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Home My WebLink About1.0 Application• 1 Kent Jolley 532 Traver Trail Glenwood Springs, CO 81601 945-1010 w 945-9525 h May 23, 1995 Garfield County Building & Planning Department Garfield County Planning Commission Garfield County Courthouse 109 8th Street Glenwood Springs, CO 81601 RE: The Cedars P.U.D. Preliminary Plan Dear Mr. Michaelson: Attached herewith, please find the plans and information required by the Garfield County Subdivision Regulations, for a submittal of Preliminary Plan for The Cedars PUD. The current owner is Elk Creek Ventures, a Limited Liability Company. The owners of Elk Creek Ventures, LLC are Richard and Mary Jolley, Kent Jolley, and Brett Jolley. This submittal reflects the input of the Garfield County Planning Commission, Garfield County Planning Staff, and the Garfield County Commissioners (as well as our own consultants) through two sketch plan reviews. The Garfield County Commissioners approved the zone change to a PUD at their May 15, 1995 meeting. I believe this submittal incorporates all of the conditions required by the above mentioned entities. This submittal contains a road profile design, as well as the other engineering designs required for Preliminary Pian. We are still investigating alternative road profile designs, and in the next few days may submit a request for a variance of road grades from Garfield County road design standards. • • We intend to develop the whole project in one phase. This plan offers ten lots (all over one acre) with over four acres of open space. We want to stress that this plan was built around the available building sites, with a goal of providing a private site with unobstructed views. Ron Liston and Jeff Simonson have been hired and involved from the start to insure this project will be done professionally. Very truly your Elk Creek Vent es LLC by Kent Jolley, Ma ager SUBDIVISION NAME: Elk Creek Ventures, LLC OWNER: • Jeff Simonson/Schmueser Gordon Meyer, Ron Liston/ Land Design, ENGINEER/PLANNER/SCIRVEYOR • Mid uoolbaugh/Shale Country Survey, Nick Lampiris/Geologist LOCATION: Section 25 Township 5 Sn„rt, Range 91 West WATER SOURCE: Town of New Castle SEWAGE DISPOSAL METHOD: Individual Sewage Disposal Syerem PUBLIC ACCESS VIA: County Road ##245 • • Sketch Plan Preliminary Plan XXX Final Plat SUBDIVISION APPLICATION FORM The Cedars EXISTING ZONING: P.U.D. EASEMENTS: Utility Electric, gas, telephone, and TV along Covnry Roarl #745 Ditch Coryell Ditch TOTAL DEVELOPMENT AREA: (1) Residential Single Famiy Duplex Multi -family Mobile Home (2) Commercial Number Acres 10 13.5 Floor Area Acres sq.ft. SHEET NUMBER 11 RIFLE AREA, COLORADO (NEW CASTLE QUADRANGLE) 107°30'00. 39°3 . i• 11111,3"q"11. 1 ! I l-• 1 :1-3(3.1 :I (1-1....!III3l!,ej ';!!."1 tr)CI 1 !../ I (:•;::. 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S lo:.e SEE='E Slope I DEFOrSO SEvERE Slope Large Stones MODERATE Slope MODERATE Scope MODERATE Slope Frost Action SEVERE SEVERE SEVERE Shrink -swell Shrink -swell Low Strength Shrink -swell SEVERE Slope Large Stones SE'VEPE Slope Deott, To Roc:. SEVERE Slope SEVERE Slope Large Stones SEVERE Slope -arse _tones SEVERE _ DeoaTc ".0 r' LCL':� Slope SE'VE-_ Slope SEVERE Slope Large Stores SEVERE Slope Larce Sto-;es SEVERE Dept, a Ro:k Sjooe SE;ERE Slope SE,./ERE Slope Large Stores LIMITATION Slope Droughty LIMITATION Peros Slowly Slope LIMITATION Slope Large Stores Droughty LIMITATION 8-1..e Depth To Roc. L'MITATION Slope LIMITPTTON Sicpe Large Stones Droughty U.S. Department of Agriculture Soil Conservation Service SOIL INTERPRETATION REPORT Survey Area- RIFLE AREA PARTS OF GARFIELD AND MESA COUNTIE Mao Symbol. Soil Name Shallow Excavations Small Commercial Buildings Lawns. Topsoil Drainage Landscaping, and Golf Fairways 6 ASCALON SEVERE Cutbanks Cave 30 HELDT ,s MODERATE Too Clayey Slope ILDEFONSO SEVERE Large Stones Slope LAZEAR SEVERE Depth To Rock Slope 58 POTTS SEVERE Slope ILDEFONSO SEVERE Large Stones Slope SEVERE Slope SEVERE Shrink -swell Slope SEVERE Slope Large Stones SEVERE Slope Depth TO Rock SEVERE Slope SEVERE Slope Large Stones MODERATE Droughty Slope MODERATE Slope SEVERE Slope SEVERE Slope Depth To Rock SEVERE Slope SEVERE Slope FAIR Too Sandy Small Stones Slope FAIR Too Clayey Slope POOR Large Stones Area Pecialm Slope POOP Depth To Rock Small Stones Slope POOP Slope POOR Large Steres Area Reclaim Slone LIMITATION Deep 10 Water LIMITATION Deep TO Water LIMITATION Deep Tc Water LIMITATION. Dee,• To Water LIMITATI0 Deep To Wate,. LIMITATION Deno To Water • • DECLARATION OF PROTECTIVE COVENANTS THE CEDARS SUBDIVISION LOCATED IN GARFIELD COUNTY, COLORADO Know all men by these presents that ELK CREEK VENTURES, LLC, being the owners of The Cedars Subdivision located in Garfield County, Colorado, and being desirous of protecting property values and the health, convenience, welfare, and use of the owners of lots herein, does hereby declare and adopt the following Restrictions, Covenants, and Conditions, each and all of which shall be applicable to and run with the lots in The Cedars Subdivision as the same appear upon plat thereof filed for record on , 1995, as Document No. -- in the office of the Garfield County Clerk and Recorder, said Restrictions, Covenants, and Conditions being as follows: 1. Definitions. As used in these Protective Covenants, the following work, terms, and letter designations shall have the following meanings: 1.1 "Subdivision" shall mean The Cedars Subdivision 1.2 "Association" shall mean The Cedars Homeowners Association. 