Greeley at 970-350- 2147 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. Permutes Date (X) V y `iLv li�r i P�/C g i2/6 This permits not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION By I ,,Q Date(of issue) Title (X) 1 Q I cc ,s z sJ o,S Access Manager Copy .1st button: Required: Make copi as necEssary for: Previous editions are obsolete and may not be used 1.Region Local Authority Inspector CDOT Form#101 8/98 2.Applicant MICE Patrol Traffic Engineer 3.Staff Access Section State Highway Access Permit PERMIT EXPIRATION Form 101, Page 2 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized The following paragraphs are excerpts of the State Highway Access Code. extension.When the permittee is unable to commence construction within one These are provided for your convenience but do not alleviate compliance with all year after the permit issue date,the permittee may request a one year extension sections of the Access Code. A copy of the State Highway Access Code is from the issuing authority. No more than two one-year extensions may be available from your local issuing authority(local government)or the Colorado granted under any circumstances. If the access is not under construction within Department of Transportation(Department). When this permit was issued,the three years from date of issue the permit will be considered expired.Any request issuing authority made its decision based in part on information submitted by the for an extension must be in writing and submitted to the issuing authority before applicant,on the access category which is assigned to the highway,what the permit expires. The request should state the reasons why the extension is alternative access to other public roads and streets is available,and safety and necessary,when construction is anticipated,and include a copy of page 1 (face design standards. Changes in use or design not approved by the permit or the of permit)of the access permit. Extension approvals shall be in writing.The local issuing authority may cause the revocation or suspension of the permit. issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of all denied APPEALS extensions within ten days.Any person wishing to reestablish an access permit 1. Should the permittee or applicant object to the denial of a permit application that has expired may begin again with the application procedures.An approved by the Department or object to any of the terms or conditions of a permit placed Notice to Proceed,automatically renews the access permit for the period of the there by the Department, the applicant and permittee(appellant)have a right to Notice to Proceed. appeal the decision to the[transportation]Commission [of Colorado].To appeal a decision,submit a request for administrative hearing to the Transportation CONSTRUCTION Commission of Colorado within 60 days of transmittal of notice of denial or 1. Construction may not begin until a Notice to Proceed is approved. (Code transmittal of the permit for signature. Submit the request to the Transportation subsection 2.4] Commission of Colorado, 4201 East Arkansas Avenue, Denver,Colorado 80222- 3400.The request shall include reasons for the appeal and may include 2. The construction of the access and its appurtenances as required by the changes, revisions,or conditions that would be acceptable to the permittee or terms and conditions of the permit shall be completed at the expense of the applicant. permittee except as provided in subsection 2.14.All materials used in the construction of the access within the highway right-of-way or on permanent 2. Any appeal by the applicant or permittee of action by a local issuing authority easements, become public property.Any materials removed from the highway shall be filed with the local authority and be consistent with the appeal right-of-way will be disposed of only as directed by the Department.All fencing, procedures of the local authority. guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless 3. In submitting the request for administrative hearing,the appellant has the otherwise instructed by the permit or the Department inspector. option of including within the appeal a request for a review by the Department's internal administrative review committee pursuant to[Code]subsection 2.10. 3. The permittee shall notify the individual or the office specified on the permit When such committee review is requested, processing of the appeal for formal or Notice to Proceed at least two working days prior to any construction within administrative hearing, 2.9(5)and(6), shall be suspended until the appellant state highway right-of-way. Construction of the access shall not proceed until notifies the Commission to proceed with the administrative hearing,or the both the access permit and the Notice to Proceed are issued.The access shall appellant submits a request to the Commission or the administrative law judge to be completed in an expeditious and safe manner and shall be finished within 45 withdraw the appeal. The two administrative processes, the intemal days from initiation of construction within the highway right-of-way.A construction administrative review committee,and the administrative hearing, may not run time extension not to exceed 30 working days may be requested from the concurrently. individual or office specified on the permit. 4. Regardless of any communications, meetings,administrative reviews or 4. The issuing authority and the Department may inspect the access during negotiations with the Department or the intemal administrative review Committee construction and upon completion of the access to ensure that all terms and regarding revisions or objections to the permit or a denial, if the permittee or conditions of the permit are met. Inspectors are authorized to enforce the applicant wishes to appeal the Departments decision to the Commission for a conditions of the permit during construction and to halt any activities within state hearing,the appeal must be brought to the Commission within 60 days of right-of-way that do not comply with the provisions of the permit,that conflict with transmittal of notice of denial or transmittal of the permit. concurrent highway construction or maintenance work,that endanger highway property, natural or cultural resources protected by law,or the health and safety 10. Each access shall be constructed in a manner that shall not cause water to of workers or the public. enter onto the roadway or shoulder,and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and 5. Prior to using the access,the permittee is required to complete the drainage plan.. construction according to the terms and conditions of the permit. Failure by the permittee to abide by all permit terms and conditions shall be sufficient cause for 11. By accepting the permit, permittee agrees to save, indemnify, and hold the Department or issuing authority to initiate action to suspend or revoke the harmless to the extent allowed by law,the issuing authority,the Department, its permit and close the access. If in the determination of the Department or issuing officers, and employees from suits, actions,claims of any type or character authority the failure to comply with or complete the construction requirements of brought because of injuries or damage sustained by any person resulting from the permit create a highway safety hazard, such shall be sufficient cause for the the permittee's use of the access permit during the construction of the access. summary suspension of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and CHANGES IN ACCESS USE AND PERMIT VIOLATIONS Department and included in the permit. The Department or issuing authority may 1. It is the responsibility of the property owner and permittee to ensure that the order a halt to any unauthorized use of the access pursuant to statutory and use of the access to the property is not in violation of the Code, permit terms and regulatory powers. Reconstruction or improvement of the access may be conditions or the Act.The terms and conditions of any permit are binding upon all required when the permittee has failed to meet required specifications of design assigns, successors-in-interest, heirs and occupants. If any significant changes or materials. If any construction element fails within two years due to improper are made or will be made in the use of the property which will affect access construction or material specifications,the permittee shall be responsible for all operation, traffic volume and or vehicle type, the permittee or property owner repairs. Failure to make such repairs may result in suspension of the permit and shall contact the local issuing authority or the Department to determine if a new closure of the access. access permit and modifications to the access are required. 6. The permittee shall provide construction traffic control devices at all times 2. When an access is constructed or used in violation of the Code,section 43- during access construction, in conformance with the M.U.T.C.D.as required by 2-147(5)(c), C.R.S.,of the Act applies.The Department or issuing authority may section 424-104, C.R.S., as amended. summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, 7. A utility permit shall be obtained for any utility work within highway right-of- welfare or safety. Summary suspension shall comply with article 4 of title 24, way.Where necessary to remove, relocate, or repair a traffic control device or C.R.S. public or private utilities for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the MAINTENANCE Department or issuing authority, and at the direction of the Department or utility 1. The permittee, his or her heirs,successors-in-interest, assigns, and company.Any damage to the state highway or other public right-of-way beyond occupants of the property serviced by the access shall be responsible for that which is allowed in the permit shall be repaired immediately.The permittee is meeting the terms and conditions of the permit, the repair and maintenance of responsible for the repair of any utility damaged in the course of access the access beyond the edge of the roadway including any cattle guard and gate, construction, reconstruction or repair. and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. 8. In the event it becomes necessary to remove any right-of-way fence,the Within unincorporated areas the Department will keep access culverts clean as posts on either side of the access shall be securely braced with an approved end part of maintenance of the highway drainage system. However, the permittee is post before the fence is cut to prevent any slacking of the remaining fence. All responsible for the repair and replacement of any access-related culverts within posts and wire removed are Department property and shall be turned over to a the right-of-way.Within incorporated areas,drainage responsibilities for representative of the Department. municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders,except in those 9. The permittee shall ensure that a copy of the permit is available for review at cases where the access installation has failed due to improper access the construction site at all times.The permit may require the contractor to notify construction and/or failure to follow permit requirements and specifications in the individual or office specified on the permit at any specified phases in which case the permittee shall be responsible for such repair.Any significant construction to allow the field inspector to inspect various aspects of construction repairs such as culvert replacement, resurfacing, or changes in design or such as concrete forms, subbase, base course compaction, and materials specifications, requires authorization from the Department. specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. Form 101, Page 3 State Highway Access Permit Page 1 Attachment to Permit No. 405088 - Additional Terms and Conditions 1. If there are any questions regarding this permit,please contact Gloria Hice-Idler at(970) 350-2148. 2. The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms, conditions,exhibits, and noted attachments. 3. Incorporated as part of this permit are the following: Application for Access Permit(CDOT Form No. 137) Permit(CDOT Form No. 101)and its two page attachment Exhibits: "A'-Access Plan(2 sheets) "B" -Vicinity Map 4. This permit is issued in accordance with the State Highway Access Code(2 CCR 601-1), and is based upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit. Any changes in traffic volumes or type, drainage, or other operation aspects may render this permit void,requiring a new permit to the be applied for based upon exisiting and anticipated future conditions. 5. Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction(current edition). 6. If necessary,minor changes, corrections and/or additions to this permit may be ordered by the Department inspector,other Department representative or local authority to meet unanticipated site conditions. Changes may not be in violation of the State Highway Access Code. All major changes to the plans must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. 7. This permit is subject to revocation due to: 1)Noncompliance with the provisions of this permit; 2) Abandonment; 3) Supersedure by new permit covering the same installation; or 4) Conflict with necessary planned highway construction and/or improvements. The Pumittee shall promptly terminate occupancy upon notice of cancellation of the permit from the Department,unless a new permit is applied for and granted. 8. Reconstruction and improvements to the access may be required when the Permittee has failed to meet the required design and/or material specifications. If any construction element fails within two years due to improper construction or material specifications,the Permittee is responsible for all such reparis. 9. The Department retains the right to perform any necessary maintenance work in this area. 10. Backing maneuvers within and into the State Highway right-of-way are strictly prohibited. All vehicles shall enter and exist the highway right-of-way in forward movement. Backing into the right-of-way shall be considered a violation of the terms and conditions of this access permit and may result in revocation of the permit by the Department and/or the issuing authority. 11. All other accesses to the property shall be removed immediately. Removal shall include,but not limited to, the return of the highway right-of-way side slopes,ditches, and fences to match existing adjacent conditions, INCLUDING REMOVAL OF ASPHALT APRONS. Any asphalt removed from the highway shall result in a smooth finished edge. 12. The Permittee is responsible for obtaining any necessary additional federal, state, and/or City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. State Highway Access Permit Page 2 Attachment to Permit No. 405088 - Additional Terms and Conditions 13. All costs associated with the reconstruction of this access are the responsibility of the Permittee. This includes design,construction, signing and striping,utility relocation,testing of materials,and inspections. 14. No work will be allowed at night, or on Saturdays, Sundays,and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 15. Traffic detours or lane closures will not be allowed,unless pre-approved by the Department. 16. Two-way traffic shall be maintained throughout the work area at all times unless specific written authorization is obtained from the Department. 17. No construction vehicles shall be parked,or construction materials/equipment stored, on the State Highway right-of-way overnight. 18. No work shall be performed near a Department electronic traffic control device without coordination with Cobie Garbiso at(970) 350-2137. 19. The Department will not participate in any costs related to the design and installation of a traffic signal,should one be approved at this access in the future. 20. Landscaping and site construction shall not obstruct sight distance at any State Highway access point. Landscaping within the State Highway right-of-way requies the Permittee to obtain a CDOT Landscaping Permit from the Maintenance Section. The access permit does not authorize that activity, although a proposed landscaping plan shall be included in the access permitting document. Irrigation of features within the right-of-way may require the Permittee to install a subsurface drain in accordance with CDOT Standard M-605-1 or other approved system. The Permittee shall contact Charles Weber at the Lovleand Maintenance Office, (970)667-4650,to obtain the Landscaping Permit. 21. Routine,periodic maintenance and emergency repairs may be performed within the State Highway right-of-way,under the general terms and conditions of the permit. Any significant repairs such as culvert replacement,resurfacing,or changes in design or specifications,will require written authorization from the Department. The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway. In an emergency, the Department Region Office and the State Patrol shall immediately be notified of possible hazards. 22. All work is to conform to the plans referenced by this permit on file with the Department or as modified by this permit. (If discrepancies arise,this permit shall take precedence over the plans.) The Department plan review is only for the general conformance with the Department's design and code requirements. The Department is not responsible for the accuracy and adequacy of the design,dimensions,elevations,and any other elements which shall be confirmed and correlated at the work site. The Department through the approval of this document,assumes no responsibility for the completeness and/or accuracy of the plans. 23. Survey markers or monuments must be preserved in their original positions. Notify the Department at(970) 350-2173 immediately upon damage to or discovery of any such markers or monuments at the work site. Any survey markers or monuments disturbed during the permitted work shall be repaired and/or replaced immediately at the expense of the Permitte 24. Should any excavation encounter plant or animal fossils, the remains of historic or prehistoric structures, artifacts,(pottery,stone tools, arrowheads, etc.),the work shall be stopped and the Permittee shall notify the Department inspector. State Highway Access Permit Page 3 Attachment to Permit No. 405088 -Additional Terms and Conditions 25. The Permittee or the contractor shall notify Linda McWilliams at(970) 350-2147 or(970)301-1127 at least two working days prior to beginning any access improvements or construction of any kind within the State Highway right-of-way. Failure to comply with this requirement may result in revocation of this permit. 26. The Department inspector may suspend any work due to: 1)Noncompliance with the provisions of this permit; 2)Adverse weather or traffic conditions; 3) Concurrent highway construction or maintenance in conflict with permit work;4)Any condition deemed unsafe for workers or the general public. The work may be resumed upon notice from the Department inspector. 27. Application of 4 inches of topsoil, soil preparation, fertilizer, seeding and mulching is required within the right-of-way limits on all disturbed areas not surfaced. The following types and rates shall be used: CLAY COMMON NAME Blue gram v.n.m. native- 1.5 PLS/ACRE Western wheatgrass v. arriba-8 PLS/ACRE Little bluestem- 1.5 PLS/ACRE Buffalo grass-5 PLS/ACRE Sideoats grama-3.0 PLS/ACRE Green needlegrass-3.0 PLS/ACRE Sand dropseed-0.1 PLS/ACRE Oats-3.0 PLS/ACRE TOTAL=25.1 PLS/ACRE Seeding application: Drill seed .25"-.50" into the topsoil. In areas that are not accessible to a drill,hand broadcast at triple the above rate and rake 0.24" to 0.50" into the topsoil. Mulching requirement and application: 1.5 tons of certified weed free hay per acre to be mechanically crimped into the topsoil in combination with an organic mulch tackifier per Standard specification 213 mulching. Special requirement: Due to dry conditions hydroseeding and/or hydromulching will not be allowed. SAND COMMON NAME Western wheatgrass-4.0 PLS/ACRE Sideoats grama-2.0 PLS/ACRE Blue grama- 1.0 PLS/ACRE Little bluestem-2.0 PLS/ACRE Prairie sandreed-3.0 PLS/ACRE Green needlegrass -3.0 PLS/ACRE Sand dropseed-0.1 PLS/ACRE Oats-3.0 PLS/ACRE Sand bluestem-4.0 PLS/ACRE TOTAL=22.1 PLS/ACRE Seeding application: Drill seed 0.25" to 0.50" into the topsoil. In areas that are not accessible to a drill, and State Highway Access Permit Page 4 Attachment to Permit No. 405088 -Additional Terms and Conditions broacast at triple the above rate and rake 0.25" to 0.50" into the topsoil. Mulching application: 1.5 tons of certified weed free hay per acre to be mechanically crimped into the topsoil in combination with an organic mulch tackifier per Standard specification 213 mulching. Special requirement: Due to dry conditions hydroseeding and/or hydromulching will not be allowed. 28. If highway right-of-way fence exists or is proposed,the Permittee must contact Charles Weber at the Loveland Maintenance office, (970)667-4650,prior to removal or installation. 29. The access shall be reconstructed at 24 feet wide with 30 foot radii. 30. Construction traffic devices,when not in use, shall be removed or turned away from traffic. 31. The access shall be reconstructed perpendicular to the travel lanes of the State Highway for a minimum distance of 40 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2%grade for a minimum of 20 feet. 32. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 33. All required access improvements shall be installed prior to the herein authorized use of this access. 34. The access shall be resurfaced immediately upon completion of earthwork construction and prior to use. 35. Resurfacing of the access shall be maintaned as per Exhibit"A". 36. No paved surface shall be cut unless specified in this permit. Asphalt removal shall be saw cut to assure a straight edge for patching. 37. If frost,water or moisture is present in the subgrade,no surfacing materials shall be placed until all frost, water or moisture is gone or removed. 38. If necessary, the Permittee shall install a new 18 inch corugated metal pipe and shall provide for proper side slopes. Culverts over 18 inches in diameter shall have end sections. 39. The access shall be reconstructed and maintained in a manner that will not cause water to enter onto the roadway, and will not interfere with the existing drainage system within the State Highway right-of-way. Drainage to the State Highway right-of-way shall not exceed historical rate of flow. 40. All existing drainage structures shall be extended,modified,or upgraded as necessary,to accommodate all new construction and safety standards,in accordance to the Department's standard specifications. 41. The Permittee shall request final inspection by Linda McWilliams at(970) 350-2143,within 10 days following completion of access construction,and prior to authorized use. The Permittee or their representative shall be present. 42. A fully executed complete copy of this permit must be on the job site with the contractor at all times during construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. 