1.3 "Lot" shall mean a lot in the Subdivision. 1.4 "Owner" shall mean the owner of a lot in the Subdivision. 1.5 "ACC" shall mean the Architectural Control Committee for the Subdivision. 1.6 "Act" shall mean the Colorado Common Interest Ownership Act, CRS. 38- 33.3-101 et seq. 1.7 "Declarant" Elk Creek Ventures, LLC as property owners and Developers of The Cedars Subdivision. 2. The Cedars Homeowners Association: 2.1. Each owner shall automatically become a member of the Association. 2.2. The purposes and powers of the Association are as set forth in its Articles of Incorporation, Bylaws, and the Act and include, but are not necessarily limited to, the management, control, and maintenance of: 2.2.1. The water distribution system; Provided, however, that at any time should the Town of New Castle elect to assume ownership, operations, control, 1 r • management, maintenance, replacement of any portion of the water supply system as indicated on the Final Plat and in the Subdivision Improvements agreement of the subdivision the Association shall upon receiving an agreement approved by the Declarant convey, dedicate, transfer and otherwise relinquish all operations, control, management, maintenance, and replacement of such portion of the water system to the Town of New Castle; 2.2.2 Roadways dedicated to the public; 2.2.3 Easements for utilities, ingress and egress as plated. 2.3. The Association may assign its future income, including its rights to receive common expense assessments, upon an affirmative vote of the majority of the lot Owners at a meeting called for such purpose. 2.4 During the period of Declarant control, as described in paragraph 28, below, the Declarant shall have the right, pursuant to Section 38-33.3303(5) of the Act to appoint and remove officers of the Board of Directors of the Association. In the event the Declarant surrenders such right, it may require, by separate recorded instrument, that certain Association actions shall nonetheless require Declarant approval to become effective. 2.5 The Association shall have one (1) class of voting membership. Owners of lots shall be entitled to one (!) vote as Association members for each Lot owned. In the event there are multiple owners of a Lot, the Owners shall designate in writing one (1) of them as the voting representative who shall cast the vote on behalf of all said lot Owners at any Association meeting. Such representative shall be the only person entitled to issue proxies on behalf of the lot whose Owners he represents. 2.5.1 The Association shall have the right to enter into agreements with Property Owners outside the boundaries of the Subdivision relating to utility, access, and other easements which it deems necessary. 3. Limitations of Structures: Single family residential use only. The property in the Subdivision is intended to be developed for single-family residential purposes only with all structures designed to blend into and complement the natural surroundings. 3.1 No more than one (1) detached single-family dwelling shall be erected upon any lot inclusive of an attached or detached garage for no more than four (4) vehicles, and except for other building(s) for recreational functions, work shop, vehicle storage, guest quarters, or other uses which are approved by the Association and the ACC and are in accordance with Garfield County Regulations. Z • 3.2 No building or structure intended or adapted to business, commercial, or manufacturing purposes, nor any multi -family dwellings, shall be erected, placed, maintained, or permitted upon any lot. 3.3 All structures shall be situated on each lot in accordance with approval by the ACC. Unless varied by the provisions of Paragraph 21.4 hereafter, no structure on any lot shall be constructed closer to any side or rear lot line or any front lot line than the standard established under applicable Garfield County codes. In locating structure, the ACC shall approve its location with as minimal impact on neighboring lots as possible. 3.4 No structures shall be placed or located on any lot in such a manner that will obstruct, divert, or otherwise alter the natural water drainage courses and patterns or irrigation ditch. In any event no structure shall be placed in the bottom or mouth of natural drainage and ravines. No landscaping, driveways, or changes to the existing terrain shall be made which shall obstruct, divert, or otherwise alter such drainage. 