43. The design and construction of access and/or development of this property shall not negatively impact adjacent nearby properties. Correction of the problem and cost resulting from damages shall be borne by the Permittee. COLORADO DEPARTMENT OF TRANSPORTATION Issuing authority application STATE HIGHWAY ACCESS PERMIT APPLICATION P1/24//05 Instructions: - contact the Department of Transportation or your local government to determine your issuing authority. - contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - complete this form(some questions may not apply to you)and attach all necessary documents and submit it to the issuing authority.Submit an application for each access requested. - if you have any questions contact the issuing authority. Please print or type 1)Pmpertyowner(Permittee) 2)Applicant Hr7K1/416'y R, 4 Ot-GA MfIR kHAlst kitlieUGY R, 01CrA- J. M HRK+1 Awt sweet address,city sweet dress,city 6506 1.1-Goy 4.5E &GArgocto co, street_ 56 y #` 56 vi Ltelt ll, Co state zip /�phonee state&zip one* Opt-0/1-1°P90 27379 9r20 592, ?o22 Cot-o,e%b eaf/3 I910 572_ 303, 3)Address of propey to be served by permit(if known) 4)Legal description of property: ow* subdivision block sadism township WELD IM92kt}Ar+i PunkI1 — 6 I` t 5 Iirt uoCr# I '"tk c,.f fir 5)What state highway are you requesting access from? 6)What side of the highway ❑ N ❑ E OW COLORF?06 S/rl/s �f(NY SC 7)How many feet is the proposed access from the nearest mile post? How many feet is the proposed access from the nearest cross street? feet(circle: NSE W )from: (5 76 feet(circle: N S Eefrom'�"2 (°°^0YQt7 3 8)—C.heck here if you are requesting a ❑ new access ❑ temporary access )3C improvement to existing access X change in access use ❑ removal of access 9)What is the asp/Iciest°date you intend to begin construction? �( a° Cs 10)Do yokhave knowledge of any State Highway access permits serving this property,or adjacent properties in which you have a property interest. -ficno 0 yes,it yes-what are the permit number(s)?: and/or,permit date: 11)Does the property owner own or have any interests in any adjacent properly? ❑ no yes,if yes-please describe: P /416 / - / ore '3647 12)Are re oterexisting or dedicated public streets,roads,highways or access easements bordering or within the properly? Qto ❑ yes,if yes-list them on your plans and indicate the proposed and existing access points. 13)11 you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each. business square footage business square footage 14)11 you are requesting agricultural field access-how many acres will the access serve? 15)If you are requesting residential developement access,what is the type(single family,apartment,townhouse)and number of units? type number of units type number of units 5/t%-La PRnth.y I Ct7, I I I 16)Provide the blowing vehicle count estimates for vehicles that will use the access.Leaving the property then returning is two counts.Indicate if your counts are ❑peak hour volumes or' average daily volumes. sapu passenger bm /`yn(I O •a multi unit e Sol other vehicles $m sin&unit - in n30 s. •a mmv.hid..(field wwnansl TQtaall count ofall vehicles CO LQ �,(f lr-t 17)Check with the issuing authority to determine which of the following documents are required to complete the review of your application. o (plans should be no larger than 24'x 36') e) Property map indicating other access.bordering roads and streets. a) Highway and driveway plan profile. f) Proposed access design b) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. c) Map and letters detailing utility locations before and after h) Signing and striping plans. development in and along the right-of-way. i) Traffic control plan. d) 5ubdvision,zoning,or development plan. j) Proot of liability insurance. If an access permit is issued to you it will state the terms and conditions for its use.Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws,that all Information provided on this form and submitted attachments are to the best of their knowledge true and complete. Applicants signature Date 6k1 Vet If the applicant is the owner of the property,we require this application also to be signed by the property owner or their legally authorized representative(or other acceptable written evidence).This signature shall constitute agreement with this application by all owners-of-interest unless stated in writing. If a permit is authorized,the property owner will be listed as the permittee. Property owner signature Date N a --77 _n,_ — N m� -r n� - �- '� "ITCExisting Centerline Indicates Existing of Highway a ICC Edge of Asphalt _ i k ^ �-0 -R A- -B—�-�A �-E --♦F-I-&-N-WY I — _— --o North Line of the N.E. Y, of �� Sec. 19, T4N, R68W, 6th P.M.\ _ (� 7a 1 . fa - _ 1r - 1prTl�1 Ts g 8 30' (Radius 6' Wide 51pP �j b5 i yak--a`` ► ' '+— Gravel sr�n it 1x-cn FT�� gg 165•1 30' Radius I J-- Walkway ins4-alIca bN M d erg ptrMit�li- .•s, ls"s �Rtx�l a d I J ' in f Existing Driveway &nig L ~ Proposed 18 75' w m 18 RCP Culvert to (4 CMP Culvert RoW W RI be Removed W A Indicates Existing Existing Existing Silo Power Pole Telephone Pedestal `� --► . 4' G' •vel Shoulder _ , ' O f o �/ ;! 25' of Row to x lc...Radius be Dedicated q2 Po 0 N Ri I 20' 5 Proposed Bus Shelter '� , q IE br 'I Existing L ° ' a ' .j Shop 1 ": x1 20' 5' Bus i ° I 28' 15' Shelter Easement 00 m Ni 4' Gra'.el Shouldi r LOT 1 LOT A =::24' Edge I 0 to dge Irt. o o - 3 • u I If 10' Drainage & " °i c/i m Nimlfl -_5 5 60' RoW Utility Easement o I II t• _ 3a' i 1 QN x a CC,A 0 U l Qc0Eg 60' RoW 30' 30' 18' 12' 12' 18' 1 4' Borrow 4' _ 4' 14' Borrow Ditch Ditch 2% 2% 2.25'Min; 'Gravel Shoulder Gravel Shoulder TYPICAL STREET CROSS - SECTION NOT TO SCALE :i:I:ii * „ Minumum—Hot Bituminous eari 3 Pavement Grading C 8" Minimum—ABC, Class 5 \` Minimum—Scarify & Recompact \\ \ 6.. Subgrade to a Minimum of 95% of \ Standard Proctor Density © 2% ± \ .� i of Optimum Moisture (AASHTO T-99) HBP Grading S — 1 —Y2" Min. / 2—Y2" Max. Thickness HBP Grading SG — 3" Min. / 4" Max. Thickness ALTERNATE ' PAV'EMENT.. . SECTIONS . .. . Not to- Scale • ' 287 . ts... IA. �4't 1 y a :, r Markham'. Access , ,cs 3m w J ft is � EXHIBfl" 287 0 SMITH IN 8 H«- 41111 C nYs e Sun to ye oir S 28, I a w LOAD D COUNTY ROAD 46 4 E COUNTY ROAD 10 COUNTY ROAD 46 ,C COUNTY F ,-1 r 2 z <' m 00 Humor Zr z =ta % O al D0 0 AN t• °Bacon _ake Dam RgN4 IN z Bacon Lake to z Newell Lake 0 ≥PCH ETTS Si 74 ;F E ELCH 56 56 56 56 °Little Thompson Grange I• A 0 o JG� 0o z E ICHIGAN c ~ D 1(it O m D 0 �yt t' xt Ro. 0 u 4 a 2 kwe(( co oC J Ditchyam` J Jom s Ma 14.00 ART E COUNTY ROAD 6C F0 CrC r P lver ell DIrc g ,� = Ro `" Tue Jul 26 09:13 2005 61." re— tie Scale 1:28,125(at center) O 12000 Feet I RO i ( COUNTY ROAD 42 f eJ I 1000 Meters I /l` Local Road n CR --- Major Connector le State Route Baxter Lake z Tr- °Baxter Dam A GUS Highway T O m o - Railroader _FRED RD co ❑ Point of Interest in A0 V Geographic Feature E NTY ROAD 4 C1 COUNTY ROAD 40 O 2001 DeLorme.Street Atlas USA;'D 0202 01 OD{T,Inc,Rel.012001 b• ckwell Dam `— Landowner Management Plan Name: �G,('V 2 y t 1 \ v re-\. Phone: Address: Legal Description: Parcel #: Describe the land and its current use. Include information about water table, river, wetlands, trees, wildlife, grazing, acres, etc. 3CO Lira 5Tcce� What would you like the future use of this land to be? I-1 ,H cc«s. Describe the weed infestation. Include density, acres infested, etc. Weed Type Density loss Other Canada thistle Musk thistle Scotch thistle Leafy spurge Russian knapweed Diffuse knapweed Spotted knapweed Dalmatian toadflax Yellow toadflax • Saltcedar Purple loosestrife S\el\\ L, . ((M �°��,cd C1USl- lc(\tc C Year 1 Control Methods Describe plans to control, eradicate and prevent the weeds from spreading. Canada thistle — Pre-.):3 , summer }c, 5�o� �co c•c, cc>>(\ )� Q Fes\\ Musk thistle r eat mc.S C 2 qV f c c ra . (1J (ccAn j t)t. Scotch thistle 'w oc vse 51-c40 or c1 } b Leafy spurge Russian knapweed Diffuse knapweed Spotted knapweed Dalmatian toadflax Yellow toadflax Saltcedar Purple loosestrife 1)00 Binc�t��e — In bGvice 3-1,e ��mc�� eec rnA S. Other improvement plans being implemented: YS C s G;v- I\ • *o eec\ �� mo.ki {)c elvemi cal 1-rc� ery Year 2 Control Methods cc-Lni '_ C�j �c Year 3 Control Methods CC Q. as c) 1 . Effectiveness of this three year plan: A/ Landowner Signature:,f � Date: o Landowner Management Plan Name: V\0,1\i 2 \-\\CLC c v re-\ Phone: Address: Legal Description: Parcel #: Describe the land and its current use. Include information about water table, river, wetlands, trees, wildlife, grazing, acres, etc. What would you like the future use of this land to be? cc1es. Describe the weed infestation. Include density, acres infested, etc. Weed Type Density • Other S Canada thistle j Musk thistle /9-"/' Scotch thistle Leafy spurge Russian knapweed Diffuse knapweed Spotted knapweed Dalmatian toadflax Yellow toadflax • Saltcedar Purple loose5irife Articles of Incorporation of Markham View Estates Homeowners Association, Inc. In compliance with the laws of Colorado, the undersigned, Harvey R. Markham, has this day, by execution of these Articles, volountarily declares himself to be an incorporator for the purpose of forming a non-stock, non-profit corporation pur- suant to the general laws of Colorado, and does hereby certify: Article I Name The name of the corporation is Markham View Estates Homeowners Association, Inc. Article II Commencement The time of commencement of this corporation shall be the day these Articles are filed by the Secretary of the State of Colorado, Business Division. The period of corporate existence shall be perpetual. Article III Offices The principal office of the Association is 650 Highway 56, Berthoud, Colorado 80513 Article IV Registered Agent The name of its registered agent is Harvey IL Markham whose address is 650 Highway 56, Berthoud Colorado 80513. Said registered agent is a citizen of the state of Colorado and actually resides therein. Article V Place of business The corporation's principal place of business shall be Weld County, Colorado Article VI Purpose and Powers of the Association The main purpose of the corporation is to provide for administration, maintenence, preservation and architectural control of the Lots and Common Elements with that certain tract of property described as follows: <insert legal description when final plat recorded> and to promote the health, safety and welfare of the residents within the above described property, in accordance with the terms and conditions of that certain Declaration of Covenants, Conditions and Restriction for Markham View Estates,now or hereafter made applicable to the Properties and recorded or to be recorded in the Register of Deeds of Weld County, Colorado, as the same may be amended from time to time as therein provided (hereinafter called the "Declaration"; unless otherwise defined, capitalized terms shall have the same meaning as set forth in the Declaration,said Declaration being incorporated herein as if set forth at length and for this purpose to: (a) Exercise all of the powers and privileges and to perform all the duties and obligation of the Association as set forth in the the Declaration; (b) Fix,levy,collect and enforce payment of, by any lawful means,all charges or assessments pursuant to the terms of the Declaration; to pay all expenses in connection therewith and all office and other expenses incident to the conduct of the business of the Association, including all licenses,taxes or governmental charges levied or imposed against the prop- erty of the Association; (c) Acquire(by gift,purchase otherwise),own,hold,improve,build upon,operate,main- tain,pledge,deed in trus , h othecate any or all of the real or personal property owned by the Association as sec ty for money borrowed or debts incurred; (d) Have and exercise any and all powers,rights,and privileges which a non-stock,non- profit corporation organized under the laws of the State of Colorado by law may now or hereafter have or exercise. Article VII Membership The qualification of the Members and the manner of their admission to Membership and termin- ation of such Membership shall be as follows: 1. Prior to the recording of the Declaration in the Public Records of Weld County, Colorado, the sole member of the Association shall be OHMCO,LLC, a Colorado limited liability corpor- ation, as well as any successors or assigns to whom or which an express transfer of any or aft of the rights of a declarant under the Declaration have been made, all of which rights are assighn- able or may be apportioned on any reasonable basis,including,without limitation,or a lot-by-lot basis("Declarant"). Thereafter,the Association shall have two classes of voting Members - Class A Members and Class B Members, each defined in Article VIII below. 2. Class a Membership shall be established by the acquisition of fee title to a Lot,or by acquisition of a fee ownership interest therein,whether by conveyance, devise,judicial decree or otherwise, and the Membership arising from such ownership shall automatically terminate upon the divestment of all title to or fee ownership interest in such Lot 3. The interest of a Member in the funds and assets of the Corporation cannot be assigned, hypothecated or transferred in any manner,except as an appurtenence to the Lot. The funds and assets of the Corporation shall belong solely to the Corporation snbjectg to the limitation that the same be expended, held or used for the benefit of the Membership and for the purposes authorized herein, in the Declaration and in the Bylaws which may be hereafter adopted. Article VIII Voting Rights The association shall have two classes of voting membership: 1. Class A The Class A Members shall be every person or entity who or which is a record owner of a fee or undivided fee interest in any Lot which is subject to the Declaration,except for Declarant or any Affiliate during and Period of Declarant ControL The foregoing is not intended to include persons or entities who hold an interest in a Lot merely as security for the performance of an obligation.Such Membership shall be appurtenant to and may not be separated from own- ership of any Lot which is subject to assessment by the Association. On all matters whcih the Class A Membership shall be entitled to vote,the Member(s)owning each Lot shall be entitled to one(1)vote. When more than one person holds an interest in any Lot,all such persons shall be Members. The vote for such Lot shall be exercised as them among themselves determin, but in no event shall the vote exceed one(1) per lot. 2. Class B Declarant shall be the Class B Member and Declarant shall be entitled to one(1) vote for each Lot contained in the Final Plat that is owned by Declarant and/or any Affiliate or for which Declarant or any Affiliate holds a contract right to purchase. he Class B membership shall cease and be converted to a Class A membership on the happening of either of the following events,whichever occurs earlier: \' / (i) when the total votes outstanding in the Class A membership exceeds the total votes outstanding in the Class B membership; or, (ii) five(5)years from the date the Declaration is recorded in the Office of the Register of Deeds,Weld County, Colorado. Article IX Indebtedness The maximum indebtedness of the co lion, including any principal amount of mortages outstanding at any time shall not eae value of the assets of the corporation. Article X Liability of members This association is not authorized to issue any capital stock and shall not be operated for profit. No member shall have any personal liability for the debts or obligations of the Association. Article XI Dissolution The Association may be dissolved with the assent given in writing and signed by the Members entitled to case not less the seventy five percent(75%) of the votes of each Class of Members of the Association; provided,however,during Declarant's Development Period(as defined in the Declaration)the Association my not be dissolved without Declarant's consent. Upon dissolution of the Association,other than incident to a merger or consolidation,the assests of the Associa- tion shall be dedicated to an appropriate public agency to be used for purposes similar to those for which this Association was created. In the event that such dedication is refused acceptance, such assets shall be granted,conveyed and assigned to any non-profit corporation,association, trust or other organization to be devoted to such similar purposes. Article XII Amendments These Articles of Incorporation may be amended only with the affirmative vote or written consent of the Members to which at least sixty-six percent(66%) of the votes of each Class of Members of the association are allocated,such consent having been obtained after written notice to all Mem- bers of the proposed amendment; provided, however, Declarant may unilaterally terminat or restrict any right herein reserved in favor of Declarant by recording in the Weld County Registry, a notice of such termination or restriction; and provided further, during Declarant's Development Period,no amendment to these Articles shall be effective without Declarant's consent, and no amendment purporting to revoke or curtain any right herein conferred to Declarant shall be effec- tive unless executed by Declarant. Article XIV Incorporator The name and address of the incorporator is as follows: Harvey R. Markham 0650 Highway 56 Berthoud, Colorado 80513 IN WITNESS WHEREOF,I,the undersigned incorporator, have hereunto set my hand and seal, this day of ,2005. Harvey R. Markham,Incorporator BY-LAWS OF Markham View Estates Homeowners Association, Inc. ARTICLE I NAME AND LOCATION The name of the corporation is Markham View Estates Homeowner Association, Inc., hereinafter referred to as the "Association". The principal office of the corporation shall be located at 650 Hwy 56, Berthoud, Colorado, 80513, but meetings of members and directors may be held at such places within the State of Colorado, County of Weld, as may be designated by the directors. ARTICLE II DEFINITIONS Section 1. "Association" shall mean and refer to Markham View Estates Homeowners Association, Inc., its successors and assigns. Section 2. "Properties" shall mean and refer to that certain real property described in the Declaration of Covenants, Conditions and Restrictions for Markham View Estates, and such additions thereto as may hereafter be brought within the jurisdiction of the Association. Section 3. "Common Area" shall mean all real property within the subdivision for which the Association has maintenence responsibility. Section 4. "Lot" shall mean and refer to any plot of land shown upon any recorded subdivision map of the Properties with exception of the Common Area. Section 5. "Owner" shall mean and refer to the record owners, whether one or more persons or entities, of the fee simple title to any Lot which is a part of the Properties, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. Section 6. "Declarant" shall mean and refer to Harvey R. Markham, a Colorado resident, his successors and/or assigns, who is owner of of certain lots of land designated as Lots 1- 6 of filing for Markham View Estates Subdivision, Plat_, Recording No. _, filed with the County Clerk and Recorder, Weld County, Colorado. Section 7. "Declaration" shall mean and refer to the Declaration of Covenants, Easements and Restriction for Markham View Estates Subdivision applicable to the Properties recorded in the Office of the Recorder of Deeds for Weld County, Colorado. Section 8. "Member" shall mean and refer to those persons entitled to membership in the Association as provided in the Declaration. ARTICLE III MEETING OF MEMBERS Section 1. Annual Meetings. The first annual meeting of the members shall be held within one year from the date of incorporation of the Association, and each subsequent regular annual meeting of the members shall be held on the same day of the same month of each year thereafter, at the hour of 7:00 o'clock, P.M. If the day for the annual meeting of the members is a legal holiday, the meeting will be held at the same hour on the first day following that which is not a legal holiday. Section 2. Special Meetings. Special meetings of the members may be called at any time by the president or by the Board of Directors, or upon written request of two thirds (2/3) of the Members of the Association who hold a Class A vote. Section 3. Notice of Meetings. Written notice of each meeting of the members shall be given by, or at the direction of, the secretary or person authorized to call the meeting, by mailing a copy of such notice, postage prepaid, at least 15 days but not more than 60 days before such meeting to each member entitled to vote thereat, addressed to the members' address last appearing on the books of the Association, or supplied by such member to the Association for the purpose of notice. Such notice shall specify the place, day and hour of the meeting, and, in the case of a special meeting, the purpose of the meeting. Section 4. Quorum. The presence at the meeting of members entitled to cast, or of proxies entitled to cast, two-third (2/3) of the combined votes of each class of membership shall constitute a quorum for any action except as otherwise provided in the Articles of Incorporation, the Declaration, or these by-Laws. If, however, such quorum shall not be present or represented at any meeting, the members entitled to vote thereat shall have power to adjourn the meeting from time to time, without notice other than announcement at the meeting, until a quorum as aforesaid shall be present or be represented. Section 5. Proxies. At all meetings of members, each member may vote in person or by proxy. All proxies shall be in writing and filed with the secretary. Every proxy shall be revocable and shall automatically cease upon conveyance by the member of his Lot. ARTICLE IV BOARD OF DIRECTORS: SELECTION: TERM OF OFFICE Section 1. Number. The affairs of this Association shall be managed by a Board of three (3) directors, but not more than six 6), who need not be members of the Association. The members shall determine the number of directors to be elected at the annual meeting. Section 2. Term of Office. At the first annual meeting the members shall elect one-third (1/3) of the directors for a term of one year, one-third (1/3) of the directors for a term of two years and one-third (1/3) of the directors for a term of three years; and at each annual meeting thereafter the members shall elect directors to fill the vacancy of directors whose terms are then expiring, for a term of three years. Section 3. Removal. Any director may be removed from the Board, with or without cause, by a majority of the votes of the members permitted to be cast by the members of the Association, In the event of death, resignation or removal of a director, his successor shall be selected by the remaining members of the Board and shall serve for the unexpired term of his predecessor. Section 4. Compensation. No director shall receive compensation for any service he may render to the Association in his capacity as a director. However, any director may be reimbursed for his actual expenses incurred in the performance of his duties. Section 5. Action Taken Without a Meeting. The directors shall have the right to take any action in the absence of a meeting which they could take at a meeting by obtaining the written approval of all the directors consistent with applicable law. Any action so approved shall have the same effect as though taken at a meeting of the directors. ARTICLE V NOMINATION AND ELECTION OF DIRECTORS Section 1. Nomination. Nomination for election of the Board of Directors shall be made by a Nominating Committee. Nominations may also be made from the floor at the annual meeting. The Nominating Committee shall consist of a Chairman, who shall be member of the Board of Directors, and two or more members of the Association. The Nominating Committee shall be appointed by the Board of Directors prior to each annual meeting of the members, to serve from the close of such annual meeting until the close of the next annual meeting and such appointment shall be announced at each annual meeting. The Nominating Committee shall make as many nominations for election to the Board of Directors as it shall in its discretion determine, but not less than the number of vacancies that are to be filled. Such nominations may be made from among members or non- members. Section 2. Election. Election to the Board of Directors shall be by secret written ballot. At such election the members or their proxies may cast, in respect to each vacancy, as many votes as they are entitled to exercise under the provisions of the Declaration. The persons receiving the largest number of votes shall be elected. Cumulative voting is not permitted. ARTICLE VI MEETING OF DIRECTORS Section 1. Regular Meetings. Regular meetings of the Board of Directors shall be held monthly without notice, at such place and hour as may be fixed from time to time by resolution of the Board. Should said meeting fall upon a legal holiday, then that meeting shall be held at the same time on the next day which is not a legal holiday. Section 2. Special Meetings. Special meetings