3.5 The minimum size of each dwelling shall be not less than fifteen hundred (1500) square feet of finished living space exclusive of basements (finished or not), of open porches, garages, carports, or accessory building and structures. 3.6 No structure shall be permitted on any lot which exceeds the standard established under applicable Garfield County codes. The ACC may further restrict the height or elevation of structures as to not obstruct the view plane of the other owners. 3.7 No building shall be erected by means of other than new construction, it being the purpose of this covenant to ensure that old buildings will not be moved from previous locations and placed upon a lot. 3.8 All structures shall be constructed so as the exterior is of either brick, stone, lumber, stucco, or a combination thereof. Interior materials may be at the discretion of the Owner provided that the exterior appearance is of the materials stated above and approved by the ACC. The use of cinderblock shall not be allowed unless it is faced with another material herein approved. United States Forest Service and Colorado State Forester Wildfire Prevention guidelines should be incorporated into residential site planning and design. 3.9 No structure shall be placed or erected upon any lot which is, ever has been, or could be made the subject of a specific ownership tax as now defined in Title 42 of the Colorado Revised Statutes, nor shall structures constructed in a fashion and manner as mobile homes be allowed. 3 • • 3.10 Each structure shall be completed within one (1) year from date of commencement of construction. 3.11 Except as provided in Paragraph 28, no lot or portion thereof may be used for access easement or right of way to real property outside the Subdivision. 4. Resubdivision Prohibited. The resubdivision of a lot by an individual lot owner other than the Declarant is prohibited. Boundary line adjustments which do not result in the creation of additional lots shall not constitute resubdivision. 5. Existing Foliage: Wildfire Prevention. The existing foliage and vegetation on each lot shall be preserved in as near a natural state as possible. However, consideration must be given to the United States Forest Service and Colorado State Forester Wildfire Prevention guidelines. In particular, except for low ground cover, such as mowed grass, all vegetation within ten (10) feet of the structure shall be removed. Brush or trees within thirty (30) feet of residences shall be thinned, if practicable without adversely diminishing the natural esthetics of the lot, so that remaining clumps are no more than then (10) feet wide 6. Utility Lines. No gas lines, light and power lines, telephone lines or television cable shall be permitted unless said lines are buried underground at the owner's expense and out of sight from their primary source at the lot line to the dwelling. 7. Sewage Disposal. All sewage shall be disposed of by means of an individual sewage treatment facility or septic tank and leachfield approved by the local health agencies having jurisdiction thereof. Owners shall maintain such treatment facilities in good operating condition. 8. No Temporary Structures. No structures of a temporary character, trailer, basement, shack, garage, or any other outbuildings of any description shall be used on any lot, except on a temporary basis not exceeding nine (9) months by the owner or construction contractor constructing a dwelling on a lot. Compliance with the Garfield County Regulations is required with respect to such temporary structure permitted under this paragraph. 9. No Commercial Use. There shall not be permitted or maintained upon any lot or any part thereof any trade, business, or industry, except "in-house or cottage business" whose employees are limited to the immediate family of the owner, shall be permitted and that Owners may rent or lease their dwelling for residential purposes when not required for the Owner's use. Renting or leasing of the dwelling may only be done for the entire dwelling. No apartments or other divisible use of the dwelling shall be utilized by anyone other than the Owner and Owner's guests, and any such use shall be deemed a commercial use and subject to immediate injunction by the Association or other Owners. w • • 10. Fences. The ACC must approve the type and location of all fencing prior to installation. In no event will fencing of property boundaries be permitted. Fencing shall be in architectural harmony with the main dwelling and out- buildings. Fencing shall be limited to gardens, kennels, or other elements within a one hundred (100) foot perimeter of the main dwelling structure. 11. Animals. 11.1 Domestic Animals. Domestic livestock shall not be permitted in the Subdivision. 