of the Board of Directors shall be held when called by the president of the Association, or by any two directors, after not less than three (3) days notice to each director. Section 3. Quorum. A majority of the number of directors shall constitute a quorum for the transaction of business. Every act or decision done or made by a majority of the directors present at a duly held meeting at which a quorum is present shall be regarded as the act of the Board. ARTICLE VII POWERS AND DUTIES OF THE BOARD OF DIRECTORS Section 1. Powers. The Board of Directors shall have power to: (a) adopt and publish rules and regulations governing the use and maintenence of the Common Area. (b) exercise for the Association all powers, duties and authority vested in or delegated to the Association and not reserved to the membership by other provisions of these By-Laws, the Articles of Incorporation, or the Declaration; (c) declare the office of a member of the Board of Directors to be vacant in the event such member shall be absent from three (3) consecutive regular meetings of the Board of Directors; and (d) employ a manager, or independent contractor, or such other employees as they deem necessary, and to prescribe their duties. Section 2. Duties. It shall be the duty of the Board of Directors to: (a) cause to be kept a complete record of all its acts and corporate affairs and to present a statement thereof to the members at the annual meeting of the members, or at any special meeting when such statement is requested in writing by one- third (1/3) of the Class A members who are entitled to vote. (b) supervise all officers, agents and employees of this Association, and to see that their duties are properly performed; (c) as more fully provided in the Declaration, to: 1. fix the amount of the annual assessment against each Lot at least thirty (30) days in advance of each annual assessment period; and 2. send written notice of each assessment to every Owner subject thereto at least thirty (30) days in advance of each annual assessment period; and 3. foreclose the lien against any property for which assessments are not paid within thirty (30) days after due date or to bring an action at law against the owner personally obligated to pay the same; (d) issue, or to cause an appropriate officer to issue, upon demand by any person, a certificate setting forth whether or not any assessment has been paid. A reasonable charge may be made by the Board for the issuance of these certificates. If any certificate states an assessment has been paid, such certificate shall be conclusive evidence of such payment; (e) procure and maintain adequate liability and hazard insurance on property being maintained by the Association; (f) cause all officers or employees having fiscal responsibilities to be bonded, as it may deem appropriate; (g) cause the Common Area to be maintained; (h) cause the exterior of the dwellings to be maintained; and (i) manage the affairs of the Association. ARTICLE VIII OFFICERS AND THEIR DUTIES Section 1. Enumeration of Offices. The officers of this Association shall be a president, vice-president and secretary, who shall at time be members of the Board of Directors, and a treasurer, and such other officers as the Board may from time to time by resolution create. Section 2. Election of Officers. The election of officers shall take place at the first meeting of the Board of Directors following each annual meeting of the members. Section 3. Term. The officers of this Association shall be elected annually by the Board and each shall hold office for one (1) year unless he shall sooner resign, or shall be removed, or otherwise disqualified to serve. Section 4. Special Appointments. The Board may elect such other officers as the affairs of the Association may require, each of whom shall hold office for such period, have such authority, and perform such duties as the Board may, from time to time, determine. Section 5. Resignation and Removal. Any officer may be removed from office with or without cause by the Board. Any officer may resign at any time giving written notice to the Board, the president or the secretary. Such resignation shall take effect on the date of receipt of such notice or at any later time specified therein, and unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make it effective. Section 6. Vacancies. A vacancy in any office may be filled by appointment by the Board. The officer appointed to such vacancy shall serve for the remainder of the term of the officer be replaces. Section 7. Multiple Offices. The offices of secretary and treasurer may be held by the same person. No person shall simultaneously hold more than one of any of the other offices except in the case of special offices created pursuant to Section 4 of this Article. Section 8. Duties. The duties of the officers are as follows: President - the president shall preside at all meetings of the Board of Directors; shall see that orders and resolutions of the Board are carried out; shall sign all leases, mortgages, deeds and other written instruments and shall co-sign all promissory notes. Vice President - the vice president shall act in the place and stead of the president in the event of his absence, inability or refusal to act, and shall exercise and discharge such other duties as may be required of him by the Board. Secretary - the secretary shall record the votes and keep the minutes of all meetings and proceedings of the Board and of the members; serve notice of meetings of the Board and of the members; keep appropriate current records showing the members of the Association together with their addresses, and shall perform such other duties as required by the Board or the office of the secretary. Treasurer - the treasurer shall receive and deposit in appropriate bank accounts all monies of the Association and shall disburse such funds as directed by resolution of the Board of Directors; shall sign all promissory notes of the Association; keep proper books of account; cause an annual audit of the Association books to be made by a public accountant at the completion of each fiscal year; and shall prepare an annual budget and statement of income and expenditures to be presented to the membership at its regular annual meeting, and deliver a copy of each to the members. ARTICLE IX COMMITTEES The Association shall appoint a Nominating Committee, as provided in these By-Laws. In addition, the Board of Directors may appoint other committees as deemed appropriate in carrying out its purpose. ARTICLE X BOOKS AND RECORDS The books, records and papers of the Association shall at all times, during reasonable business hours, be subject to inspection by any members. The Declaration, the Articles of Incorporation and the By-Laws of the Association shall be available for inspection by any members at the principal office of the Association, where copies may be purchased at reasonable cost. ARTICLE XI ASSESSMENTS As more fully provided in the Declaration, each member is obligated to pay the Association annual and special assessments which are secured by a continuing lien upon the property against which the assessment is made. Any assessments which are not paid when due shall be delinquent. If the assessment is not paid within thirty (30) days after the due date, the assessment shall bear interest from the date of delinquency at the rate of 10 percent per annum, and the Association may bring an action at law against the Owner personally obligated to pay the same or foreclose the lien against the property, and interest, costs, and reasonable attorney's fees of any such action shall be added to the amount of such assessment. No Owner may waive or otherwise escape liability for the assessments provided for herein by non-use of the Common Area or abandonment of this Lot. ARTICLE XII NO CORPORATE SEAL The Association shall not have a corporate seal. ARTICLE XIII AMENDMENTS Section 1. These By-Laws may be amended, at a regular or special meeting of the members after prior notice to all members of the proposed amendment, by a two-thirds (2/3) majority of the votes case by members present in person or by proxy. Section 2. In the case of any conflict between the Articles of Incorporation and these By- Laws, the Articles shall control; and in the case of any conflict between the Declaration and these By-Laws, the Declaration shall control. ARTICLE XIV MISCELLANEOUS The fiscal year of the Association shall begin on the first day of May and end on the 30th day of April of every year, except that the first fiscal year shall begin on the date of incorporation. L- 1 �3 Subdivision Covenants Declaration of Protective Covenants, Easements and Building Restrictions This declaration of Protective Covenants and Building Restrictions is made this 30th day of July, 2003 by Harvey R. Markham as owner of certain property further described below, its successors and/or assisgns is hereinafter referred to as the "DECLARANT". Whereas the DECLARANT is the owner of certain lots of land designated as follows: Lots 1-6 of filing for Markham View Estates Subdivision, Plat , Recording No._, filed with the County Clerk and Recorder, Weld County, Colorado, (hereinafter referred to as the "SUBDIVISION"). Whereas, it is the intent of the DECLARANT to create and establish certain Protective Covenants and Building Restrictions to help maintain the authenticity of the Subdivision for the mutual benefit and enjoyment of the purchasers and residents of lots within the subdivision and Weld County. Definitions: A. "DEVELOPER" will mean and refer to the officers of OHMCO, LLC, a Colorado limited liability corporation established for the purpose of developing the property known as the Markham View Estates Subdivision, its successors and/or assigns of the land as described above, which is covered by these Protective Covenants and Building Restrictions. B. "Subdivision" shall mean and refer to that land described herein. C. "Homeowner" shall mean and refer to the record owner, whether one or more persons or entities, of a fee simple title to any lot which is part of the Subdivision, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. D. "Homeowner's Association" shall mean the collective group of owners of the Lots in the subdivision who will abide by and maintain the convenants. E. "Lot" shall mean and refer to any parcel of land shown on the plat of the Subdivision as herein described. The following restrictive covenants, easements, restrictions and requirements shall run with the land and shall be binding on all parties claiming under them. Amendment of the covenants by the Homeowners shall require a vote of fifty-one (51)percent with each Lot/Homeowner owning one vote. Let it be known that: 1. The DECLARANT reserves the right to file a subsequent deed of restriction regulating the use to which the lots in said subdivision can be put. 2. All lots in the Subdivision, according to the survey and plats thereof, are designated as "Rural Residential". No commercial activity or home business shall be conducted on any of those lots so designated. Home schooling is allowed_ 3. All Homeowners shall observe the "right to farm " of the adjacent agricultural operations as stated in the Weld County Comprehensive Plan, effective March 25, 2000, the text of which is included as an addendum to this document. 4. All Homeowners Association shall be responsible for the stormwater retention pond located on Lot 6. Typically the association would contract with a local mowing and grounds maintenence organization who, for a fee, would mow, clean up debris, and spray for weeds. Prior to Lots being tranferred to the Homeowners, the Developer shall be responsible for said maintenence. In addition, while the road and right-of-way are private, homeowners will be responsible for mowing and maintaning the ditches along the roadway. 5. All members shall adhere to the landscape guidelines provided by the Developer. Each homeowner is required to review any proposed landscaping with the association prior to completion of work_ Tall deciduous trees must be placed as shown on the guideline landscape plan to be provided by the developer. Discretion as to placement of low lying shrubs or bushes is left to the individual homeowner. Removal of trees must be approved by the majority of Homeowners. 6. The Homeowners Association shall be responsible for the maintenence of the school shelter located on the northwest corner of Lot 1. 7. The Homeowners Association shall be responsible for the maintenence of the Sub- division identifying sign located just North of the school shelter on Lot 1. 8. Homeowners shall abide by signage codes as delineated by the Weld County Code Section 27-6-90 and further specified in the "Sign Standards" included as an adden- dum. 9. Homeowners should be aware that the Weld County Sheriffs personnel have limited traffic enforcement capabilities for the road in the subdivision. 10. The Homeowners Association is required to contract with a local snow removal com- pany who will be responsible for keeping the road open to thru traffic. 11. The Homeowners Association is responsible for keeping the Hangis Court right-of- way clipped and free of weeds and other debris. Building Restrictions: 1. No auxilliary structures, landscaping, dirt mounds etc., are allowed in the desig- nated absorption field sites. Sites may be moved slightly to accommodate the unique properties desired in the design of the residence but once fixed, the above conditions hold sway. 2. No structure whatever other than a private, single-family dwelling (minimum 2400 sq. ft. under roof) excluding porches, decks, and garage for no more than three (3)cars shall be built on each lot. Any residence which exceeds 3600 sq. feet shall require automatic residential sprinkler systems installed. Structures shall not be higher than two and one half stories. Building plans should be reviewed to assure any glare or heat would affect adjacent homeowners. The proposed design must be of a style compatible with those in the surrounding area. Outbuildings should follow the same guidelines. Buildings should be painted,or of finish, which is not garish or outlandish. Prior to completion of all residences the proposed design and paint scheme will be required to be reviewed by Developer. Thereafter,the review will become the responsibility of the Homeowners Assocation. 3. Construction must be completed with 18 months and occupancy permit must be completed within the allotted time frame. 4. No inoperable vehicles,junk, tents or other temporary structures shall be per- mitted. Trailers, campers, and recreational vehicles must be adjacent to the residence such that they do not appear to be abandoned. 5. No commercial signage is allowed on any part of the Subdivision. 6. No external radio antennaes are allowed on any structure on any lot. 7. Domestic animals shall be limited to horses, cattle, and sheep. No exotic animals or fowl shall be allowed. 8. Homeowners are required to install a mail drop box on each lot. This box should designed to be compatible with the surrounding area and should have four(4) inch letters showing the lot address visibly. Easements: 1. As shown on the Final Plat, each Lot is encumbered by a fifteen (15) foot utility easement to allow electrical,phone, fire protection and water services.That ease- ment begins at the Northwest intersection of the state highway rights of way for Hangis Court and Colorado Highway 56, then continues South along the right-of-way to the cul-de-sac, encircles the cul-de-sac right of way,then con- tinues North along the right of way to the Northeast intersection of the rights of way for Colorado Highway 56 and Hangis Court. In addition, Lots l and 2, as well as Lots 5 and 6 have a fifteen foot easement along the Fast and West boundaries respectively to allow future installation of public sewer service and natural gas service as it becomes available. 2. I.ot 1 has an easement which allows a school shelter to be made available for the use of the homeowners. 3. Lot 6 has as easement along the northeast corner for the stormwater retention pond such that the pond can be maintained by the homeowners association. 4. Lot 3 and 4 have an easement along the South boundary in favor of Handy Ditch Company and Macintyre Lateral Ditch Company should maintainence be required. Use and occupancy of premises or buildings shall be subject to zoning, building, health, and sanitation restrictions of Weld County and any other governmental agency having jurisdiction. The above shall be binding on all parties and all persons and shall run with the land and every part thereof. The owner or owners of any of the above described real property may enforce the restrictions and limitations herein set forth by proceedings at law or in equity against any person or persons violating or attempting to violate any of the said restrictions and Limitations, either to recover damages for such violations or to restrain such violation or attempted violation. Falure to enforce any restriction, condition, covenant or agreement herein contained shall in no way be deemed a waiver of the right to do so thereafter as the same breach or as to one occurring prior to subsequent thereto. In the event any covenant or condition or restriction herein above contained, or any portion thereof, is invalid or void, such invalidity or voidness shall in no way atTect any of the other covenants, conditions or restrictions which shall remain in full force or effect. Invalidation of any one of the covenants contained herein by judgment court order or for any other reason shall in no way effect any of the other covenants, all of which remain in full force and effect. Enforcement shall be by preceeding at law to either restrain violation or recover damages or both. Addendums Right to Farm Covenent Weld county is one of the most productive agricultural counties in the United States. The rural areas of Weld County may be open and spacious but they are intensively used for agriculture. Persons moving into a rural area must recognize there are drawbacks, including conflicts with long-standing agricultural practices and a lower level of services than in town. Agricultural users of the land should not be expected to change their long-establislhed agricultural practices to accomodate the intrusions of urban users in to rural area. Well run agricultural activities can generate off-site inmpacts, including noise from tractors and equimpment; dust from animal pens, field work, havest, and gravel roads; odor form animal confinement, silage, and manure; smoke form ditch burning; flies and mosquitoes; the use of pesticides and fertilizers in the fields, including the use of aerial spraying. Ditches and reservoirs cannot simply be moved "out of the way" of residential development without threatening the efficient delivery of irrigation to fields which is essential to farm production. Weld County covers a land area of over 4000 square miles in size (twice the State of Dela:*are) with more than 3,700 miles of state and county roads outside municipalities. The sheer magnitude of the area to be served stretches available resources. Law en- forcement is based on responses to complaints more than on patrols of the county and the distances which must be traveled may delal all emergency responses, including la enforcemtn, ambulance, and fire. Fire protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed, will not provide the same kind of surface expected from a paved road. Snow removal priorities mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Snow removal for roads with sub- divisions are of the lowest priority for publice works or may be the private responsibility of the homeowners_ Services in rural areas, in may cases, will not be equivalent to municipal services. Children are exposed to different hazards in the county than in an urban or suburban setting. Farm equipment and and oil field equipment, ponds, and irrigation ditches, electrical power for pumps and center pivot operations,k high speed traffic, sand burs, puncture vines, territorial farm dogs, and livestock present real threats to children. Controlling children's activites is important, not only for their safety, but also for the protection of the fariiie.i's livelihood. Parents are responsible for their children. Sign Standards: Permanent Signs: No sign which advertises or calls attention to any commercial activity whether relevant to the residences or not, is allowed in the subdivision. No signs can be attached to any motor vehicle, trailer or portable base with wheels or to which wheels may be readily affixed shall be allowed in the PUD Zone District. No signs can be on any roof structure. Marquee or canopy signs must be mounted at least fourteen (14) above any driveway and at least nine(9) feet above any walkway over which they are erected. The top line of these signs shall not be higher than the top of the wall, roof eaves or parapet line of the building to which they are attached. Proposed signs must be approved by the homeowners's association and must be constructed in accordance with Weld County Code. Detached signs shall not be located in the visual sight triangle. On-site identification signs shalt have a minimum setback of twenty live (25) feet and a miniumu offset of ten (10) feet from the right-of-way. All signs must adhere to construction standards as outlined in We'd County Code Section 27-6-90-D. No sign other than traffic control signs shall be erected, constructed or maintained within, over or upon the right-of-way of any County or State highway. Temporary Signs: All temporary signs must conform to Weld County Code Section 27-6-90 as well as Chapters 23 and 26 of this code. All event signage must be of good taste, mounted appropriately such that wind or rain does not cause damage, and removed promptly when the event is completed. Sign Standards for Markham View Estates Permanent Signs: No sign which advertises or calls attention to any commercial activity whether relevant to the residences or not, is allowed in the subdivision. No signs can be attached to any motor vehicle, trailer or portable base with wheels or to which wheels may be readily affixed shall be allowed in the PUD Zone District. No signs can be on any roof structure. Marquee or canopy signs must be mounted at least fourteen (14) above any driveway and at least nine(9) feet above any walkway over which they are erected. The top line of these signs shall not be higher than the top of the wall, roof eaves or parapet line of the building to which they are attached. Proposed signs must be approved by the homeowners's association and must be constructed in accordance with Weld County Code. Detached signs shall not be located in the visual sight triangle. On-site identification signs shall have a minimum setback of twenty five (25) feet and a miniumu offset of ten (10) feet from the right-of-way. All signs must adhere to construction standards as outlined in Weld County Code Section 27-6-90-D. No sign other than traffic control signs shall be erected, constructed or maintained within, over or upon the right-of-way of any County or State highway. Temporary Signs: All temporary signs must conform to Weld County Code Section 27-6-90 as well as Chapters 23 and 26 of this code. All event signage must be of good taste, mounted appropriately such that wind or rain does not cause damage, and removed promptly when the event is completed. Non-conforming Signs: There are currently no non-conforming signs in the confines of the proposed PUD Zone Distric. f Deed Restrictions The following are restrictions for Lots 1 thru 6 of filing for Markham View Estates Subdivision Plat , Recording NO. , filed with the Courty Clerk and Recorder, Weld County, Colorado, (hereafter referred to as the "Subdivision". These restriction must be conveyed to the purchasers of the aforementioned lots as as exhibit attached to the warranty deed. Those restrictions are as follows: (1) All homeowners must observe the "Right to Farm Covenant" as stated on page 7-1 of the Weld County Comprehensive Plan, effective March 25, 2000. (2) All residences must be single family occupancy only. (3) No commercial activity or businesses are allowed within the Subdivision. (4) No commercial signs are allowed within the Subdivision boundaries. (5) No drilling or excavation for the purpose of recovery of oil/gas or minerals is allowed with the Subdivision. (6) All septic system primary and secondary absorption fields as shown on the Change of Zone Plat must be maintained and preserved. Landscaping, structures, dirt mounts, or other items are expressly prohibited in the absorption field site. Positions may be altered slightly to accommodate individual design/building placement but once established, they cannot be altered or moved. (7)No building, structures, or landscaping can be done within a twenty (20) foot setback from the lot lines of each lot. (8) All building must be built in accordance with Weld Country Building Codes (9) All homeowners are required to be a member of the homeowners association. (10) Residences must be a minimum of 2400 squre feet on the first floor. Structures in excess of 3600 total square feet will be required to install sprinker systems for fire protection as per the Uniform Fire Code Table A-III-A-1. (11) Easements shown on the Final Plan Plan must be observed and not encumbered. (12) Sign Standards of Weld County Code Section 27-6-90 must be adhered to. Development Financing: The developer shall setup up an escrow account with TBD Bank. The monies therein which serve as collateral for the subdivision facilities installation. The monies will be the result of a construction loan with the property under development providing collateral for the deed of trust. In accordance with Weld County PUD procedures, the TBD bank will issue a letter to the effect that their institution will back the financing of the proposed development. The TBD Bank wiill then work with Weld County Planning to disburse funds to contractors as the work is completed, inspected, and approved. Preliminary Cost Estimate: * Roadway - $63,449.00 * Electrical Service - 14,600.00 * Qwest Land Line - 900.00 * School Shelter - 3,800.00 * Miscellaneous Fees - 3,000.00 * Water and Fire 23,500.00 Subtotal $109,249.00 * Contingency @ 15% 16,387.00 Projected cost: $125,636.00 Note: These are preliminary numbers and will be more precise as the actual dates approach. FINAL DRAINAGE INVESTIGATION EROSION CONTROL REPORT for MARKHAM - P. U. D. to be located on a portion of the Northeast Quarter (N. E. ' ) of Section 19, Township 4 North, Range 68 West of the 6th P. M., Weld County, Colorado Prepared for: Harvey Markham 650 East Highway 56 Berthoud, Colorado 80513 July 2005 Project No. GRD - 416 - 01 Prepared by: MESSNER Engineering, Inc. 150 East 29Th Street, Suite 270 Loveland, Colorado 80538-2765 Telephone: (970) 663-2221 LlV1SE4V E VII Engineering, Inc. July 27, 2005 Project No. GRD - 416 - 01 Harvey Markham 650 East Highway 56 Berthoud, Colorado 80513 Dear Mr. Markham: The enclosed report represents the results of the Final Drainage Investigation and Erosion Control Report for the proposed"Markham-P.U. D."to be located on a portion of the Northeast Quarter of Section 19, Township 4 North, Range 68 West of the 6th P. M., Weld County, Colorado. This investigation was based upon the proposed site development plan; on-site observation;and available topographic information. The investigation was performed according to the criteria established by Weld County. Thank you for the opportunity to be of service. If you should have any questions,please feel free to contact this office. Respectfully Submitted, o`"o0 •REwj MESSNER Engineering, In . �`�Q on i,'v'�:,e Xr+� eea r.9 � y 8 s ` Cameron W. Knapp, P.E. �� .ea%......if/ N A�E.a�..°`A. nrnnnuw% goo 7/2.7)o5 "I hereby state that this "Final Drainage Investigation and Erosion Control Report for the MARKHAM-P. U. D. to be located on a portion of the Northeast Quarter of Section 19,Township 4 North, Range 68 West of the 6`" P. M., Weld County, Colorado" was prepared by me or under my direct supervision for the owner thereof and meets or exceeds the criteria established by Weld County." ��4OO E6/o ,.� v f • t '• ' Dennis R. M • r Registered Pr nal Engin a State of Colora:: ��•' egt`a 7-L7-eS — i Civil Engineering Consultants 150 E, 29th Street, Suite 270 Loveland, Colorado 80538 (970) 663-2221 TABLE OF CONTENTS Description Page — LEVIER OF TRANSMITTAL i TABLE OF CONTENTS ii & iii I. INTRODUCTION A. Scope 1 II. GENERAL LOCATION AND DESCRIPTION A. Location 1 B. Description of Property 1 III. EXISTING CONDITIONS A. Major Basin Description 2 _ B. Sub Basin Description 2 IV. DRAINAGE DESIGN CRITERIA A. Development Regulations 3 B. Development Criteria Reference and Constraints 3 — C. Hydrologic Criteria 4 D. Hydraulic Criteria 4 V. PROPOSED DRAINAGE DESIGN A. General Concept 5 VI. EROSION & STORMWATER QUALITY CONTROL A. Development Regulations 7 B. General Concept 7 — VII. CONCLUSIONS A. Compliance with Standards 10 VIII. REFERENCES 10 ii TABLE OF CONTENTS (CONTINUED): EXHIBITS Vicinity Map F.I.R.M. Community Panel #080266 070C Existing Conditions Exhibit Proposed Conditions Exhibit Grading, Drainage, and Erosion Control Plan Culvert Plan & Profile APPENDIX I Drainage Calculations APPENDIX II Charts, Graphs, Figures and Details iii I. Introduction: A. Scope 1. The following report represents the results of a drainage investigation for the proposed Markham -P. U. D. to be located on a portion of the Northeast Quarter of Section 19, Township 4 North,Range 68 West of the 6th P.M., Weld County, Colorado. The purpose of this investigation is to present the concepts and design details for the drainage facilities to be incorporated with the development of the site. The conclusions and recommendations presented in this report are based upon the proposed site development plan; grading and drainage construction plans; onsite observations; and the available topographic information. The analysis was performed according to the criteria established by Weld County, Colorado. II. General Location and Description: A. Location 1. The proposed Markham -P. U. D.is located in the Northeast Quarter of Section 19, Township 4 North, Range 68 West of the 6th P.M., Weld County, Colorado. 2. The site is more specifically located on the south side of Colorado State Highway 56, between Weld County Road 3 and Weld County Road 5 (Refer to the enclosed vicinity map.) 3. The site is bordered on its north side by Colorado State Highway 56. Across State Highway 56, further to the north, lies irrigated agricultural land and Newell Lake. A 4± acre rural residential tract is located immediately east of the site. Adjacent to the south side of the site is irrigated agricultural land. Lot A of Recorded Exemption No. 1467-19-1 RE- - 3667 outlines the northwest corner of the site. The existing homestead on Lot A comprises of a single story house and several outbuildings. Adjacent to the west side of the site is a 10 ±acre rural residential tract. B. Description of property 1. The property contains approximately 16.41 acres. The proposed subdivision is to consist of the development of six (6)rural residential lots, each being approximately 2.5 acres in size. A proposed cul de sac, Hangis Court, will provide access to the site from Colorado State Highway 56. The paved roadway will be 24-feet wide with 4-foot wide graveled shoulders. 2. The property is currently vacant and void of any buildings or structures. The majority of the land is used for irrigated pasture grass. The remainder of the site has a moderate to thick growth of native vegetation and weeds. 3. The site is considered to have relatively flat grades ranging from 0.5%to 4%. The terrain generally slopes in a south to north direction. 1 _ 4. The "Soil Survey of Weld County, Colorado - Southern Part"prepared by the U.S. Department of Agriculture, Soil Conservation Service, indicates that the surface soils consist mainly of Nunn Clay Loam, Aquolls and Aquepts, and Colby Loam. a. The soil on most of the eastern portion of the site is made up of Nunn Clay Loam. This deep, well-drained soil has moderately slow permeability. The"Soil Survey" identifies the surface runoff potential as medium and the hazard of erosion as low. The hydrologic group for the soil type is 'C'. The hydrologic group identifier is a factor used to calculate the peak runoff rates for the site. b. The north side of the property is dominated by the Aquolls and Aquepts series. These deep, poorly drained soils formed in recent alluvium and are typically found in depressions and along the bottom of natural drainageways. Areas of Aquolls and Aquepts are often subject to excessive runoff. This soil type is classified in the 'D' hydrologic group. c. Colby Loam dominates the west and central portions of the site. This is a deep, well-drained soil on uplands that formed in calcareous eolian deposits. Permeability is moderate, while the available water capacity is high. The "Soil Survey" identifies the surface runoff potential as medium and the erosion hazard as moderate. The hydrologic group for Colby Loam is 'B'. M. Existing Conditions A. Major Basin Description 1. The site does not lie within a designated major drainage basin. a. The property is part of a larger drainage area that is roughly bounded on the north Weld County Road 48, and on the south by an irrigation lateral ditch located immediately south of the Markham site. The east boundary is Weld County Road 3 and the west limit is Weld County Road 1. The total area of this major basin is approximately 1,300 acres that includes Newell Lake. Natural drainage from this area flows to the southeast. The surface run-off flows overland and discharges into the Little Thompson River at a point approximately two miles east of the site. 2. The site does not lie within a F. E. M. A. designated flood plain or flood way. (See Flood Insurance Rate Map Community Panel Number 080266 0725 C in the"Exhibits"section of this report.) B. Sub Basin Description 1. The existing drainage pattern divides the site into two (2) separate sub-basins designated as Sub-Basins 'A' and 'B' on the Existing Conditions Drainage Exhibit. a. Sub-Basin 'A' makes up approximately 2.08 acres at the southeast corner of the 2 _ site. This area lies to the south of an abandoned irrigation ditch and drains toward the southeast away from the remainder of the site. The 5-year and 100-year peak runoff rates, calculated using the Rational Method, are 0.65 c.f.s. and 4.04 c.f.s. respectively. b. The majority of the site, approximately 14.33 acres, is designated Sub-Basin `B'. Based on site observations and topographic information, Sub-Basin `B' drains to the north-central portion of the site where there is no positive outlet. During significant rainfalls, stormwater ponds at this low lying area until it eventually infiltrates into the ground. There is a thick growth of grasses and other vegetation typically suited to wetland areas that suggests the ground is commonly in a wet condition due to poor drainage and possible high ground water levels. The peak runoff rates for Sub-Basin `B' are 3.08 c.f.s. and 19.15 c.f.s. for the minor and major storm events. 2. The site is relatively self-contained and receives no significant offsite runoff from other sources. a. Colorado State Highway 56 acts as a barrier for offsite runoff from the south. b. The grade break that separates Sub-Basins 'A' and B' prevents drainage from the south from entering the site. c. The neighboring properties on the west and east sides generally drain in a south to north fashion, thereby producing little or no runoff that intrudes onto the site. W. Drainage Design Criteria: A. Development Regulations 1. This drainage investigation was prepared to comply with the requirements of Section 24- 7-110 of the Weld County Code. 2. Since Weld County does not publish technical data or storm drainage design manuals, design criteria set forth in the Urban Storm Drainage Criteria Manual has been utilized. B. Development Criteria Reference and Constraints 1. The historic drainage pattern on the site will be maintained. The proposed grading will conform with the existing slope and grades as closely as possible. Grading will be limited to the proposed roadway and the immediate vicinity of the proposed homes. The vast majority of the 16.4± acres that make up the proposed subdivision will remain undisturbed. a. The runoff concentration points, as well as the contributing areas from the sub- basins,will closely conform to the existing conditions. — 2. The drainage impact of this site will not adversely affect existing streets, utilities, or 3 downstream drainage facilities. C. Hydrological Criteria 1. Table 24.2 of the Weld County Code calls for the initial and major storm design frequencies of 5-year and 100-year to be determined. 2. The 1-hour 5-year and 100-year precipitation rates from the Rainfall Intensity-Duration- Frequency Curve for the Town of Johnstown, Colorado were utilized. a. The 1-hour 5-year precipitation rate is 1.30 inches. b. The 1-hour 100-year precipitation rate is 2.60 inches. 3. The Rational Method was used to determining the peak runoff rates for the Existing and Proposed conditions for each sub-basins. The Rational Method is the prescribed method for determining peak runoff rates in sub-basins less than 200 acres in size. a. The worksheets used to determine the peak runoff rates, (see Drainage Calculations in Appendix I of this report), come from the Urban Storm Drainage Manual. The composite imperiousness of a sub-basin was first computed using the sheets labeled "Area-Weighting for Runoff Coefficient Calculation." The following sheets labeled"Calculation of a Peak Runoff Using Rational Method" were used to determine the minor and major peak runoff rates. The time of concentration was determined using the Peak Runoff Prediction using the Computed Tc. 4. Table RO-3 of the Urban Storm Drainage Manual contain the recommended percentage of imperviousness values used for various land use or surface characteristics. a. Due to the large size of the residential lots, an overall runoff coefficient was not used for areas considered"residential" as is the case for more urban residential conditions. Instead, a composite imperviousness for the residential lots was determined considering each lot to have 3,500 square feet of roof area and 2,500 square feet of graveled area, (in addition to the pavement and gravel area from the proposed roadway). The remainder of each lot was considered as"open" area having the same imperviousness as in the historic conditions. 5. The criteria for the retention pond storage comes from section 3.3.4. of the Urban Storm Drainage Criteria Manual, which recommends that the pond should be designed to capture runoff equal to 1.5 times the 24-hour, 100-year storm plus 1-foot of freeboard. Reservoir routing using a storm hydrograph for the 100-year storm with no release rate was used for the sizing of the retention pond. D. Hydraulic Criteria 1. Several culverts will be required as part of the proposed drainage improvements for the Markham P.U.D. 4 _ a. The proposed roadway and driveway culverts were designed using Corrugated Metal Pipe(CMP). CMP is considered to have a Mannings `n' value of 0.024. b. Culvert capacities are based on the 100-year design frequency with a maximum allowable headwater to diameter ratio of 1.5. c. The minium diameter for driveway culverts is considered to be 15-inches and all culverts will be installed with manufactured flared end sections. 2. Rip rap sizing is based on Section 7.0 `Major Drainage' in Volume I of the Urban Storm Drainage Criteria Manual. 3. The contents in the tables, charts, and figures presented in this report, come from the Urban Storm Drainage Criteria Manual. These diagrams were used in the drainage design calculations. V. Proposed Drainage Design: A. General Concept 1. As previously stated,the proposed development is designed to have a total of six (6)rural residential lots averaging 2.5 acres in size. The developed property has been considered to be divided into three(3) separate drainage sub-basins that resemble the existing sub-basins. Surface runoff produced during large rainfalls will flow in the same pattern as the existing conditions. a. Sub-Basin 'A' will remain isolated and will not be affected by the proposed development. There will be no changes in the sub-basin size or runoff quantities produced. b. Sub-Basin `B' is divided into two (2) separate basins, (Sub-Basin `B-1' and Sub- - Basin `B-2'), as shown on the Proposed Conditions Drainage Exhibit. Sub-Basin 'B- 1' contains the portion of Sub-Basin `B' that is located on the east side of Hangis Court. Approximately 6.27 acres makes up Sub-Basin `B-1'. Runoff generated during a large storm event will be directed overland as sheet flow until being intercepted by the proposed roadside ditch along the east side of Hangis Court. The roadside ditch will convey flow to a low point in the ditch where a proposed 24" diameter CMP culvert will then pass runoff to the west side of the road and into a proposed retention pond. The peak runoff rates during the minor and major storm events where calculated to be 2.85 c.f.s. and 13.97 c.f.s. c. The area of Sub-Basin B' that lies on the west side of Hangis Court is designated Sub-Basin `B-2'. Approximately 8.06 acres makes up the Sub-Basin that produces peak runoff rates of 2.76 c.f.s. during the 5-year storm and 14.10 c.f.s. during the 100-year storm. Runoff from the west side of Hangis Court will be routed within the proposed roadside ditch to a proposed retention pond located within a drainage 5 _ easement on the north side of Lot 6. The majority of runoff from Sub-Basin `B-2' will flow overland directly into the retention pond. _ 2. A proposed 24" diameter CMP culvert will pass runoff from the east side of Hangis Court to the west side where a retention pond will be constructed. a. The culvert will have the capacity to convey the 100-year peak flow rate of 13.97 c.f.s. without overtopping the roadway. b. Flared End Sections will be installed on the culvert to improve hydraulic efficiency, prevent scouring and undercutting, and better manage the surrounding slopes. 3. An 18" CMP culvert will be installed at the crossing of Colorado State Highway 56 and Hangis Court. a. The culvert will maintain flow in the roadside ditch along the south side of Highway 56 as it continues to the east. b. Approximately 1.34 acres of area generates a peak runoff rate of 4.61 c.f.s. that _ concentrates at the upstream end of the proposed culvert. c. Flared End Sections will be installed on the culvert to improve hydraulic efficiency,prevent scouring and undercutting, and better manage the surrounding slopes. 4. Calculations were conducted to determine the required size of driveway culverts for each individual lot. (See Drainage Calculations in Appendix I of this report.) a. Lots 1, 3,4, 5, &6 will each only require a 15" diameter CMP culvert. b. An 18" diameter CMP culvert will be needed for Lot 2. 5. Offsite runoff from adjoining properties or outside sources has been considered to be negligible. 6. The historic drainage patterns of the property will be maintained; however, the addition of the proposed residential lots and paved cul de sac will increase the overall imperviousness of the developed portion of the site from 2%to 10.38%. Since the drainage pattern in the area adjacent to State Highway 56 is poorly defined, onsite retention of stormwater for the _ proposed development has been recommended. a. The volume of stormwater produced during a 24-hour, 100-year storm for Sub- - Basin 'B' (14.33 acres of area for the Existing Condition) is 8.66 acre-feet as calculated using the Hydrograph Method. For this same area during the proposed conditions,the volume produced is 9.00 acre-feet. The difference between the volumes during the existing and proposed conditions results in 0.34 acre-feet of 6 required storage. The suggested retention volume requires multiplying this volume by 1.5 to achieve a maximum volume of 0.51 acre-feet. This volume compares almost identically to the preliminary sizing of 0.50 acre-feet that was calculated in the Preliminary Drainage Investigation using the SCS Method. b. The proposed retention pond will be located within a drainage easement along the northern side of Lot 6. The side slopes will be 3:1 (Horizontal to Vertical) and the bottom of the pond, at Elevation 4953.00 ,will be approximately 7-feet wide. The 100-year volume of 0.51 acre-feet will be achieved as the water surface elevation reaches Elevation 4958.00. One-foot of Freeboard will be provided, giving the pond a volume of 1.03 acre-feet at Elevation 4959.00. c. The pond will have no positive outlet and stormwater will infiltrate into the ground after a large storm event. Based on soils testing previously conducted on the site, (percolation rate of 22.2 minutes per inch),the drain time for the pond with 5- feet of depth during the 100-year storm, will be approximately 22 hours. _ d. If the water surface elevation in the pond exceeds the height of freeboard, overtopping will begin to occur in the roadside ditch of Hangis Court at the northwest corner of Lot 1 and spill into the roadside ditch of State Highway 56. VI. Erosion& Stormwater Quality Control: A. Development Regulations 1. Volume III of the"Urban Storm Drainage Criteria Manual" is considered the accepted authority for determining the appropriate measures to be implemented in regard to erosion and stormwater quality control. 2. Since the site area to be disturbed is greater than 1 acre, a Colorado Department of Public Health and Environment(CDPHE) Stormwater Discharge Permit will be required. a. A Stormwater Management Plan(SWMP) is required and will be completed as _ part of the (CDPHE) Stormwater Discharge Permit. The SWMP will be updated as needed and kept on the site for the ready availability to the operator, and so that CDPHE and EPA personnel can review it during an inspection. B. General Concept 1. Erosion control considerations have been made based upon the short term, during construction activities, and the long term, when development of the subdivision is complete. 2. The short term erosion control methods are being recommended in order to prevent debris and sediment from flowing from the areas disturbed by construction activities onsite onto the adjacent street,properties, and downstream drainage facilities. 7 _ a. Silt Fencing is to be placed at the downstream side of individual lots in areas disturbed by lot grading and construction activities. b. Straw Bale Inlet Filters are to be placed at the upstream end of all proposed roadway and driveway culverts. c. Straw Bale Dikes will be placed at 125-150 foot intervals within the proposed roadside ditches until seeding and revegetation takes place. d. A vehicle tracking control pad will be installed at the site entrance to prevent mud from being deposited onto the pavement of State Highway 56. 3. The long term measures shall be incorporated to eliminate erosion from the site after construction activities have been completed. a. The residential structures and surrounding hard-surfaced areas will provide a deterrent to erosion. The establishment of pasture grasses, lawns and the combination of landscape plantings and ground covers will aid in deterring erosion. b. The long flow path over naturally vegetated areas that runoff takes traversing the site will allow sediment and particulate matter to filter and settle out. This will produce much of the same desirable affects that a"grass buffer"would have in an urban setting. c. Runoff from the proposed asphalt road will be captured in roadside ditches and routed to the proposed retention pond. The grassed lined roadside are considered Best Management Practices (BMP's) for removal of low levels of suspended solids. The long length,mild slope, and low velocity during the minor storm event will aid in settling sediment before stormwater even reaches the retention pond. Under good soil conditions and low flow velocities, moderate removal of suspended soils and associated other constituents can be expected. d. Placement of rip rap at the downstream flared end section of the proposed 24" CMP will slow exit velocities, and since the rip rap will extend to the bottom of the retention pond, it will also prevent scouring of the side of the pond. The calculations for sizing the rip rap can be found in the Drainage Calculations of Appendix I. _ e. All drainage from the developed portion of the property will be routed to the proposed retention pond, effectively capturing and confining any waterborne sediment onsite. Depending on site conditions and overall accumulation, sediment _ removal from the pond may be occasionally necessary. Table RP-1 is included in Appendix II of this report and gives general maintenance considerations for retention ponds. 