11.2 Lot owners shall be entitled to keep dogs on their property pursuant to the following restrictions and limitations: 11.3.1 Dogs shall be kept under the control of the owner at all times and shall not be permitted to run free or to cause a nuisance in the Subdivision. No dogs shall be allowed beyond the boundaries of the lot owned by the persons where the dog is housed unless accompanied by a person in full control of such dog(s). 11.3.2 No more than one (1) dogs shall be kept per lot. 11.2.3 Dogs shall not be allowed to bark continuously, which shall be defined as barking for a continuous ten minute period or continual intermittently for over one (1) hour. 11.2.4 Dogs shall be leashed, chained, fenced, "electric fenced," kenneled, or under control of the owner, which shall mean that the dog does not leave the boundaries of the lot or house at all times. Metal fencing will be allowed for the purposes of kenneling a dog. Location of kennels shall be subject to review of the ACC. 12. Maintenance of Property. 12.1 The owner of each lot shall keep the same clean and free of rubbish and trash and shall keep structures thereon in good repair doing such maintenance as required for this purpose. 12.2 No noxious or offensive conduct or activity shall be carried on upon any lot or in any structure which may constitute a health hazard or nuisance to the neighborhood. 12.3 In the event clothes lines, equipment, garbage cans, service yards, woodpiles or storage areas are not screened form view by natural elements the • ACC may require screening by planting or construction to conceal them from view of neighboring lots and streets. 12.4 The outside burning of trash, rubbish or other materials shall not be permitted 13. Vehicles. 13.1 All motor vehicles must be currently licensed and operational unless fully enclosed within a garage or shop. 13.2 No vehicles, boats, campers, trailers, snowmobiles, or other such recreational vehicles shall be parked in view of public right-of-way. 14. Signs. No billboards, signs, or other advertising devices of any nature shall be erected, placed, maintained, or permitted, provided that this restriction shall not be construed to prevent appropriate names and address signs and signs that advertise property for sale or rent insofar as it is necessary to promote the sale and development of such properties. 15. Collection of Assessments: Enforcement. 15.1 Assessments: All lot owners shall be obligated to pay any assessments lawfully imposed by the Board of Directors of the Association. To the extent the Association is responsible therefor, assessments may be lawfully imposed for any items of common expense which may include, among other things: the provision of water to the lots, which shall be metered; expenses and costs of maintaining, repairing, and plowing of roads within and accessing the Subdivision; expenses of the ACC; and insurance, accounting, and legal functions of the Association. The Board of Directors may establish contingency and reserve funds for the maintenance and improvement of the roadways and other anticipated costs and expenses the Association to be incurred in pursuit of its purposes. Contingency and reserve funds shall be in such an amount as the Board of Directors may deem necessary and appropriate for the aforesaid purposes. Each owner shall be required to pay his prorate portion of these funds. As used herein, an owner's prorata portion of common expenses shall mean a fraction formed by the number of lots purchased and held by the lot owner (numerator) and the number lots in the Subdivision (denominator). The Board of Directors shall have the right during any calendar year to levy and assess against all of the owners special assessments for such purpose or purposes, in accordance with this Declaration, or the Articles or Bylaws of the Association, as may be necessary. Any such special assessment shall be paid by the owners obligated to pay such assessment and shall be due and payable as determined by the Board of Directors. i • 15.2 Lien for Nonpayment of Assessments. All sums assessed by the Association, including without limitation the share of common expense assessments chargeable to any lot owner, and fines, charges, late charges, penalties, attorney fees, and interest which may be levied on a lot owner, and unpaid utility fees and assessments charged to a lot owner, shall be the personal obligation of the lot owner at the time such assessment or charges becomes due. Such obligation may not be passed to a successor in title, unless expressly assumed by the successor, and such assumption is approved by the Association. All sums shall also constitute a continuing lien against such lot superior (prior) to all other liens and encumbrances, excepting only: 15.2.1 Liens for real estate taxes and other assessments against the lots in favor of any governmental assessing unit. 15.2.2 All sums unpaid on a first mortgage, deed of trust, or other encumbrance of record, including any unpaid obligatory sums as may be provided by