4. It is anticipated that given the large lots sizes of the Markham P.U.D., property owners will have a desire to keep horses and possibly other livestock. Overgrazing,however,can produce bare ground and scattered weeds that results in erosion and polluted runoff. To 8 address this concern, one of the responsibilities of the homeowners association will be to establish covenants,monitor, and enforce the proper management of livestock and pasture land. 5. The seeding mixture for reestablishing vegetation on areas disturbed by construction activities will be a drought tolerant native grass mixture. This will eliminate the need for chemical fertilizers or pesticides that could potentially pollute stormwater runoff. a. Seeding in areas that are not irrigated should be restricted by the season. The spring seeding season goes from the spring thaw to June 1. Fall seeding should take place from September 1 until there is a consistent ground freeze. If seasonal constraints prohibit seeding during these periods, mulch and mulch tackifier to sloped areas should be applied until permanent seeding is possible. b. Construction scheduling will be coordinated by the Contractor to limit the amount of soil exposed during the irrigation season or annual periods of the heaviest precipitation. The schedule should also consider the available plating season to avoid having significant amount of exposed areas prior to the winter season when planting opportunities are limited. 6. The potential hazard of stormwater contamination due to a spill of chemicals,fertilizers, or fuels is not a great concern since storage of such materials will not be kept or handled on the site in any significant quantity during construction activities. a. Absorbents will be made available for use if fueling and lubricants are to be handled and stored on the site. b. Pollution prevention can be greatly enhanced by the use of good housekeeping during construction. The Contractor will be responsible for the practices of good housekeeping that involves keeping a clean, orderly site. Most aspects of good housekeeping are common sense approaches to reduce the potential for stormwater contamination. The methods include, but are not limited to scheduled trash/construction debris disposal,providing drip pans for equipment or machinery that have evidence of leaks,proper material handling and storage, and disposal of waste lubricants and chemicals. 7. Wind erosion control measures have not been recommended for the site. It is anticipated that the disturbed area will be open and subject to wind action for an extremely short time. If blowing dust is a problem, a combination of surface roughening and water application is to be used to control the dust. 8. The Owner will be required to warrant that the measures shown on the approved final construction documents for the erosion and sediment control plan are properly constructed, installed, and are free from defective material and/or workmanship, for as long as construction on the site continues, or said measures are necessary to protect against erosion and sediment transport. 9 VII. Conclusions: A. Compliance with Standards 1. Historical drainage patterns of the property will be maintained in such a manner that will preserve the natural character of the area. 2. The site is not located within a designated flood way or flood plain. 3. All development is to be performed according to Weld County's established standards and policies. However, since Weld County does not publish technical data or storm drainage design manuals, certain criteria come from the "Urban Storm Drainage Criteria Manual." 4. The proposed plan will ensure adequate drainage for the proposed subdivision and will not cause inundation to any structure or pose a hazard even during the 100-year storm event. Individual grading plans will be required to ensure proper drainage for each residential lot. 5. Temporary measures should be taken to control and prevent mud and debris from being washed or tracked onto the adjacent street,properties, and drainage way. The completed drainage improvements and landscaping will provide the permanent erosion and storm water quality control measures. 6. Due to an overall increase of imperviousness of the property,more runoff will be generated by the proposed development of the property. However, since there is no defined drainage outlet, stormwater will be stored onsite within a proposed retention pond. VIII. References: A. Urban Drainage and Flood Control District,"Urban Storm Drainage Criteria Manuals,"Updated 2001. B. Weld County Code,Chapter 24,Article VII. C. U. S.D.A., S. C. S.,Soil Survey of Weld County,Colorado- Southern Part. D. F.E.M.A. Flood Map Store,www.msc.fema.gov 10 EXHIBITS MARKHAM P . U . D . - , : NEWELL LAKE CI a 9 : ...\\\ I he s I { , al 3-• I v,--- j HIGHWAY 56 (aka WCR 44) 3 9s PP • di /i — SI /� - i ,i>- 1 IIiIg -\\ Ise_ - VICINITY MAP Scale: 1 "=1000' Located in the North Half of the Northeast Quarter, Section 19, Township 4 North, Range 68 West of the 6th P.M., Weld County, Colorado I I I I I I I I I I I I I I I I I I I ell ILE,I' llr Hummel Reservol r APPROXIMATE SCALE• ' • \ / 20I i • 0 2000 FEET H' —i • • • 17 NATIUNIL FLCCC INSURANCE IIIIIIIIIIII)lir . FIRM FLOOD INSURANCE RATE MAP I • WELD COUNTY, z S`ze�� COLORADO o T»O> RAI� U 2 Lu 2 PANEL725 QF 1075 - IEEE MAP INDEX'rOWPANEIB NOT PRINTED, EC J 19 20 • Ollialift. I Ditch • -_-_7_-_---------- COMMUNITY-PANEL NUMBER 080266 0725 C a a-- _-----__-^-- MAP"REVISED: f SEPTEMBER 28. 1982 --'Z�-,� I Willi ameEganpY'!dMMomigt?U!!cY. 0 (1 • II \i/ // i -'/ O w% 29 / .a Ilya is en Slots copy of a portion of the oboe referenced flood map. It / was extracted sing F-MR On-Una is map does not reflect changes 3O yeµ or amendments wtdch may hew been made subsequent to the dote on the BAXTER C} - title Hock For the latest product Information about National Flood Insurance LAXE Program Food mape check the FEMA Flood Map Store at www.msc.tema.gov Al , i 0 m 1 al ty rt f� N s: 4 J{q� 96' 1>< /Typically Indicates / A o1 ^v I ` m Existing Eenceline C540j .08 ac. m /of 14.8B1'9.2x 3 ac. a a o mb co 0 ` . .� s 0 R'9G3 .000-._. � 1-/�, c � 79u5 1 VII 1 k VE N •._ \ u _--499--. _ u 96;Existing`Silo R9Nil W m \ O i , 0 II vos �° of w Ik , i , Existing Shop' II °9� 496 Exi ting Driveway & 1 \ ,M 8 RCP Culvert �® ce, &gsg LL I I a �y m�\ r , ' ' i I . 1412 r !-- -' 1) - -C.% -._ C I �. x A Existm Shed [a io Existing g ox House. / z p U w 0 Flowllne of Existing �I �b Roadside Ditch <O Ii ' 4 „.� , w xa o I liti rr � I 75' RoW I-4 b G I N4 5012 - - Typically Indicates Existing i 4 Ground Surface Contour 41 I --1 H �„ ..---- Drainage Basin Limit Identifier Edge of Existing —N (Z o- Typically Indicates Drainage DATE: JULY 27 2005 Asphalt Road Flow Direction SCALE: AS NOTED 25 100 I- Concentration Point Identifier DRAWN: C.W.K. p �'� CHKD: D R M b )4 o lo" = 100' 150 #4 Basin 'B'---Design Point, Basin Number Area of basin in Acres Project No. 5.23 ac. GRD-416-01 Qtooc.f.s. SHEET 3.4 6.7 Qs c.f 1 of 2 s. 1I4gd is IV 68 N yl q L10'10 Utilitytest, A 9 e � Easement « n L0T1 LOT OT 3 <Q6540 >. . 4 B 1 ' �� O Aug U• ~ m 25 Reserved <6.27 ac. c• o For Future RoW P c 0 I .8514.0 Proposed 15' Drainge & Proposed 18" CMP Culvert 24" CMP Utility Easement 49s3 roe w 4 `o Culvert 11 t // \sii, - 0 04 -----— - - - _ Ns: \ O — \C R- 97 01 3 -- �'..� -..,,T'�� ..p��—: a .�.�=u��;.�aiyt[�'s�.A•Zb` 7/1 v) ��r / o . I ki ,, ,„, , , , ._ u... �� m _ T$f :BJ Vim_ . - v, ,, 5 , , ___ 5, Existing Shope ac. 15' Draing'e & Edge of -Propo$ �r`9i -wdea LOT �4lh on <8.06 .76 14.1 4.1 Utility Easement Asphalt Road 7.17., ( gs , , Existing Driveway & 4 i 18" RCP Culvert 7 `� '`gym 19 67 4968 ' i� IL ► _elks 50'ase Drainage < 19 0--",—. LOT eJ 6� �_ f[ N crL ! 41f9eg -- o i io Existing Shed LOT 6 1 z o Existing p'~ p House; ` � Q/ < o Flowline of Existing o w Roadside Ditch \ - W v aL 621 w c� m o i I— �I''i — — I— --- -N �� - �� - �� ✓-' a U � , 0 ax p 75' RoW0 9 14 I p 10 Utility Easement L I b 5012 GrolundcallY Surface IndicateC Contour s Existing --5012— Typically Indicates Proposed W h-Li Finish Surface Contour 0 It Edge of Existing -' Drainage Basin Limit Identifier Asphalt Road p Q DATE: JULY 27. 2005 1� « Typically Indicates Drainage 'A Flow Direction SCALE: AS NOTED O DRAWN: C.W.K. 0 25 100 Concentration Point Identifier CHKD: D.RM #4 Basin 'B'^Design Point, Basin Number 0 50 150 Project No. 1" = 100' 5.23 ac. Area of basin in Acres GRD-416-01 Il I ii 3.4 6.7 4Doc.f.s. SHEET Q5c.f.s. 2 of 2 I XIQN3dd V CALCULATION OF APEAK RUNOFF USING RATIONAL METHOD Project Title: MARKHAM P:If,D. Catchment ID: EXISTING CONDITIONS-SUB-BASIN A'(5-yr.STORM)? I. Catchment Hydrologic Data Catchment ID= 'A' Area= 209:Acres Percent Imperviousness= 2.01% NRCS Soil Type= :L`-A B, C, or D II. Rainfall Information I(Inchlhr) C1*P1 l(C2+Td)^CS Design Storm Return Period,Tr= SI 3.years (input return period for design storm) C1 = 2850( (input the value of C1) C2= 1000 (input the value of C2) C3= 01786: (input the value of C3) P1= 1,30 inches (input one-hr precipitation--see Sheet"Design Info") III.Analysis of Flow Time(lime of Concentration)for a Catchment ....................... _ Runoff Coefficient,C= Ik1&� Overide Runoff Coefficient,C= (enter an overide C value if desired,or leave blank to accept calculated C.) 5-yr. Runoff Coefficient,C-5= Overide 5-yr. Runoff Coefficient, C= (enter an overide C-5 valued desired,or leave blank to accept calculated C-5.) Illustration everland LEGEND Reach 1 flow Reach 2• O peening Flew Direction � t Catchment Reach 3 Boundary I NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas 8 Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Wateiways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0085 350 ' 0.16 017 i 332.0 1 2 3 4 5 r Sum 350 ; ? Computed Tc= 3339 Regional Tc= 11 94 Peak Runoff Prediction using Computed Tc �ictlon using Regional Tc Rainfall Intensity at Tc, I= 1181 inch/hr Rainfall Intensity at Tc, I= 3.27'inch/hr Peak Flowrate, Op= 065';.cfs Peak Flowrate, Op= 111 cfs CALCULATION.OFAPEAR RUNOFF USING RATIONAL METHOD . . . ......................... ... .. Project Title: MARKHAM P.U.D. Catchment ID: EXISTING CONDITIONS-SUB-BASIN'A'(100-yr.STORM) I. Catchment Hydrologic Data Catchment ID=Area= 2,08:Acres Percent Imperviousness= ZOO d% NRCS Soil Type= C A, B, C,or D II. Rainfall Information I(Inch/hr)-Cl*P1 I(C2+Td)"C3 Design Storm Return Period,Tr= _, ;100 years (input return period for design storm) C1 = 28,50 (input the value of C1) C2= t0,00: (input the value of C2) C3= (188: (input the value of C3) P1= 2.&0 inches (input one-hr precipitation--see Sheet"Design Info") M. Analysis of Flow lime(lime of Concentration)for a Catchment ....................... Runoff Coefficient, C= 0.51. Overide Runoff Coefficient,C= (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5= 0.18 _ Overide 5-yr. Runoff Coefficient,C= (enter an overide C-5 value if desired,or leave blank to accept calculated C-5.) Illustration • overland •LEGEND Reath 1 Bow Reach2. Begbaiag Flew Direction � C Catchment Reach 7 Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0085 350 0.16 0.17 ? 33.39 2 3 4 5 Sum 354 Computed Tc= 33.39 Regional Tc= 11 14 N. Peak Runoff Prediction using Computed Tc ediction using Regional Tc Rainfall Intensity at Tc, I= 3,83:inch/hr Rainfall Intensity at Tc, I= 8.54!inch/br Peak Flowrate, Qp= 4,04 cfs Peak Flowrate, Qp= 5.90 cfs CALCULATION OFAPEAK RUNOFF USING RATIONAL METHOD Project Title: MARKHAM P.U.D. Catchment ID: EXISTING CONDITIONS-SUB-BASIN W(5-yr.STORM) 1. Catchment Hydrologic Data Catchment ID= — Area= 1433 Acres Percent Imperviousness= _..2(X)% NRCS Soil Type= :;CIA, B,C,or D II. Rainfall Information I(Inehlhr)a Cl*P1 I(C2+Td)CC1 Design Storm Return Period,Tr= 5 years (input return period for design storm) C1 = 28:50 (input the value of C1) C2= 1000 (input the value of C2) C3= 0.786. (input the value of C3) P1= ,.,.,1.30:inches (input one-hr precipitation--see Sheet"Design Info") III. Analysis of Flow Time(Time of Concentration)for a Catchment Runoff Coefficient, C= 0:15! Overide Runoff Coefficient,C= 1(enter an overide C value if desired,or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5= 0.18 Overide 5-yr. Runoff Coefficient, C= (enter an overide C-5 value if desired,or leave blank to accept calculated C-5.) Illustration overhaul LEGEND Reach 1 flow Reach2. O Deeming Flaw Direction � C Beach Catchment Hewdaey NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Row) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0100 1,250: 0.16! 0.36 + 59.80 2 3 4 5 Sum 1,25D Computed Tc= 69.80 !: Regional Tc= 46.94 IV. Peak Runoff Prediction using Computed Tc ktlon using Regional Tc Rainfall Intensity at Tc, I= 132 inch/hr Rainfall Intensity at Tc, I= 2.78 inch/hr Peak Flowrate,Qp= 308'::cfs Peak Flowrate, Qp= S.51cfs CALCULATION OFAPEAK RUNOFF USING RATIONAL METHOD Project Title: MARItHAM P♦I .D. Catchment ID: EXISTING CONDITIONS-SUB-BASIN'B'('1 00-yt.STORM)`, I. Catchment Hydrologic Data Catchment ID= 'B Area= 1.433 Acres Percent Imperviousness= 2.(X1% NRCS Soil Type= C A, B, C,or D II. Rainfall Information I(Inchlhr)-C7*P1 1(C2+Td)"CS Design Storm Return Period,Tr= 100 years (input return period for design storm) C1 = 28.50- (input the value of C1) C2= 100.0: (input the value of C2) C3= 0.796. (input the value of C3) P1= ;2 60 inches (input one-hr precipitation—see Sheet"Design Info") III. Analysis of Flow Time(Time of Concentration)for a Catchment Runoff Coefficient,C= 0151-:! Overide Runoff Coefficient, C= (enter an overide C value if desired,or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5= 01$ _ Overide 5-yr. Runoff Coefficient, C= (enter an overide C-5 value if desired,or leave blank to accept calculated C-5.) Illustration • oaexland . LEGEND Reach 1 pow Reach 2. OdL Flay DlnctIon Catchment Reach 3 Boadary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas 8 Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow _ ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 00100. 1.250' 0.161 0.35 s 59:80 1 __1111 ..__ 11.11:. 1.111.: 2 3 _ 4 5 Sum 1,250 ":: Computed Tc= 59.80 Regional Tc= 15114 IV- _ Peak Runoff Prediction using Computed Tc edlctlon using Regional Tc Rainfall Intensity at Tc, I= 2.63::inch/hr Rainfall Intensity at Tc, I= 5,57linchlhr Peak Flowrate, Qp= 19:15_-.cfs Peak Flowrate,Op= 40.46 cfs • Area-Weighting for Percent Imperviousness Calculation Project Title: MARKHAM P.U.D. Catchment ID: PROPOSED CONDITIONS-SUB-BASIN'B-1' Illustration S t.i LEGErm: flow Direction 5abets Catena= Subarea 3 Bomodary Instructions: For each catchment subarea,enter values for A and I. Subarea ..Area Imperviousness Product . ' ID (acres) (percent) A M A x I input input input output Open 5.48 2.00 10.96 Gravel 0.25 40.00 10.00 Roof 0.24 90.00 21.60 Street/Asphalt 0.30 100.00 30.00 Sum: 6.27 Sum: 72.56 Area-Weighted Percent Imperviousness(sum AUsum A)= 11.57 `See Table RO-3 for inperviousness-based values. CALCULATION OF AMEN(RUNOFF USING RATIONAL METHOD ...... .. ...... .............. Project Title: MARKHAM P.U.D. Catchment ID: PROPOSED CONDITIONS-SUB BASIN B"1'(5-yr.STORM), I. Catchment Hydrologic Data Catchment ID=.:..:'B=.1'...:._. Area= &27';Acres Percent Imperviousness= 11.57-% NRCS Soil Type= C-A, B,C, or D II. Rainfall Information I(Inchlhr)•C1*P1 I(C2•Td)AC3 Design Storm Return Period,Tr= 5 years (input return period for design storm) C1 = 28,50- (input the value of C1) C2= 10.00. (input the value of C2) C3= 0:7$6: (input the value of C3) P1= 1.30 inches (input one-hr precipitation--see Sheet"Design Info") III. Analysis of Flow Time(lime of Concentration)for a Catchment ....................... ... Runoff Coefficient, C= 0.22 Overide Runoff Coefficient,C= (enter an overide C value if desired,or leave blank to accept calculated C.) 5-yr. Runoff Coefficient,C-5= 0.22 Overide 5-yr. Runoff Coefficient,C= ?.(enter an overide C-5 valued desired,or leave blank to accept calculated C-5.) Illustration oval an& LEGEND Reach i flow O > 1*[ Reach 2• Flaw Direction 4 Catchment Reach 3 Beadeiy NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coati ante V Tf ft/ft ft C-S fps minutes input input output input output output Overland 0.0200 $25 :+ 0,22 0,30 # 29.00 1 2 3 4 5 Sum 525 ;', Computed Tc= 29.10 '. Regional Tc= 1292 N. Peak Runoff Prediction using Computed Tc lotion using Regional Tc Rainfall Intensity at Tc, I= 2US:inchlhr Rainfall Intensity at Tc, I= 3.16 inch/hr Peak Flowrate, Qp= 2$5`.cfs Peak Flowrate, Op= 4.34'.cfs - CALCULATION OF A PEAK RUNOFF USING RATIONAL.METHOD Project Title: MARKHAM Catchment ID: PROPOSED CONDITIONS-SUB-BASIN'B-1'(100-yr.STORM) I. Catchment Hydrologic Data Catchment ID= 'B-1' r' Area= 6.27 Acres Percent Imperviousness= 11.57% NRCS Sal Type= C A,B,C,or D II. Rainfall Information I(Inchlhr)-Cl^P1 I(C2+Td)^C3 Design Storm Return Period,Tr= 100 years (input return period for design storm) C1 = _...29.60 (input the value of C1) C2= 10.00. (input the value of C2) C3= 0766: (input the value of C3) P1= 2.60 inches (input one-hr precipitation--see Sheet"Design Info") III. Analysis of Flow Time(Time of Concentration)for a Catchment Runoff Coefficient, C= .,,a54 Overide Runoff Coefficient, C= (enter an overide C valued desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5= 022 _ Overide 5-yr. Runoff Coefficient, C= ::i(enter an overide C-5 value if desired,or leave blank to accept calculated C-5.) Illustration overland LirEND Reach 1 Haw Reath 2. O > C Flow Direction Reach Catchment Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas 8 Type Meadow Reid Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coe% ance V Tf ftM ft CS fps minutes input input output input output output Overland 0.0200 525 :'• 0.22 0.30 ! 29.01 1 2 3 4 5 Sum 525 Computed Tc= 29.00 Regional Tc= 12.92 N. Peak Runoff Prediction using Computed Tc Iction using Regional Tc Rainfall Intensity at Tc,I= 4.16 inch/hr Rainfall Intensity at Tc, I= 6,32'.inch/hr Peak Flowrate, Qp= 13.97 cfs Peak Flowrate, Qp= 21.21 cfs — Pli' R+�UYRT flNllLYSj Project Tme: MARKHAM P U D. Catchment ID: PROPCI$j; ;CONQtTIC1J gip,;irC1iPRo11DWAY`GULIIERT:CROSSING:HAHOISDQURT *Output Determined by CULVERT MASTER Hydraulic Modeling Program,Haestad Methods,Inc. • Culvert Summary Allowable HW Elevation 0.00 ft Headwater Depth/Height 1.14 — Computed Headwater Elevation 4,957.67 ft Discharge 13.97 cfs Inlet Control HW Elev 4,957.49 ft Tailwater Elevation 0.00 ft Outlet Control HW Elev 4,957.67 ft Control Type Outlet Control Grades Upstream Invert 4,955.40 ft Downstream Invert 4,955.00 ft Length 40.00 ft Constructed Slope 0.010000 ft/ft Hydraulic Profile Profile M2 Depth,Downstream 1.35 ft Slope Type Mild Normal Depth N/A ft Flow Regime Subcritical Critical Depth 1.35 ft Velocity Downstream 6.21 ft/s Critical Slope 0.020592 ft/ft Section Section Shape Circular Mannings Coefficient 0.024 — Section Material CMP Span 2.00 ft Section Size 24 Inch Rise 2.00 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev 4,957.67 ft Upstream Velocity Head 0.36 ft — Ke 0.50 Entrance Loss 0.18 ft Inlet Control Properties — Inlet Control HW Elev 4,957.49 ft Flow Control Unsubmerged Inlet Type Headwall • Area Full 3.1 ft' K 0.00780 HDS 5 Chart 2 M 2.00000 HDS 5 Scale 1 C 0.03790 Equation Form 1 Y 0.69000 RIP RAP SIZING CALCULATIONS Project Title: MARKHAM P.U.D. Catchment ID: PROPOSED CONDITIONS-OUTLET PROTECTION @24"CMP CULVERT CROSSING HANGIS COURT Rip Rap Outlet Protection based on Sec.7.0"Major Drainage'&Sec.3.6 'Hydraulic Structures'-Volumes I&N Urban Storm Drainage Criteria Manual Design Information: (bnax= 13.97 c.f.s. Downstream Velocity= 6.21 f.p.s. Culvert Diameter= 24-inch Tallwater Depth Yt= 1.36 feet -Use Figure MD-21 If CUD"<6 '— QID='s=13.97/2"=2.47<6,O.K.to use Figure MD-21 -From Figure MD-21,Rip Rap Selection Is Typal.' QID1 s=13.97121'5=4.93 Yt/D=1.36/2=0.68 -From Table MD-7,Median Rock Size,d50,for Type'L'is 9 inches -Rip Rap Width W=4 x D=4 x2=9feet min. -Rip Rap Length I.=Extend to Bottom of Retention Pond -Rip Rap Thickness T for first LR=2.0 x dea=2.0 x 9=18 inches -Rip Rap Thickness T for final L/2=1.60 x d5r=1.60 x9=13.6 inches -From Table MD-12,Bedding Thickness Requirements for Type 1' is 4 inches of Type I beneath 4 inches of Type N Extend riprap to height of culvert or normal flow depth, whichever is lower A(dso) Flow — Iii�I ,i ,T� P B v "��n-i��ii-� �=�•�::�� A: 9" THICK TYPE 'C RIPRAP B: 4" THICK TYPE II OVER 4" THICK 2*d50 52dso 2*d TYPE I GRANULAR BEDDING MATERIAL L/2 L Granular RIP RAP DETAIL SECTION VIEW bedding N.T.S. -ide slo 4:1 or flatter W Riprap thickness on channel banks=1.5*d50 PLAN VIEW RIP RAP OUTLET PROTECTION Not to Scale • Area-Weighting for Percent Imperviousness Calculation • Project Title: MARKHAM P.U.D. • Catchment ID: PROPOSED CONDITIONS-SUB-BASIN'B-2' Illustration sit" LEGEND: Flew Direction s 4 51`)#e Caudate= Saimaa 3 Bo®daty Instructions For each catchment subarea,enter values for A and I. Subarea . Area imperviousness; Product ID (acres) (percent) A P Axl input input input output Open 7.27 2.00 14.54 Gravel 0.25 40.00 10.00 Roof 0.24 90.00 21.60 Street/Asphalt 0.30 100.00 30.00 sum: 8.08 Sum: 76.14 Area-Weighted Percent Imperviousness(sum AUsum A)= 9.45 'See Table RO3 for inperviousness-based values. CALCULATION WA PEAK RUNOFF USING RATIONAL METHOD Project Title: MARKHAM P.U.D. Catchment ID: PRQPOSED CONDRIONS-SUB-SASIN'&r(sir.STORM) I. Catchment Hydrologic Data _ Catchment ID= `B-2,,;,_�(- Area= .. . ..5:(75:Acres Percent Imperviousness= 9.45% NRCS Soil Type= C A, B, C,or D II. Rainfall information I(Inchlhr)-Cl*P1 I(C2+Td)AC3 Design Storm Return Period,Tr= S years (input return period for design storm) C1 = 28150- (input the value of C1) C2= Y0.00: (input the value of C2) C3= 0:785. (input the value of C3) P1= . ...1.39:inches (input one-hr precipitation--see Sheet"Design Info") 111. Analysis of Flow lime(Time of Concentration)for a Catchment Runoff Coefficient,C= 0.21 Overide Runoff Coefficient, C= ,I;(enter an overide C value if desired,or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5= O21;. Overide 5-yr. Runoff Coefficient,C= (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration overland LEGEND Reach 1 gar O > g Ressh2• Flaw Direction Catchment Reach 7 Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas 8 Type Meadow Field Pasture/ Bare Swales! Shallow Paved Swabs Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf _ ft/ft ft C-5 fps minutes Input input output input output output Overland 00150 900 / 021!' 0.35 I; 42.29 1 0:2500 16 is 7.OD 3.50 0,08 2 3 4 5 Sum 916 Computed Tc= 4237 Regional Tc= 1808 !l. Iv. Peak Runoff Prediction using Computed Tc edlctlon using Regional Tc Rainfall Intensity at Tc, I= 1.55:inch/hr Rainfall Intensity at Tc, I= 2.94 inch/hr Peak Flowrate, Qp= 215;cfs Peak Flowrate,Qp= 4.92 cfs CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: MARKHAM P.U.D. Catchment ID: PROPOSED COMMONS-SUS-BASIN'8-2'(toe-yr.STORM) I. Catchment Hydrologic Data Catchment ID= _'a-z _. Area= 8:05 Acres Percent Imperviousness= 9:45.% NRCS Soil Type= CA, B, C, or D II. Rainfall Information I(Inchihr)•Cl •P1 I(C2+Td)*C3 Design Storm Return Period,Tr= ::. 10G years (input return period for design storm) C1 = 2850 (input the value of C1) C2= I act' (input the value of C2) C3= 0.795: (input the value of C3) P1= ;260;inches (input one-hr precipitation—see Sheet"Design Info") III. Analysis of Flow Time(Time of Concentration)for a Catchment .............053 _ Runoff Coefficient,C ts�50: Overide Runoff Coefficient,C= `r(enter an overide C value if desired,or leave blank to accept calculated C.) Syr. Runoff Coefficient. C-5 .,.,,0,21 Overide 5-yr. Runoff Coefficient,C= !:(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration overland J,FGFND Reach 1 gag Reach2. O BeginalaG Flaw Direction � E Catchment Reach 3 Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 j 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft CS fps minutes Input input output input output output Overland 0.0150 900 ' 0.21!' 0.35 4229 1 02500 16 7410 3.50 'i 0.05 2 3 4 5 Sum 916 i! Computed Tc= 42.37 Regional Tc= 15.09 N. Peak Runoff Prediction using Computed Tc jedictlon using Regional Tc Rainfall Intensity at Tc, I= 3:30 inch/hr Rainfall Intensity at Tc, I= 5.89'.inch/hr Peak Flowrate, Qp= 14,10 cfs Peak Flowrate, Qp= 25.14 cfs Area-Weighting for Percent Imperviousness Calculation Project Title: MARKHAM P.U.D. Catchment ID: PROPOSED CONDITIONS-SUB-BASINS'B-1'b'8-2' Illustration sit'. LEGEND: 1Plow Direction — use 5 Catebueut Subarea 3 Boundary Instructions: For each catchment subarea,enter values for A and I. .. .. . . — _ Subarea Area Imperviousness Product. ID (acres) (percent) A r A x I input input input output Open 12.75 2.00 25.50 Gravel 0.50 40.00 20.00 Roof 0.48 90.00 43.20 Street/Asphalt 0.60 100.00 60.00 sum: 14.99 sum: 148.70 Area-Weighted Percent Imperviousness(sum Ausum A)= 10.38 *See Table RO-3 for inperviousness-based values. DETENTIO VOLUME ESTIMATE USING A HYDROGR�tPH Project: MARKHAM P.U.I . Basin ID: txIS T[No CONDI: 10Ns - RtTtNI ION POND rinrruto Peak Outfev Qp-out Brno Tp-out Design Information(Input): Time Interval on Hydrograph dt= 60_:0 minutes Max. Allowable Peak Outflow Qp-out= ' 0.00 cfs Time to Peak Outflow Tp-out= 1440.00.minutes (Qp-out,Tp-out)is a point on the recession of the inflow hydrograph Time Inflow Outflow Incremental Storage hydrograph Rising Hy Volume Volume minutes cfs cfs acre-ft acre-ft (input) (input) (outputs (cu.p•ti (outpufl _ 00 0.00 .0.00 0.00 0.00 60.0 19.00158 0.00 1.57 1.57 • 120 0 11.54711 0.00 0.95 ! 2.52 180.0 8.550711 • 0.00 0.71 • • 3.23 240 0 • 6.942885 ;0.00 0.57 3:81 300.0 5.84664 0 00 0.48 429 360 0 5.042727 0.00 0.42 4.71 420 0 4.531146 0:00 0.37 5.081 484.0 4.092648 0.00 0.34 542 540 0 3.727 0.00 0a1 604.0 3.435 000 0.28 6.01 6600. 3.142569 0.00 0.26 6.27 734.4 2.996403 0.00 E..0.25 8.52 7800 2.777 0.00 0.23 6;75 840.0 2.63 0.00 0.22 6.96' 900.0 2.4648 0.00 0.21 7.17 9600 2.3386 0.00 0.19 7 36. 1020.0 2.265573 0 00 0.19 ! 7.55 1080.0 2.19249 000 0.18 7 73t 4140.0 2.046324 0.00 0.17 7.90 1200 0 1.973241 '.0.00 0.16 8 08 12£0.0 1.900158 ea) 0.16 8.22, 1326 0 1.827075 0 00 0.15 8:3 1360.0 1.753992 0.00 0.14 : 8'.52 14400 1.753992 0,00 0,14 ................................. .................................. ................................. Detention Storage Volume- Y; &66!L acre-ft D TEN I r©r�VOLUME ESTIMATE USING A HYI3ROGr + Project: MARKFHAM P.U.D. Basin ID: PRQPUStD CONDITIONS RtTNI ION.POND! Flewrate Peak O.tsnr Tine Tp-out Design Information(Input): ..... ....... .... Time Interval on Hydrograph dt= ' 60:0 minutes Max.Allowable Peak Outflow Qp-out= 0.00 cfs Time to Peak Outflow Tp-out= • 1440.00 minutes (Qp-out.Tp-out) is a point on the recession of the inflow hydrograph. Time Inflow Outflow Incremental Storage hydrograph Rising Hy Volume Volume minutes cfs cfs acre-ft acre-ft (input) (input) (output) (o- ;pt) autt Q.0 0.00 0.00 • 0.00 0.00 60.0 19.734 0.00 1.63 • 120.0 11.9922 0.00 0.99 2.62 180}0 8.8803 0.00 0.73 3.35 • 24010-:"::-. 7.2105 0.00 0.60 ••• 3.95 300.0 6.072 0.00 0.50 € 4.45 396 0 5.2371 0.00 0.43 • 4.80 420.0 4.7058 0.00 0.39 5.28 480.0 4.2504 0.00 0.35 5.63 540.0 3.8709 0.00 0.32 5.95 - 6060 3.5673 0.00 0.29 660.0 3.2637 0.00 0.27 6.51 736 0 3.1119 0.00 0.28 6.77 780.0 2.8842 0.00 0.24 7.01 840.0 2.7324 0.00 0.23 7.23 900.0 2.5806 0.00 0.21 7.f _ 9960 2.4288 0.00 •? 0.229 7.6.. 1920.0 2.3529 0.00 0.19 784 1030.0 2.277 . 0.00 0.19 8.03 1140.0 2.1252 0.00 0.18 ! 8:20, 1200.0 2.0493 0.00 0.17 8:37 1260.0 1.9734 0.00 0.16 8'.54 1320:0 1.8975 0.00' 0.16 86% 1380.0 1.8216 0.00 0.15 8.84 1440.0 1.8216 0.00 (115 9 00 ................................. ......................LO.... - Detention Storage Volume• ! Q':acre-ft • STAGE-STORAGE FOR IRREGULAR GEOMETRY Project Title: MARKHAM P.U.D. Catchment ID: PROPOSED CONDRIONS-RETENTION POND Elevation Area Volume Cun.Volume Cum Volume 2 sq.ft. c.f. c.L a-ft. input input input output output 4953.00 0 0 t 0 0.00 _ 4953.25 831 208 204 0.00 4953.50 1.085 27 : 235 0.01 4953.75 1,351 • 338 s 573 0.01 4954.00 1,629 407 980 0.02 • - 4954.25 1365 407 ': 1,388 003 • 4954.50 1.907 477 1,865 0.04 4954.75 ,. 2,196 549 ?,414 0.06 .4955.00 2,498 625 :3,038 0.07 4955,25 2,621 625 .1,663 Y.. 0.08 4955,50 2,805 701 ? 4,364 0.10 4955.75 3.151 788 5,152 0.12 4956.00 3,589 897 `: .4049 .. 0.14 4956.25 3,620 905 6,954 0.16 4.956.50 4,18 1,037: 7,991 • 0.18 - 4956.75 5,228 1,307 9,298 0.21 : 4957.00 6,974 1,744 11,042 0.25 4957.25 7351 (838' 12,$80 0.30 4957.50 9,827 2,457 15,337 0.35 4957.75 12,744 3,186 18,523 .0.43.. 4958.00 15.906 3,693 22,216 0.51 : ? •100-yr.w.s.L _ 4958.25 : 16,130 4316 26,532 0.61 ,; 4958.50 19,547 4.887:. 31,419 0.72 4958.75 23,780 5,945 37,364 0.86 495900 1 29,803 7,451. 44,815 1.03 •Extent of Freeboard -100-yr.Volume Determined by Subtracting Proposed Conditions Hydrograph Volume from Existing Conditions Hydrograph Volume(8.00 ac.R-ass ac.ft.•0.34 as ft.) -From Sec.3.3.4 of Urban Stomp Drainage Criteria Manual Volume II: Retention Pond Volume should be 15 titles the maximum volume from the 100-year storm (1.5 x 0.34 ac.-R.•0.51 ac.-2)plus 1-foot of Freeboard. Area-Weighting for Percent Imperviousness Calculation Protect Title: MARKHAM P.U.D. • Catchment ID: PROPOSED CONDITIONS-AREA CONTRIBUTING TO CULVERT CROSSING @HANGIS&HIGHWAY 58 Illustration sel s LEGEND: Flow Direction Sti&IC Catch=en fr Boundary Instructions: For each catchment subarea,enter values for A and I. Subarea , Area Imperviousness Product ._ ID (acres) (percent) A 1' AxI input input input output Open 0.92 2.00 1.84 Gravel 0.02 40.00 0.80 _ Roof 0.00 90.00 0.00 Street/Asphalt 0.40 100.00 40.00 Sum: 1.34 Sum: 42.64 Area-Welghted Percent Imperviousness(sum Allsum A)= 31.82 *See Table RO3 for inperviousness-based values. _ CALCULATION OFA PEAK RUNOFF USING RATj0NAL METtIOD Project Title: MARKHAM P.U.D. Catchment ID: AREA CONTRIBUTING TO CULVERT OHANGIB&HIGHWAY 56 I. Catchment Hydrologic Data Catchment ID= Area= 1,34:Acres Percent Imperviousness= 31,82% NRCS Soil Type= __ _'<':C:A, B, C,or D IL Rainfall information I(inchlhr)•Cl*P1 /(C2+Td)*C3 Design Storm Return Period,Tr= ., 100.years (input return period for design storm) C1 = 28<50 (input the value of C1) C2= 1000. (input the value of C2) C3= 0.786: (input the value of C3) P1= ,..260 inches (input one-hr precipitation--see Sheet"Design Info") III.Analysis of Flow Time(lime of Concentration)for a Catchment .............05... Runoff Coefficient,C O=.ST'. Overide Runoff Coefficient,C= (enter an overide C valued desired,or leave blank to accept calculated C.) 5-yr.Runoff Coefficient, C-5= 0.31 Overide 5-yr. Runoff Coefficient, C= (enter an overide C-5 value if desired,or leave blank to accept calculated C-5.) Illustration meafani jr}'nip teeth 1 uow > Reath2• eigbalag Flaw Direction Beath) Catchment Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 1 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0000 0 0.31 0.00 0.00 1 00200 22 20,00 2,93 7 013. 2 0:0030 700-;:: - 15.00 0.82 ; 14,20 3 4 5 Sum 722 '; Computed Tc= 14.33 Regional Tc= 14.01 IV. _ Peak Runoff Prediction using Computed Tc Iedlotion using Regional Tc Rainfall Intensity at Tc, I= 8.03:inch/hr Rainfall Intensity at Tc, I= 6.09 inch/hr Peak Flowrate,Qp= 451;.cfs Peak Flowrate, Op= 4.66'.cfs - PROPOSED CElLVERT ANALYSIS Project Title Catchment ID: PROPD$E¢CONDITIONS Ar CMP ROADWATVOL\/S T CROSSIND INGIS::COURT :fliSHWAY56.<: 'Output Determined by CULVERT MASTER Hydraulic Modeling Program,Haestad Methods,Inc. Culvert Summary Allowable HW Elevation 0.00 ft Headwater Depth/Height 1.00 Computed Headwater Elevation 4,960.25 ft Discharge 4.61 cfs Inlet Control HW Elev 4,959.96 ft Tailwater Elevation 0.00 ft Outlet Control HW Elev 4,960.25 ft Control Type Outlet Control Grades Upstream Invert 4,958.75 ft Downstream Invert 4,958.45 ft Length 75.00 ft Constructed Slope 0.004000 ft/ft Hydraulic Profile Profile M2 Depth,Downstream 0.82 ft Slope Type Mild Normal Depth N/A ft Flow Regime Subcritical Critical Depth 0.82 ft Velocity Downstream 4.63 ft/s Critical Slope 0.019166 ft/ft Section Section Shape Circular Mannings Coefficient 0.024 Section Material CMP Span 1.50 ft Section Size 18 Inch Rise 1.50 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev 4,960.25 ft Upstream Velocity Head 0.12 ft Ke 0.50 Entrance Loss 0.06 ft Inlet Control Properties Inlet Control HW Elev 4,959.96 ft Flow Control Unsubmerged Inlet Type Headwall Area Full 1.8 ft3 K 0.00780 HDS 5 Chart 2 M 2.00000 HDS 5 Scale 1 C 0.03790 Equation Form 1 Y 0.69000 Area-Weighting for Percent Imperviousness Calculation Project Tltle: MARKHAM P.U.D. Catchment ID: PROPOSED CONDMONS-AREA CONTRIBUTING TO DRIVEWAY CULVERT ON LOT 6 Illustration LEGEND: Plow Direction s? 4 5°Waa Catmme= fr Boundary Instructions: For each catchment subarea,enter values for A and I. Subarea . Area Imperviousness Product - .. ID (acres) (percent) A h Axl input input input output Open 0.84 2.00 1.68 Gravel 0.18 40.00 7.20 _ Roof 0.20 90.00 18.00 Street/Asphalt 0.17 100.00 17.00 sum: 1.39 sum: 43.88 Area-Weighted Percent Imperviousness(sum Allsum A)= 31.57 *See Table RO-3 for inperviousness-based values. _ CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: MARKHAM P.U.D. Catchment ID: AREA CONTRIBUTING TO LOTS DRIVEWAY CULVERT I. Catchment Hydrologic Data Catchment ID= .`B-2..:- Area= 1.39 Acres Percent Imperviousness= 31.57% NRCS Soil Type= Ci A, B,C,or D IL Rainfall Information I(Inchlhr)•Cl•P1 I(C2+Td)•C3 Design Storm Return Period,Tr= 10O.years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.0. (input the value of C2) C3 0.786 (input the value of C3) P1= _..,_;2573_inches (input one-hr precipitation--see Sheet"Design Info") AL Analysis of Flow Time(Time of Concentration)for a Catchment Runoff Coefficient,C= Overide Runoff Coefficient, C= (enter an overide C value if desired,or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5= .0,31: Overide 5-yr. Runoff Coefficient, C= J:(enter an overide C-5 value if desired,or leave blank to accept calculated C-5.) Illustration overland LEGEND Reach 1 flora O �C _ Reach 2• Flew Duection Beach 3 Catchamnt semdary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0,0300 125 0.31! 0.19 11.05 1 0.0100 400 ? 15.00:: 1.50 4,44 !? 2 3 4 5 Sum 525 I Computed Tc= 15.52 Regional Tc= IV. _ Peak Runoff Prediction using Computed Tc iMbn using Regional Tc Rainfall Intensity at Tc, I= 5.81 inch/hr Rainfall Intensity at Tc, I= 6.32 inch/hr Peak Flowrate, Qp- 460 cfs Peak Flowrate, Qp= 5.01 cfs FR4PtD C�Jt,VR7 AALY$IEt Project Tkle: MARISHAM Ptl D Catchment ID:�: RAOpO3EDCRNDf71FSN -k1RIVEW7F�CUkuiR'YFRIkLt7e *Output Determined by CULVERT MASTER Hydraulic Modeling Program,Haestad Methods,Inc. Culvert Summary Allowable HW Elevation 0.00 ft Headwater Depth/Height 1.38 Computed Headwater Elevation 101.73 ft Discharge 4.60 cfs Inlet Control HW Elev 101.37 ft Tailwater Elevation 0.00 ft Outlet Control HW Elev 101.73 ft Control Type Outlet Control Grades Upstream Invert 100.00 ft Downstream Invert 99.85 ft Length 30.00 ft Constructed Slope 0.005000 ft/ft Hydraulic Profile Profile CompositeM2Pressure Depth,Downstream 0.87 ft Slope Type Mild Normal Depth N/A ft Flow Regime Subcritical Critical Depth 0.87 ft Velocity Downstream 5.05 ft/s Critical Slope 0.025068 ft/ft Section • Section Shape Circular Mannings Coefficient 0.024 Section Material CMP Span 1.25 ft Section Size 15 inch Rise 1.25 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev 101.73 ft Upstream Velocity Head 0.22 ft Ke 0.50 Entrance Loss 0.11 ft Inlet Control Properties Inlet Control HW Elev 101.37 ft Flow Control Unsubmerged Inlet Type Headwall Area Full 1.2 fP K 0.00780 HDS 5 Chart 2 -- M 2.00000 HDS 5 Scale C 0.03790 Equation Form 1 Y 0.69000 -NOTE:Contributing Areas for Driveway Culverts on Lots 1,3,4,&5 is less than size for Lot 8. Therefore,since a 15"CMP Culvert Is adequate(Headwater to Diameter Ratio of 1.38<1.50)for Lot 8,it Is also adequate for other Lots as well. Area-Weighting for Percent Imperviousness Calculation Project Title: MARKHAM P.U.D. Catchment ID: PROPOSED CONDITIONS-AREA CONTRIBUTING TO DRIVEWAY CULVERT ON LOT 2 Illustration • SPlow Direction des l 5 Cammeo2 Subama 3 Boundary Instructions: For each catchment subarea,enter values for A and I. • • • . Subarea Area • Imperviousness Product - • - ID (awes) (percent) A C Ax1 input input input output Open 1.73 2.00 3.46 Gravel 0.12 40.00 4.80 Roof 0.12 90.00 10.80 Street/Asphalt 0.14 100.00 14.00 • Sum: 2.11 sum: 33.06 • • Area-Weighted Percent Imperviousness(sum Album A)= 15.67 *See Table RO-3 for inperviousness-based values. CAssULATIoN OF A AEAK RUNOFF USING RA17ONAL METHOD Project Title: MARKHANF Catchment ID: AREA CONTRIBUTING TO LOT 2 DRIVEWAY CULVERT I. Catchment Hydrologic Data Catchment ID= 13-1' Area= 2,11:Acres Percent Imperviousness= 1587-% NRCS Soil Type= ..........:..:';C A, B, C,or D II. Rainfall Information I(Inchlhr)•CI*P1/(C2+Td)•C3 Design Storm Return Period,Tr= 100 years (input return period for design storm) C1 = . ..28:50 (input the value of C1) C2= 1a00: (input the value of C2) C3= O:766: (input the value of C3) P1= ,.,2,.60 inches (input one-hr precipitation--see Sheet"Design Info") M. Analysis of Flow Time(Time of Concentration)for a Catchment Runoff Coefficient,C=., t', i' Overide Runoff Coefficient, C= ? (enter an overide C value if desired,or leave blank to accept calculated C.) 5-yr. Runoff Coefficient,C-5= 0.24 Overide 5-yr. Runoff Coefficient,C= ". . ;(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration overland J,FfariD Reach 1 flan' O Bedmine Reach 2• Flaw Direction • C Reach 3 Catednem Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf it/ft ft C-5 fps minutes input input output input output output Overland 0.9300 250 0.24 024, 17,09 1 x0150 325 15.00 1,84 ! 2,95 2 3 _ 4 5 Sum 575 Computed Tc= 20.04 Regional Tc= 1319 :<I -. N. Peak Runoff Prediction using Computed Tc �Ictlon using Regional Tc Rainfall Intensity at Tc, I= 5.11 inch/hr Rainfall Intensity at Tc,I= 8,2E'.inch/hr Peak Flowrate, Op= .S57-.:cis Peak Flowrate, Qp= . 7.19.cfs — P ROPE[1 Gt1LVERT A1sALYSIB Project MI*: MARKHAM P U D Catchment ID: PROPOSE[?CibNDlTONS•4RIVEVNAY tUt.VERT FOR COT R . *Output Determined by CULVERT MASTER Hydraulic Modeling Program,Haestad Methods,Inc. — Culvert Summary Allowable HW Elevation 0.00 ft Headwater Depth/Height 1.08 — Computed Headwater Elevation 101.63 ft Discharge 5.87 cfs Inlet Control HW Elev 101.42 ft Tailwater Elevation 0.00 ft Outlet Control HW Elev 101.63 ft Control Type Outlet Control — Grades Upstream Invert 100.00 ft Downstream Invert 99.85 ft Length 30.00 ft Constructed Slope 0.005000 ftft Hydraulic Profile Profile M2 Depth,Downstream 0.94 ft - Slope Type Mild Normal Depth N/A ft Flow Regime Subcritical Critical Depth 0.94 ft Velocity Downstream 5.07 ft/s Critical Slope 0.020990 ft/ft Section Section Shape Circular Mannings Coefficient 0.024 — Section Material CMP Span 1.50 ft Section Size 18 Inch Rise 1.50 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev 101.63 ft Upstream Velocity Head 0.19 ft Ke 0.50 Entrance Loss 0.10 ft Inlet Control Properties Inlet Control HW Elev 101.42 ft Flow Control Unsubmerged Inlet Type Headwall Area Full 1.8 ft' I< 0.00780 HDS 5 Chart 2 M 2.00000 HDS 5 Scale 1 — C 0.03790 Equation Form 1 Y 0.69000 APPENDIX H I I I I i I 1 I I i I I I 1 1 1 I 1 1 1 1 r RAINFALL INTENSITY FREQUENCY CURVES 6 J0HNST0WN, COLORADO FIGURE 4 iDD I T.1�& I.NG Nnac. TORT COLLINS COLORADO 5 i 3 r L. E m i a m 4 100 Year C I I 50 Year o 25 Year 0 3 I i i 10 Year [� - ' 5 Year a 2 Year 2 i I I I I I. I 00 30 60 90 1 120 150 180 Time (minutes) DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF TABLE RO-3 Recommended Percentage Imperviousness Values Land Use or Percentage Surface Characteristics Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family * Multi-unit(detached) 60 Multi-unit(attached) 75 Half-acre lot or larger Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis 45 (when land use not defined) Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 *See Figures RO-3 through RO-5 for percentage imperviousness. Based in part on the data collected by the District since 1969, an empirical relationship between C and the percentage imperviousness for various storm return periods was developed. Thus, values for C can be determined using the following equations (Urbonas, Guo and Tucker 1990). CA =KA + (1.31i3 - 1.44i2 +1.1351— 0.12)for CA ?-0, otherwise CA=0 (RO-6) CCD =KCD + (0.858i' - 0.78612 +0.774i+0.04) (RO-7) Ca =(CA + CCD)12 in which: = % imperviousness/100 expressed as a decimal (see Table RO-3) 06/2001 R0-9 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF — TABLE RO-5 Runoff Coefficients, C — Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr -- 0% 0.04 0.15 0.25 0.37 _ 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 - 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 - 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 _ 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% _ 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 J 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 _ 85% 0.66 0.68 _ 0.71 0.75 0.77 0.79 _ 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 - _ 100% - 0.89 0.90 0.92 0.94 0.95 0.96 Type B NRCS Hydrologic Soils Group 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 _ 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 - 30% 0.18 0.25 0.32 0.39 0.43 0.47 - 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% - 0.26 0.32 0.38 0.44 _ 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 - 55% 0.33 0.38 0.43 0.48 0.51 0.54 - 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 _ 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 06/2001 Urban Drainage and Flood Control District RO 11 DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF — 50 — 30 20 I 4o F # ' a. w0 I Cr 4, � . ¢ A. y I I' W I 3 Cl. 10 A. a" o a•■ _ % 4 V I pro% ke _`I��■■ a. p POJ it go 2c_ �v �PW �vPo 3er so I 5 o Qr oi c 3 LP) a W Ia 4 AUIl11 0 3— co 3� 3� ; ro� =�� °�y=�;�nniii — W 2 WN I 1'4 et rO " i'IIIlll W v 3 4 W — f 1f 5 I 1 .1 .2 .3 .5 1 2 3 5 10 20 — VELOCITY IN FEET PER SECOND FIGURE RO-1 Estimate of Average Overland Flow Velocity for Use With the Rational Formula — 06/2001 RO-13 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) MAJOR DRAINAGE 60 ••4 OPg�� 40 604 {Q Get o Jg p�g {��Q c1QE 20 -c121€' 20 a.43 I — ** 00 • .2 .4 .6 o.6% .8 1.0 Yt/D Use Da instead of D whenever flow is supercritical in the barrel. ** Use Type L for a distance of 3D downstream . FIGURE MD-21 • Riprap Erosion Protection at Circular Conduit Outlet Valid for Q/D2 5≤6.0 06/2001 MD-109 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL(V. 1) MAJOR DRAINAGE TABLE MD-7 Classification and Gradation of Ordinary Riprap Riprap Designation %Smaller Than Intermediate Rock 40(inches)' Given Size by Weight Dimensions (inches) _ Type VL 70-100 12 50-70 9 35-50 6 6" 2-10 2 ype L 70-100 15 50-70 12 35-50 9 ' g�*� 2-10 3 Type M 70-100 21 50-70 18 35-50 12 12** 2-10 4 Type H 70-100 30 50-70 24 35-50 18 18 2-10 6 Type VH 70-100 42 50-70 33 35-50 24 24 2-10 9 d50= mean particle size(intermediate dimension)by weight. ** Mix VL and L riprap with 30% (by volume)topsoil and bury it with 6+inches of topsoil,all vibration compacted, and revegetate. Rock used for riprap should be hard, durable, angular in shape,and free from cracks, overburden, shale, and organic matter. Neither breadth nor thickness of a single stone should be less than one-third its length, and rounded stone should be avoided. The rock should sustain a loss of not more than 40%after 500 revolutions in an abrasion test(Los Angeles machine--ASTM C-535-69)and should sustain a loss of not more than 10%after 12 cycles of freezing and thawing (AASHTO test 103 for ledge rock procedure A). Rock having a minimum specific gravity of 2.65 is preferred; however, in no case should rock have a specific gravity less than 2.50. 4.4.1.2 Grouted Boulders. Table MD-8 provides the classification and size requirements for boulders. When grouted boulders are used,they provide a relatively impervious channel lining which is less subject to vandalism than ordinary riprap. Grouted boulders require less routine maintenance by reducing silt and trash accumulation and are particularly useful for lining low-flow channels and steep banks. The appearance of grouted boulders is enhanced by exposing the tops of individual stones and by cleaning the projecting rocks with a wet broom right after the grouting operation. In addition, it is recommended that grouted boulders on channel banks and outside of frequent flow areas be buried with topsoil and revegetated with native grasses,with or without shrubs depending on the local setting. Boulders used for Rev. 01/2004 MD-61 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) MAJOR DRAINAGE — The Type I and Type II bedding specifications shown in Table MD-11 were developed using the T-V filter criteria and the fact that bedding which will protect an underlying non-cohesive soil with a mean grain size of 0.045 mm will protect anything finer. Since the T-V filter criterion provides some latitude in establishing bedding gradations, it is possible to make the Type I and Type II bedding specifications conform with Colorado Division of Highways' aggregate specifications. The Type I bedding in Table MD-11 is designed to be the lower layer in a two-layer filter for protecting fine-grained soils and has a gradation identical to Colorado Department of Transportation's (CDOT's) concrete sand specification AASHTO M-6 (CDOT Section 703.01). Type II bedding, the upper layer in a two-layer filter, is equivalent to Colorado Division of Highways' Class A filter material (Section 703.09 Class A) except that it permits a slightly larger maximum rock fraction. When the channel is excavated in coarse sand and gravel (50%or more of coarse sand and gravel retained on the #40 sieve by weight), only the Type II filter is required. Otherwise, a two-layer bedding (Type I topped by Type II) is required. Alternatively, a single 12-inch layer of Type II bedding can be used, except at drop structures. For required bedding thickness, see Table MD-12. At drop structures, a combination of filter fabric and Type II bedding is acceptable as an alternative to a two-layer filter. TABLE MD-12 Thickness Requirements for Granular Bedding Minimum Bedding Thickness (inches) Riprap Designation Fine-Grained Soils Coarse-Grained Soils- T.p e I TvypQ.JI Type II VL (d50= 6 inc, (d50= 9 injj C 4) `4 ) 6 M (d5o= 12 in) 4 4 6 H (d50= 18 in) 4 6 8 VH (d50= 24 in) 4 6 8 • May substitute one 12-inch layer of Type II bedding. The substitution of one layer of Type II bedding shall not be permitted at drop structures. The use of a combination of filter fabric and Type II bedding at drop structures is acceptable. Fifty percent or more by weight retained on the#40 sieve. The specifications for the T-V reverse filter relate the gradation of the protective layer(filter)to that of the bed material (base) by the following inequalities: D15(filter) < 5d85(bare) (MD-15) 4d15(base) ≤D15(fitter) ≤20d15(base) (MD-16) D50(fitter) ≤25d50(base) (MD-17) • 06/2001 MD-67 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V.3) MAINTENANCE RECOMMENDATIONS _ 9.0 RETENTION POND (RP) zr fi . The amount of construction activity within a basin, the erosion control measures implemented, and the size of the basin will influence the frequency of sediment removal from the pond.With aggressive erosion control is practiced in the tributary watershed, it is estimated that accumulated sediment will need to be removed at 5-to 20-year intervals. Table RP-1 summarizes the required maintenance activities and their frequency for retention ponds. TABLE RP-1 Retention Pond Basin Maintenance Considerations Required Action Maintenance Objective Frequency of Action Lawn mowing and lawn Mow occasionally to limit unwanted vegetation. Routine—Depending on aesthetic care Maintain irrigated turf grass 2 to 4 inches tall and requirements. non-irrigated native turf grasses at 4 to 6 inches. Debris and litter removal Remove debris and litter from the entire pond to Routine—Including just before annual minimize outlet clogging and aesthetics. Include storm seasons(that is,April and May) the removal of floatable material from the pond's and following significant rainfall surface. events. Erosion and sediment Regrade and revegetate eroded and slumped Nonroutine—Periodic and repair as control areas above the pond and along channels. Repair necessary based on inspection. damaged inlet and outlet energy dissipators. Inspections Inspect the retention pond for functioning as Routine—Annual inspection of initially intended. Pay attention to outlet clogging. hydraulic and structural facilities. Also note erosion,slumping,sedimentation levels, Biannual performance and overgrowth,embankment and spillway integrity, maintenance inspections. and damage to structural elements of the facility. Nuisance control Address odor issues,insects,and overgrowth with Nonroutine—As necessary per appropriate measures. inspection or local complaints. l MR-12 9-1-99 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL(V.3) MAINTENANCE RECOMMENDATIONS TABLE RP-1 Retention Pond Basin Maintenance Considerations Frequency of Action Required Action Maintenance Objective 9 Y Structural repairs Repair such items as inlet/outlet works and energy Nonroutine—As necessary per dissipator liners.Stabilize banks and berms. inspection. Repair damage caused by larger storm events. Sediment removal Empty the pond,divert the base flow,and dry out Nonroutine—As indicated per bottom sediments in fall and winter months to inspections and sediment allow access with backhoe. Remove accumulated accumulation. Expect to do this every sediment along with aquatic growth overlaying 10 to 20 years if no construction them.Re-establish original design grades and activities take place in the tributary volumes and replant aquatic vegetation. watershed.More often if they do. Expect to clean out the forebay every 1 to 5 years. Aquatic Growth Harvesting Remove aquatic plants such as cattails or reeds, Nonroutine—Perform every 5 to which also permanently removes nutrients.Use an 15 years or as needed to control their aquatic harvester and dispose of the material accumulation. offsite. • MR-13 9-1-99 Urban Drainage and Flood Control District REFERRAL LIST Name: Harvey&Olga Markham Case#PF-1077 County Towns&Cities Fire Districts z Attorney _Ault Ault F-1 z Health Department z Berthoud z Berthoud F-2 $$$ _Extension Office _ _Brighton Briggsdale F-24 _Emergency Mgt Office- Ed Herring _Dacono _Brighton F-3 z Sheriffs Office _Eaton _Eaton F-4 z Public Works _Erie _Fort Lupton F-5 _Housing Authority _Evans _Galeton F-6 _Airport Authority _Firestone _Hudson F-7 z Building Inspection _Fort Lupton _Johnstown F-8 X Code Compliance_N-Beth _Frederick _LaSalle F-9 Kim Ogle (Landscape Plans) _Garden City _Mountain View F-10 _Lin (Addressing Change of Zone) _Gilcrest _Milliken F-11 _Ambulance Services _Greeley _Nunn F-12 _Grover _Pawnee F-22 State _Hudson _Platteville F-13 X Div. of Water Resources _Johnstown _Platte Valley F-14 X Geological Survey _Keenesburg _Poudre Valley F-15 _Department of Health _Kersey _Raymer F-2 z Department of Transportation _LaSalle _Southeast Weld F-16 _Historical Society _Lochbuie _Union Colony F-20 _Water Conservation Board _Longmont _Wiggins F-18 _Oil&Gas Conservation Commission _Mead _Windsor/Severance F-17 _Milliken Division of Wildlife _New Raymer _South Hwy 66 (Loveland) _Northglenn z North Hwy 66 (Greeley) _Nunn Division of Minerals/Geology _Pierce Commissioner _Platteville Soil Conservation Districts _Severance _z_Big Thompson/ FTC _Thornton _Boulder Valley/Longmont _Windsor _Brighton/SE Weld Centennial Counties _Greeley/West Greeley _Adams _Platte Valley z Boulder West Adams _Broomfield _Little Thompson z Larimer Federal Government Agencies Other _US Army Corps of Engrs z School District RE-2J USDA-APHIS Vet Service _Central Cob. Water Conservancy _Federal Aviation Admin (Structures _RR over 200 ft or w/in 20000 ft of Pub _Ditch Company, Airport _Art Elmquist (MUD Area)- Info Only _Federal Communications Comm _ 4if Weld County Planning Department 6 "-GREELEY OFFICE 1tr. AUG 2 5 2005 RECEIVED Weld County Referral C. COLORADO August 17, 2005 The Weld County Department of Planning Services has received the following item for review: , Applicant Harvey& Olga Markham Case Number PF-1077 Please Reply By September 13, 2005 Planner Kim Ogle Project PUD Final Plan for six (6) residential lots with E (Estate) uses Legal Lot B of RE-3667; Pt N2NE4 of Section 19, T4N, R68W of the 6th P.M., Weld County, Colorado. . Location South of and adjacent to State Hwy 56; approximately 1/4 mile west of CR 3 Parcel Number 1061 19 100082 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. Weld County Utility Board Hearing (if applicable) September 8, 2005 ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan • We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Cnmmpntc• Signature /{; `i( D� ' Date tor� ✓J Agency-:;: , I ,V /774 ❖Weld County Planning Dept. +918 10th Street,Greeley,CO.80631 <•(970)353-6100 ext.3540 ❖(970)304-6498 fax 08-25-2005 10:27 FROM- T-529 P.001/003 F-605 • 01-18-0 ' A09 : I ;! o Weld County Referral COLORADO August 17, 2005 The Weld County Department of Planning Services has received the following item for review: Applicant Harvey&Olga Markham Case Number PF-1077 Please Reply By September 13. 2005 Planner Kim Ogle Project PUD Final Plan for six (6) residential lots with E (Estate) uses Legal Lot B of RE-3667; Pt N2NE4 of Section 19, T4N, R68W of the 6th P.M., Weld County, Colorado. Location -South of and adjacent to State Hwy 56; approximately 1/4 mile west of CR 3 Parcel Number 1061 19 100082 • The application is submitted to you for review and recommendation. My comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. Weld County Utility Board Hearing (if applicable) September 8, 2005 ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan El We have reviewed the request and find no conflicts with our interests. U See attached letter. lnmmAnfc• • Signature C-.J6S S �s� 2s OS Date - mac- Agency """"`��`amt (A (76c-ad+ +Weld County Planning Dept. +918 10th Street,Greeley,CO.806(970)353-6100 ext.3540 +(970)304-6498 fax WIllge0 OWeld County Planning Did County Referral GREELEY OFFICE SEP - 1 2005 COLORADO RECEIVED August 17, 2005 The Weld County Department of Planning Services has received the following item for review: Applicant Harvey& Olga Markham Case Number PF-1077 Please Reply By September 13, 2005 Planner Kim Ogle Project PUD Final Plan for six (6) residential lots with E (Estate) uses Legal Lot B of RE-3667; Pt N2NE4 of Section 19, T4N, R68W of the 6th P.M., Weld County, Colorado. Location South of and adjacent to State Hwy 56; approximately 1/4 mile west of CR 3 Parcel Number 1061 19 100082 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. Weld County Utility Board Hearing (if applicable) September 8, 2005 D. We have reviewed the request and find that it does/does not comply with our Comprehensive Plan XL We have reviewed the request and find no conflicts with our interests. ❑ See attached letter, Cnmmantc• Signature Date 2 -3/- 05 Agency eta„ ,2O.c,Mic-u rx( ❖weld County Planning Dept. *918 10th Street, Greeley,CO. 80631 ❖(970)353-6100 ext.3540 +(970)304-6498 fax • Weld County Sheriffs Office M e mo To: Kim Ogle From: Ken Poncelow Date: August 18,2005 Re: PF-1077 The Sheriff's Office recommends the following improvements for this housing sub-division: 1. The Sheriffs Office requests that builders and developers designate an area by the entrance of the sub-division in which to place a shelter for school children awaiting the school bus. This area should also include a pull off for the school bus which enables it to safely load and unload children out of the roadway. 2. Either mail distribution within the sub-division or a central drop off location within the sub-division should be developed so that residents do not have to cross a county road to obtain their mail. 3. A permanent sign should be placed at the entrance to the subdivision detailing the name of the sub-division, address, and a graphical presentation of the roadways within the subdivision. There should be a plan developed to maintain this sign. 4. If the roadways within this sub-division are not maintained or adopted by the county, individuals purchasing property in this sub-division should be notified that the Sheriffs Office will have limited traffic enforcement powers. 5. A plan should be developed to maintain roadways within the sub-division especially during inclement weather conditions for emergency vehicles. 6. The Sheriffs Office is very supportive of homeowner funded homeowner's associations. These associations provide a contact for the Sheriffs Office and a means of maintaining common areas. 7. If there are oil or gas production facilities within this sub-division,they need to be fenced off in order to mitigate the potential for tampering. These facilities are known to create an attractive nuisance for young people. Tampering not only creates a significant danger to safety but also of environmental damage with extensive mitigation and clean-up costs. 8. The names of all streets within the sub-division should be presented to the Sheriffs Office for approval. This will eliminate duplication of street names within the county. The name of the street in this sub-division is approved. The Sheriffs Office lacks the ability to absorb any additional service demand without the resources recommended in the multi-year plan provided to the Weld County Board of County Commissioners or as indicated by growth not considered at the time the plan was developed. I have no other comments on this proposal. 1 Weld County Planning Department GREELEY OFFICE A0 A1162920052005 rtetari MEMORANDUM RECEIVED ITO: Kim Ogle, Planning Manager DATE: 26-August-2005 Wi i i O FROM: Robert Jacobs, E.L,Public Works Department C. COLORADO SUBJECT: PF-1077 Markham View Estates PUD (Final Plat) Weld County Public Works Department has reviewed final plan materials and has the following development referral comments. Comments ❑ The Applicant shall provide documentation to Public Works of the CDOT access permit(SH 56)for the subdivision. U The applicant has submitted a drainage report to our office. Public Works finds the Final Drainage Investigation & Erosion Control Report for Markham PUD, dated July 2005, by Dennis R. Messner, P.E., (Colorado P.E. 26109) with Messner Engineering,Inc.(Project No.GRD-416-01)acceptable. U The Final Plat-Markham P.U.D.,by Frederick Land surveying, Inc., and Construction plans by Messner Engineering, submitted by the applicant is generally acceptable to Public Works. o Sight distance triangles shall be shown on the final roadway construction drawings, and shall comply with the most recent edition of the AASHTO. o The applicant shall prepare a construction detail for typical lot grading with respect to drainage for the final plan application. Front, rear and side slopes around building envelopes must be addressed. In addition, drainage for rear and side lot line swales shall be considered. Building envelopes must be planned to avoid storm water flows, while taking into account adjacent drainage mitigation. ❑ The applicant shall submit an Improvements Agreement(on-site/public). This agreement must be reviewed by Public Works and shall be approved by the Board of County Commissioners(BOCC)prior to recording any final plat. Recommendation ❑ The Public Works Department recommends approval of this final plat conditional on the review of re-submittal of requested materials. • Any bile*shall be resolved with Public Works prior to recording of the final pI ' •PC: PF-1077 Markham View Estates PUD(Final Plat) Email&Original:Planner:Kim Ogle PC by Post: Applicant:Harvey&Olga Markham PC by Post: Engineer:Messner Engineering,Inc. ---. Page 1 of 1 vt,aiq , A • 6 it & Ili: wilD Weld County Planning Weid County Referral C GREELEY OFFICE AUG 2 9 2005 COLORADO RECEIVED August 17, 2005 The Weld County Department of Planning Services has received the following item for review: Applicant Harvey& Olga Markham Case Number PF-1077 Please Reply By September 13, 2005 Planner Kim Ogle Project PUD Final Plan for six (6) residential lots with E (Estate) uses Legal Lot B of RE-3667; Pt N2NE4 of Section 19, T4N, R68W of the 6th P.M., Weld County, Colorado. Location South of and adjacent to State Hwy 56; approximately 1/4 mile west of CR 3 Parcel Number 1061 19 100082 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. Weld County Utility Board Hearing (if applicable) September 8, 2005 ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan ❑ We have reviewed the request and find no conflicts with our interests. ,50 See attached letter. / ,,// //'' ��// r'nmmpntc• feiac8. nddeo Alt- rzweel "mini e... tai^ v5k. 6Ch,07 ds f is//c ; rAon so.-t .Q-./ , (2.41 of ! /Ht. florson (Of n/i o f Ma alAwe, L '/di j AY'Mil /SwUa.4 fe. SignatureSta2rdedete___, Date IcoVgs_ Agency rio/ pco., "6- . 4/ .57-i,,,/ z.S*'d ❖Weld County Planning Dept. ❖918 10th Street, Greeley, CO. 80631 ❖(970)353-6100 ext.3540 +(970)304-6498 fax 4681913A Thompson School District R2-J Development Impact Report Markham View Estates SD, dated 9/13/05 with 6 dwelling units, is located within the current attendance boundaries of Berthoud Elementary School, Turner Middle School, and Berthoud High School. Construction is estimated to start in 24 months and build at an annual rate of 3 dwelling units per year resulting in an expected growth in enrollment of 2 elementary, 1 middle school and 1 high school students by 2009. School Capacities Compared to Student Enrollment(based on annual October Count): According to Master Plan 2005's five-year projection, the estimated student population from this development, and others that have received final plat approval, will not cause district enrollment to exceed service level C. Five years is the longest O projection time frame considered reliable. o OStudent Enrollment Acceptable Service Levels Unacceptable Service Levels Above th C(Extended Utilization) he our Bat D(Over Capacity) paci tY) BE TMS BHS BE TMS BHS A-B(Design Capacity) U(Underutilized) 2004 Enrollment 2009 Projection Detailed descriptions for each service level can be found in "Section 6.1 School Capacities"of Master Plan 2005(pg 23-24). Master Plan 2005 is available on the District's website: www.thompson.kl2.co.us Impact overview: Although these three schools have recently or may temporarily slip into Service Level U in the future, the District continues to respect individual community identities by not modifying the attendance areas served by them. Berthoud Elementary has returned to Service Levels A-B. This growth trend is expected to be moderate, lasting for several years. Turner Middle School is about to enter a trend of declining growth due to the smaller number of students leaving the elementary grades. This trend could continue for several years, moving Turner into Service Level U, before reversing itself. Berthoud High School is also expected to experience a slight downward trend in enrollment as these smaller classes move up into high school. This is expected to reverse itself within the next ten years. Additional comments: • The District's citizen-based Master Plan Committee (MPC)monitors capacity levels at each of the district schools and makes annual recommendations for responding to projected enrollment changes. In consideration of the probable impact(s) of this development, the MPC may recommend using one or more of the tools described in "Section 6.2, Accommodating Change" (pages 24-25) of Master Plan 2005. The selection and timing of the most appropriate tool(s) will be determined by the Board of Education. It is important to remember that these tools do not affect class size or services available to students. The student-to-teacher ratio is based on per pupil funding, which is determined by the State of Colorado legislature. • The size and location of this development indicate that the school district land dedication requirement should be made in the form of payment-in-lieu-of land dedication as per our intergovernmental agreement. • The current attendance areas will require bussing at all levels. Bus stop area should be provided well off the traveled portion of the roadway at the entrance on Hwy56 as is indicated on the drawing. • We recommend street lighting at all bus pick-up points to assist wintertime safety. sa t ;11D6 PECIT,' .... ; T €Weldld County Referral CountyGREELIEYnOFFing ICEpartment COLORADO AUG 3 1 2005 August 17, 2005 RECEIVED The Weld County Department of Planning Services has received the following item for review: Applicant Harvey& Olga Markham Case Number PF-1077 Please Reply By September 13, 2005 Planner Kim Ogle Project PUD Final Plan for six (6) residential lots with E (Estate) uses Legal Lot B of RE-3667; Pt N2NE4 of Section 19, T4N, R68W of the 6th P.M., Weld County, Colorado. Location South of and adjacent to State Hwy 56; approximately 1/4 mile west of CR 3 Parcel Number 1061 19 100082 ..w . . 5 The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. Weld County Utility Board Hearing (if applicable) September 8, 2005 ❑ We have reviewed the request and find that it does/does not comply with our Comprehensive Plan ❑ We have reviewed the request and find no conflicts with our interests. O See attached letter. C.nmmpntc• rfhe O fc7l W\i TO nod i-, I�q p 1/ V ' �ilS1 5 of-t-hQ hw�J 0 n {-2_/ I t rte. . C.©OT has baLke d a- (Kern If fo r -i-( .� proposal . 1i t ptcmi 4- a Lkilion ze_i vo(u n,z3 1o( 7 siAlit �a.wtltLI dwt(Nclots . Exisbnq acc.2sa(CS) t-o LofA Signature � I- t"� CA_ [ C Date ski /o J Agency CbOT -Ac (as _s +Weld County Planning Dept. +918 101'Street, Greeley, CO.80631 +(970)353-6100 ext.3540 +(970)304-6498 fax axe_ * tot •ti rn o vQ.tk . lS 46C1( DEPARTMENT OF PLANNING SERVICES BUILDING INSPECTION NORTH OFFICE 918 10`h Street GREELEY, COLORADO 80631 ape, PHONE (970) 353-6100, EXT.3540 FAX (970)304-6498 SOUTHWEST OFFICE 4209 CR 24.5 LONGMONT CO 80504 COLORADO PHONE (720)652-4210 ext. 8730 FAX(720)652-4211 August 31, 2005 Harvey& Olga Markham PUD Final Plan for six(6) residential lots with E (Estate) uses. PK-1077 1. A separate building permit shall be obtained prior to the construction of any structure including the bus shelter, entry sign any future entry way and or gates. 2. A plan review is required for each building for which a building permit is required. Two complete sets of plans are required when applying for each permit. Residential building plans may be required to bear the wet stamp of a Colorado registered architect or engineer. 3. Buildings shall conform to the requirements of the codes adopted by Weld County at the time of permit application. Current adopted codes include the 2003 International Residential Code; 2003 International Building Code; 2003 International Mechanical Code; 2003 International Plumbing Code; 2003 International Fuel Gas Code; 2002 National Electrical Code and Chapter 29 of the Weld County Code. 4. Each residential building will require an engineered foundation based on a site-specific geotechnical report or an open hole inspection performed by a Colorado registered engineer. Engineered foundations shall be designed by a Colorado registered engineer. 5. Fire resistance of walls and openings, construction requirements, maximum building height and allowable areas will be reviewed at the plan review. Setback and offset distances shall be determined by the Zoning Ordinance. 6. Building height shall be measured in accordance with the 2003 International Building Code for the purpose of determining the maximum building size and height for various uses and types of construction and to determine compliance with the Bulk Requirements from Chapter 23 of the Weld County Code. Building height shall be measured in accordance with Chapter 23 of the Weld County Code in order to determine compliance with offset and setback requirements. When measuring buildings to determine offset and setback requirements, buildings are measured to the farthest projection from the building. Property lines shall be clearly identified and all property pins shall be staked prior to the first site inspection. Please contact me for any further information regarding this project. Sin ely, o er igil Building Official STATE OF COLORADO Bill Owens,Governor C.OT O DEPARTMENT OF NATURAL RESOURCES p DIVISION OF WILDLIFE AN EQUAL OPPORTUNITY EMPLOYER �O�,OFO Bruce McCloskey, Director 6060 Broadway or Wildlife- Denver,Colorado 80216 Weld County Planning Departmen For People Telephone:(303)297-1192 GREELEY OM E September 8, 2005 SEP 2 0 2005 Weld County Planning RECEIVED Kim Ogle 918 10m Street Greeley, CO 80631 Subject: Harvey and Olga Markham, PUD Final Plan for six residential lots with Estate uses, case number PF-1077 Dear Kim: The Colorado Division of Wildlife has checked and reviewed the subject property and proposed development as to potential impacts on wildlife. The parcel is currently agricultural land and generally cannot be considered as critical habitat for any wildlife species. According to the Colorado Division of Wildlife Natural Diversity Information Source Map for Weld County,the area provides winter range for bald eagles, foraging areas for ducks and geese, and is within the overall range for pheasant and mule deer and white-tailed deer. Coyote, fox,raccoon, skunk, songbirds, other raptors and herptofauna may also occur in this area. Upon disturbance of any areas, noxious weeds should be monitored and controlled. Homeowners should also be aware that planting trees, shrubs and other herbaceous plants may attract wildlife. Subsequently, ornamental landscaping may be damaged by wildlife. Homeowners will need to be responsible for damages incurred and will not be eligible for any reimbursement by the Colorado Division of Wildlife. Chronic Wasting Disease has been diagnosed within deer herds west of this parcel. Management efforts to control this wildlife disease will continue in the future, including culling of herds associated with infected animals. Homeowner and landowner cooperation has played a crucial role in Colorado Division of Wildlife management efforts and will continue to be essential in the future. Homeowners should be aware of this disease and management efforts associated with maintaining healthy deer populations. Homeowners should be aware that feeding big game animals, including deer, in Colorado is prohibited. Attracting and concentrating herds of deer by supplemental feeding may play a role in the prevalence and spread of chronic wasting disease. Homeowners should be made aware of the presence of native predators. Pets should not be allowed to roam free. All domesticated livestock and farm animals should be secured with wildlife proof fencing appropriate for the species being raised. Pets as well may negatively interact with wildlife even on the home-sites and homeowners will be responsible for handling these problems. Homeowners should secure pet and animal feeds,trash containers, and charcoal/gas grills. Pets should have current shots. All control of nuisance wildlife will be the homeowner's responsibility with the possible exception of bears and mountain lions. Homeowners and potential homeowners will find additional recommendations and information in the following Colorado Division of Wildlife DEPARTMENT OF NATURAL RESOURCES,Russell George,Executive Director WILDLIFE COMMISSION,Jeffrey Crawford,Chair•Tom Burke,Vice Chair•Ken Tones, Secretary Members,Robed Bray•Rick Eratran•Philip James•Claire O'Neal•Richard Ray•Robert Shoemaker Ex Officio Members,Russell Gdflftie and Don Ament Brochures: "Living With Wildlife In Coyote Country","Living With Wildlife Canada Geese", and"Too Close For Comfort". Homeowners should also be aware that hunting may be an ongoing fall and winter activity on lands surrounding the development. Shooting will occur normally in the early mornings until dark on these areas. The sounds of gunfire may be somewhat distracting,yet should be noted to the potential owners and developer. Thank you for your consideration of these comments. If you have any questions regarding these comments,please contact District Wildlife Manager Suzanne Kloster at 303-485-0593. Sincerely, M/tt d ti,,o 4,r , LL ;« /;e /47 ' £o Scott Hoover Northeast Regional Manager Cc: Suzanne Kloster Weld County Planning Department GREELEY OFFICE SEP 19 2005 % * * IVEDMemorandum TO: Kim Ogle, W.C. Planning DATE: September 13, 2005 C FROM: Pam Smith, W.C. Department of Public COLORADO Health and Environment CASE NO.: PF-1077 NAME: Harvey Markham/Markham View Estates The Weld County Health Department has reviewed the Final Plan application for Harvey Markham. This application was most recently reviewed under application CZ-1077 in March 2005. At that time, the applicant submitted a revised Change of Zone Plat that included primary and secondary septic envelopes, which I approved in my March 11, 2005 comments. The Final Plan map submitted in this application does not have primary and secondary septic envelopes on any lot. The language in the covenants protecting the septic envelopes is acceptable. The drainage easement has been located on Lot 6 There are no plat notes on the Final Plat. The Change of Zone application was approved with the following conditions: 1. Water service shall be obtained from Little Thompson Water District. 2. This subdivision is in rural Weld County and is not served by a municipal sanitary sewer system. Sewage disposal shall be by septic systems designed in accordance with the regulations of the Colorado Department of Public Health and Environment,Water Quality Control Division and the Weld County Code in effect at the time of construction, repair, replacement,or modification of the system. 3. Primary and secondary septic envelopes have been placed on each lot. 4. Language for the preservation and/or protection of the absorption field envelopes shall be placed in the development covenants. The covenants shall state that activities such as permanent landscaping,structures,dirt mounds or other items are expressly prohibited in the absorption field site. 5. If required, the applicant shall obtain a storm water discharge permit from the Water Quality Control Division of the Colorado Department of Public Health and the Environment. Silt fences shall be maintained on the down gradient portion of the site during all parts of the construction phase of the project. 6. During development of the site, all land disturbances shall be conducted so that nuisance conditions are not created. If dust emissions create nuisance conditions, at the request of the Weld County Health Department, a fugitive dust control plan must be submitted. 7. In accordance with the Regulations of the Colorado Air Quality Control Commission any development that disturbs more than 5 acres of land must incorporate all available and practical methods that are technologically feasible and economically reasonable in order to minimize dust emissions. 8. If land development creates more than a 25-acre contiguous disturbance,or exceeds 6 months in duration, the responsible party shall prepare a fugitive dust control plan, submit an air pollution emissions notice, and apply for a permit from the Colorado Department of Public Health and Environment. 9. "Weld County's Right to Farm" as provided in Appendix 22-E of the Weld County Code shall be placed on any recorded plat. O:\PAM\Planning\Final Plat\pf-1077 Markham.RTF 2 t:40- 414:1 MEMORANDUM ITO: Kim Ogle, Planning Manager W� DATE: 07-February-2006�• FROM: Peter Schei, P.E.,Public r partm t COLORADO SUBJECT: PF-1077 Markham View Estates PUD(Final Plat) sign-off Weld County Public Works Department has reviewed final plan materials and has the following development referral comments. Comments ❑ The applicant has submitted a revised Public Improvements Construction Plans for Markham View Estates — P.U.D. (PF-1077), sealed 15-December-2005,by Messner Engineering, Inc. which are acceptable to Public Works. u The applicant has submitted an additional three (3) sets of construction plans for use by Public Works' inspectors, which are acceptable to our Department. ❑ This completes requirements requested per the last email prepared by Robert Jacobs (Public Works) to Kim Ogle (Planning)dated Friday, September 30, 2005. Recommendation ❑ The Public Works Department effectively `signs-off' on this development with no recognized issues. The Planning Department may proceed with this case,with no restrictions by Public Works.` PC:PF-1077 Markham View Estates PUD(Final Plat)sign-off Email&Original:Planner:Kim Ogle PC by Post: Applicant:Harvey&Olga Markham PC by Post: Engineer:Messner Engineering,Inc. Page 1 of 1 __ Weld County ?lancing Department RUILDI'IG Lk PR t1 ii (AR MEMORANDUM TO: Kim Ogle, Planning Manag DATE: 14-April-2006 WIlD QC. FROM: Peter Schei, P.E., Publi o epartment COLORADO SUBJECT: PF-1077 Martha iew Estates PUD(Final Plat) sign-off 2 Weld County Public Works Department has reviewed final plan materials and has the following development referral comments. Comments ❑ Upon request by the applicant's engineer, Dennis Messner, P.E. on April 13th, Public Works has revisited the development comment pertaining to sight-distance-triangles. ❑ In a memorandum dated 26-August-2005, Mr. Robert Jacobs of Public Works requested sight-distance-triangles be shown on the final roadway construction plans. ❑ The sight-distance-triangle request is typical, appropriate and aids in the layout of a proposed development / access point—ensuring no obstructions(i.e.bus shelter, landscape plantings)per AASHTO. ❑ In this particular development proposal: access is to CDOT SH-56, CDOT has approved the location of the proposed access through a standard access permitting process (copy in case file), and the current paved roadway surface lies "well within"the current roadway right-of-way. ❑ The final plat note states that the sight-distance-triangles lie entirely within the CDOT right-of-way— and therefore were not shown. Public Works concurs with this statement. The applicant would be prohibited from placing objects (not permitted)within the CDOT right-of-way. ❑ Sight-distance-triangles would not lie within any part of the applicant's property. Right-of-way in addition to the existing dedication has been shown reserved on the final plat — furthering any opportunity for the applicant to place objects in a sight-distance-triangle. ❑ In Public Works memorandum dated 07-February-2006, it was determined that the submitted final construction drawing plans were acceptable to this Department ... sight-distance-triangles were discretionary based upon the above findings. ❑ Sight-distance-triangles are discretionary for the proposed development access point and do not need to be shown on the final construction drawings. ❑ Any objects or item placed within CDOT right-of-way(not already permitted) shall be cleared with said agency. Recommendation ❑ The Public Works Department, again,effectively `signs-off' on this development with no recognized issues. The Planning Department may proceed with this case,with no restrictions by Public Works.* PC:PF-1077 Markham View Estates PUD(Final Plat)sign-off 2 Email&Original:Planner:Kim Ogle PC by Post: Applicant:Harvey&Olga Markham PC by Post: Engineer:Messner Engineering,Inc. Page 1 of 1 07/26/2005 10:56:52 jhd RM File No.: S0073803 STANDARD COMMITMENT FOR TITLE INSURANCE ISSUED BY Security Title Guaranty Co. AS AGENT FOR First American Title Insurance Company INFORMATION The Title Insurance Commitment is a legal contract between you and the company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against certain risks to the land title, subject to the limitations shown in the Policy. The Company will give you a sample of the Policy form, if you ask. The Commitment is based on the land title as of the Commitment Date.Any changes in the land title or the transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements,Exceptions and Conditions. THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT. YOU SHOULD READ THE COMMITMENT VERY CAREFULLY. IF YOU HAVE ANY QUESTIONS ABOUT THE COMMITMENT PLEASE CONTACT THE ISSUING OFFICE. AGREEMENT TO ISSUE POLICY First American Title Insurance Company, referred to in this commitment as the Company, through its agent Security Title Guaranty Co.,referred to in this Agreement as the Agent, agrees to issue a policy to you according to the terms of this commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in the Commitment have not been met within six months after the Commitment date, our obligation under this Commitment will end. Also our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-1. The Exceptions in Schedule B-2. The Disclosures and Conditions contained in this Commitment. This Commitment is not valid without SCHEDULE A and Sections 1 and 2 of SCHEDULE B attached. 07/26/2005 [0:56:52 jhd RM File No.: S0073803 CONDITIONS DEFINITIONS (a) "Mortgage"means mortgage,deed of trust or other security instrument. (b) "Public Records"means title records that give constructive notice of matters affecting the title according to state law where the land is located. (c) "Land" means the land or condominium unit described in Schedule A and any improvements on the land which are real property. 2. LATER DEFECTS The Exceptions in Schedule B—Section 2 may be amended to show any defects,liens or encumbrances that appear for the first time in public records or are created or attached between the Commitment Date and the date on which all of the Requirements of Schedule B— Section 1 are met.We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects,liens or encumbrances existing at Commitment Date are not shown in Schedule B,we may amend Schedule B to show them.If we do amend Schedule B to show these defects,liens or encumbrances,we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment,when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: • comply with the Requirements shown in Schedule B-Section I or • eliminate with our written consent any Exceptions shown in Schedule B-Section 2. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim,whether or not based on negligence,which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. DISCLOSURES GAP PROTECTION When this Company conducts the closing and is responsible for recording or filing the legal documents resulting from the transaction, the Company shall be responsible for all matters which appear on the record prior to such time of recording or filing. MECHANIC'S LIEN PROTECTION If you are a buyer of a single family residence you may request mechanic's lien coverage to be issued on your policy of insurance. If the property being purchased has not been the subject of construction,improvements or repair in the last six months prior to the date of this commitment,the requirements will be payment of the appropriate premium and the completion of an Affidavit and Indemnity by the seller. If the property being purchased was constructed, improved or repaired within six months prior to the date of this commitment, the requirements may involve disclosure of certain financial information,payment of premiums,and indemnity,among others. The general requirements stated above are subject to the revision and approval of the Company. SPECIAL TAXING DISTRICT NOTICE The subject land may be located in a special taxing district; a certificate of taxes due listing each taxing jurisdiction shall be obtained from the county treasurer or the county treasurer's authorized agent; and information regarding special districts and the boundaries of such districts may be obtained from the board of county commissioners,the county clerk and recorder,or the county assessor. PRIVACY PROMISE FOR CUSTOMERS We will not reveal nonpublic personal information to any external non-affiliated organization unless we have been authorized by the customer,or are required by law. CONSUMER DECLARATION STATEMENT This Commitment for Title Insurance may include a Schedule B exception reference to recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate. If such reference is made, there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals or geothermal energy in the property. The referenced mineral estate may include the right to enter and use the property without the surface estate owner's permission. You may be able to obtain title insurance coverage regarding any such referenced mineral estate severance and its affect upon your ownership. Ask your title company representative for assistance with this issue. Security Title Guaranty Co. 3780 N Garfield#B Loveland, CO 80538 Phone: (970)663-6600 Fax: (970)663-1017 COMMITMENT SCHEDULE A Commitment No: S0073803 1. Commitment Date: July 12,2005 at 8:00 a.m. 2. Policy or Policies to be issued: Proposed Insured: Policy Amount (a) Owner's Policy $ TO COME TBD 3. Fee Simple interest in the land described in this Commitment is owned,at the Commitment Date by: Harvey R. Markham and Olga J.Markham 4. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto and made a part hereof (for informational purposes only) TBD, , CO PREMIUM: TBD Commitment $ 299.00 07/26/2005 11:01:01_jhd RM o . 07/26/2005 10:56:52 jhd RM File No.. S0073803 • Exhibit A Lots A and B of Recorded Exemption No. 1467-19-1 RE-3667,recorded April 13,2004 at Reception No. 3170171,being a part of the North Half of the Northeast Quarter of Section 19,Township 4 North,Range 68 West of the 6th P.M.,County of Weld, State of Colorado. • • 07/26/2005 10:56:52 jhd RM File No.: 50073803 Form No. 1344-B1 (CO-88) ALTA Plain Language Commitment SCHEDULE B-Section 1 Requirements The following requirements must be met: a. Pay the agreed amounts for the interest in the land and/or for the mortgage to be insured. b. Pay us the premiums, fees and charges for the policy. c. Obtain a certificate of taxes due from the county treasurer or the county treasurer's authorized agent. d. Provide us the "Affidavit and Indemnity" signed by the parties listed in Paragraph 3, Schedule A of this Commitment and notarized. e. The following documents satisfactory to us must be signed, delivered and recorded: 1. Warranty Deed sufficient to convey the fee simple estate or interest in the land described or referred to herein, to the Proposed Insured, Schedule A,Item 2(a). 2. This Commitment is subject to such further Exceptions and/or Requirements as may appear necessary when the name of the (Proposed Insured, Schedule A, Item 2A)has been disclosed. 3. Release of the Deed of Trust from Harvey R. Markham and Olga J. Markham to the Public Trustee of Weld County for the benefit of Wells Fargo Home Mortgage, Inc. to secure an indebtedness in the principal sum of $185,000.00, and any other amounts and/or obligations secured thereby, dated June 24, 2002 and recorded June 28, 2002 at Reception No. 2965364. NOTE: IF THE SALES PRICE OF THE SUBJECT PROPERTY EXCEEDS $100,000.00 THE SELLER SHALL BE REQUIRED TO COMPLY WITH THE DISCLOSURE OR WITHHOLDING PROVISIONS OF C.R.S. 39-22-604.5 (NONRESIDENT WITHHOLDING). 07/26/2005 10:56:52 jhd RM File No.: 50073803 Form No. 1344-B2(CO-88) ALTA Plain Language Commitment SCHEDULE B-Section 2 Exceptions Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: 1. Taxes and Assessments not certified to the Treasurer's Office. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easements,not shown by public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the land would disclose,and which are not shown by the public records. 5. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. Mineral reservations as set forth in the Patent from the United States of America to the Union Pacific Railway Company recorded September 13, 1883 in Book 36 at Page 393 as follows: Excluding and excepting from the transfer by these presents "All Mineral Lands" should any such be found to exist in the tracts described in the foregoing, but this exclusion and exception, according to the terms of the Statute, "shall not be construed to include coal and iron land." 8. Notice concerning underground facilities of United Power, Inc., formerly Union Rural Electric Association,Inc.,recorded January 24, 1991 in Book 1288 at Reception No. 2239296. 9. The following items as set forth on the plat of Recorded Exemption No. 1467-19-1-RE-3667, to-wit: a. Notes. b. 25 foot right of way dedication. c. 25 foot right of way reservation. d. Existing house and silo e. 30 foot access and utility easements NOTE: Item(s) 7, above refer to recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate. bl Security Title CompanyGuaranty 3690 W. 10th Street, 2nd Floor Greeley, CO 80634 Phone: (970) 356-3200 24 Hour Fax: (970) 356-4912 Metro Line: (970) 659-1700 Toll Free: (888) 825-3215 Exceptions A R2233?96 B 1288 EEC 02239296 01/24/91 10:16 • 1/002 F 0506 MARY ANN FEUERSTEIN CLERK d RECORDER WELD CO, CO NOTICE PURSUANT TO §9-1.5-103,C.R.S., CONCERNING UNDERGROUND FA..:ILITIES OF UNITED POWER,INC. Pursuant to §9-1.5-103, C.R.S., United Power, Inc., formerly Union Rural Electric Association, Inc., hereby gives notice of the following information. This Notice amends and supersedes the Notice tiled by Union Rural Electric Association, Inc.,on October 5, 1981,in Book 949,Reception No.1871004, Weld County records. 1. United Power, Inc., owns and maintains underground facilities within Weld County,Colorado, for the purposes of transmission and distribution of electricity. 2. The genera! description of the area served by United Power, Inc., within Weld County, Colorado, is as follows,to wit: All Sections of Townships 1 North and 2 North, Range 63 West of the 6th P.M.; all Sections of Townships 1 North, 2 North and 3 North, Range 64 West of the 6th P.M.; all Sections of Townships 1 North, 2 North and 3 North, Range 65 West of the 6th P.M.;all Sections of Townships 1 North, 2 North and 3 North, Range 66 West of the 6th P.M.; all Sections of Townships 1 North, 2 North, 3 North and 4 North, Range 67 West of the 6th P.M.; and all Sections of Townships 1 North, 2 North, 3 North and 4 North,Range 68 "lest of the 6th P.M. A map showing the general service area is attached as Exhibit A. 3. Notice is given that United Power, Inc., may have underground facilities or may place underground facilities in the future anywhere within its general service area described in paragraph 2.above. 4. Anyone concerned with the location of the underground facilities of United Power, Inc., within Weld County, Colorado, may obtain necessary information regarding the same from the following person or persons: Name: Monica L. Hansen Job Title: Right-of-Way Sjecialist _ Address: 18551 East 160th Avenue,Brighton,CO 8C601 Telephone No.: 1303)659-0551 1400-4684809 Notice is further given that in the event said individuals are no longer so employed or retained, contact should be made with the Engineering Department at United Power, Inc.,at the same address and telephone number. SIGNED AND SEALED this 2i day of . 4 : .. ;, ./ , 1991. �r 1 UNITED POWER,INC. // , 7, . • David I. Dunnell,General Manager STATE OF COLORADO ss. COUNTY OF ADAMS The foregoing instrument was acknowledged before me this . day of . _ 1991,by David I. Dunnell,General Manager of United Power,Inc. WITNESS my hand and official seal. c., .)/ .�;li;;� :n:�`: Notary P lie % =,�tgApOr irssion expires_ ,1 i B 1288 REC 02239296 01/24/91 10:16 510.00 2/002 F 0507 MARY ANN FEUERSTEIN CLERK 6 RECORDER WELD CO, CO pin «9• nit tyro nil was s11• eul1111 un -- — I i ■ L. , ■ ,. . 42,15. I _ ■ I� : . I « •, I ' 2. 3t —« „ ■ •• •, sN., ,. _ . • L Ala . I j 1 I 1 �■N. —� - I R.EN.SDL "es .• •�i'..: ' F':DE. C% « :?...FT. PION ® ■ s, ■ so TIN 25 es 74 « a,sLn crou r « e «':" N: rE jre COl isr I . « Ii 1111 11. 1• ' s • 1111011 11. 1111 •Lu 011«11 L folios',1111. . :1 f•1 111 ••11 11«01• ••1 1111 lin III MI III and UNWED pq q.pp..:.: ADAMS COUNTY RR � '•"°° a• '"•1•" EXHIBIT A UNW�ELA ED OUNTYRY r,„I., Is]LII,I IWI UI MI I SIN'I II, - FE:. Recorded Exemption 'No. 1467- 19-1 RE—:3667 A portion of land located in the North 1/2 of the Northeast 1/4 of Section 19, Township 4 North, Range 68 West of the 6th P.M., Weld County, Coloradoli -E1 ":¢ 1E w hmi ha t. f I iin ..3::-,Apir l ,erg.t.-->mii---711.17—sn'''':l'tj'1::214:-4 ..'''''6,' ,' Sta";41.1:115.61L.1;tataa .fiN;C:1;171:::::" n...,.. n..., • . ..._...- r.w x B tr r..."";.= u u. n.. • y. ., . i n...e LT...," ,vn krx / IL IL ., . B ic ✓cinr/y Mop CD a LZ:I'^ Tim Recorded armaatran Harvey and Olga Markham Recorded Exemption allo. 1467-10-1 RE-3667 4a cai, :.,..aaa d'•—-. 4 Frederick Lind Surveying Inc qq „4_ max..a ,w,,, µ m coo .— _.._— — _ eau x.nn r..m....... u,.a.e n.•<e. emw 5.. ✓: P a,.:0.el aef z,a ea:[..g se.ene ' QS 9,„„__OYB AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Property Legal Description: 1.\/ �1 c-. f1/4/i; ( 8,6"t/ / I Parcel Number ` 0 ti / - -,- cE - ce ?-2 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us). (Include all lots being included in the application area,If additional space is required,attach an addtional sheet) THE UNDERSIGNED, being first duly sworn, stabs that b the best of his or her knowledge the attached list is a true and accurate 1st of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners' of property(the surface estate)within five hundred (500) feet of the property being considered. This list was compiled from the records of the Weld County Assessor, or a person qualified to do the task, and shall be current as of a date no more than thirty(30)days prior to the date the application is submitted to the Department of Planning Services. C % f/P( Title: 11rThe foregoing instrument was subscribed and sworn to me this �Jl ( day of,, (,(., l WITNESS my hand and official seal. My Commission Expires: ,._ `�J'• ��h i ir • rf • Nota Public G4: t " Op CO . MyCantittionEOMIflU -15- AFFIDAVIT OF INTERESTED LAND OWNERS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 10611910008.1 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 from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. Signature Date Property Owners Within 500 ft. of Parcel# 1O6119100081 PARCEL NAME kAIJANQADPRJSSI IDENTIFICATION_# PO BOX 668 ENRIGHT DONALD F & AGNES T 106118000019 NIWOT,CO 80544 560 E HWY 56 HOOKER IRA DANIEL JR & 106119000042 SAMMYE JANE BERTHOUD,CO 80513 750 E HWY 56 HOSKINS ALAN KEITH & BERTHOUD,CO 106119100075 80513 405 W CHESTER HUEY MICHAEL G & 106119100074 LAFAYE 1 1'> ,CO 80026 650 HWY #56 MARKHAM HARVEY R & OLGA 106119100082 J BERTHOUD,CO 80513 http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=1 061 1 91 00081&Part=1... 7/22/05 AFFIDAVIT OF INTERESTED LAND OWNERS Page 2 of 2 790 E HWY 56 SCHABINGER JOHN W & LAREE 106119000045 K BERTHOUD,CO 80513 548 HWY 56 WILLIAMS CHRIS E & BERTHOUD,CO 106119000041 80513 http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=1 06 1 1 91 0008 1&Parl=1... 7/22/05 , AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Property Legal Description: f\ 7 Aft n y s) crew A) / Q .77t„..,,js-1qip 4--( No 2-.i H p a Lnt 2 f^� � Z- , s r p Parcel Number / 0 6 ( - / - ( - Q 4v- 1O Z' (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us). (Include all lots being included in the application area,If additioral space is required,attach an addtional sheet) STATE OF COLORADO ) )ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, stabs that b the best of his or her knowledge, the attached list is a true and accurate 1st of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land being considered. The list shall be prepared from the real property records by a person qualified to do the task, and shall be current as of a date more than thety(30)days prior to the date the application is submitted to the Department of Planning Services. Note: Mineral Notification 5 in addition to that required by C.R.S.24-65.5-102 through 104. / B 'elj'/ 4/- 6 Title: II The foregoing instrument was subscribed and sworn to me this 'I day of\ A .`,1;S , WITNESS my hand and official seal. / NAB My Commission Expires: I.4 -C ----1141c L. q`‘t i .'0TAgiy2f -� r . I )YL 2 Ct4 2 / • i Notary Pub is 1i 15:•VgL� PP', �X 4.OF COL,= My ConlNwbn ES 1?II71D6 -16- Interest Owners of Minerals and/or Subsurface Harvey R. and Olga J. Markham 650 Hwy 56 Berthoud, Colorado 80513 PL1776 Oversized Maps Located in Back of Original File Not Scanned Hello