encumbrance, except the lien shall have limited priority over such first mortgage, deed of trust, or other encumbrance as provided by the Act. 15.2.3 Liens and encumbrances recorded before the recordation of the Declaration, except as otherwise provided herein or by the Act. If an assessment is payable in installments, each installment shall also constitute a continuing lien form the date it becomes due, including any valid acceleration date. 15.3 Waiver of Homestead Exemption. Each owner hereby agrees that the Association's Lien on a lot for assessments as hereinabove described shall be superior to the Homestead exemption provided by C.R.S. 38-41-201 et seq., and acceptance of conveyance in regard to any lot within the Subdivision shall signify such grantee's waiver of the homestead right granted in said article of the Colorado statutes. 15.4 Penalties: Notice of Lien. If any assessment shall remain unpaid after thirty days after the due date thereof, such unpaid sums shall bear interest from and after the due date thereof at the maximum rate of interest permitted by law, or at such a rate as is determined by the Board of Directors. The Board of Directors may impose a late charge and/or penalties on such defaulting owner as may be established by the Board. In addition, the Board of Directors shall be entitled to collect reasonable attorney's fees incurred in connection with any demands for payment and/or collection of delinquent assessments. To evidence such lien, the Board of Directors shall prepare a written notice setting forth the amount of such unpaid indebtedness, the name of the owner of the lot, and its legal description. Such a notice shall be signed by one (1) member of the Board 7 s s of Directors and may be recorded in the office of the Clerk and Recorder of the County of Garfield, Colorado. 15.5 Foreclosure: Release of Lien. Such lien may be enforced by foreclosure of the defaulting owner's lot by the Association in like manner as a mortgage on real property, upon the recording of a notice of claim thereof. In any such foreclosure, the owner shall be required to pay the costs and expenses of such proceedings, the costs and expenses for filing the notice or claim of lien, and all reasonable attorney's fees. The owner shall also be required to pay to the Association any additional assessments against the lot during the period of foreclosure, and the Association shall be entitled to the appointment of a receiver to collect the same. The Board of Directors, for the Association, shall have the power to bid on the lot at foreclosure sale and acquire and hold, lease, mortgage, and convey the same. The Association, at its election, and in addition to any other remedies it may have at law or in equity, may also sue an owner personally to collect any monies owed the Association. Any recorded lien for nonpayment of the common expenses may be released by recording a release of lien executed by a member of the Board of Directors. 16. Enforcement of Covenants and Restrictions. 16.1 Right of Action. The Association, acting by and through its Board of Directors, shall have the right to prosecute any action to enforce the provisions of all of the Covenants by injunctive relief, on behalf of itself and all or part of the owners of the lands within the Subdivision. In addition, each owner of the land within the Subdivision, including the Association, shall have the right to prosecute any action for injunctive relief and for damages by reason of any violation of these Covenants The prevailing party in any enforcement action shall be entitled to an award of its reasonable costs and attorneys' fees. After thirty days written notice to any owner of a violation of these Covenants, and the owner's failure to eliminate or cure said violation, the Association, in addition to the other remedies set forth herein, may levy a penalty of $50.00 per day every day the violation exists or continues after the expiration of said thirty day period. 16.2 Limitations of Action. In the event any construction or alteration or landscaping work is commenced upon any of the lands in the subdivision in violation of these Covenants, and no action is commenced within one (1) year thereafter to restrain such violation, then injunctive or equitable relief shall be denied, but an action for damages shall still be available to any party aggrieved. This one-year limitation shall not apply to injunctive or equitable relief against other violations of the covenants. 17. Easements shown on Final Plat. The Association is entitled to use such easements as are reflected on the final Plat for the Subdivision and that are conveyed to it by deed. Except by agreement with an owner, the Association • • shall have no obligation to pay any amount for the use and enjoyment of such easements. The Association shall pay for the cost of maintaining and repairing any improvements which it places on any easements. 17.1 Easements for Access. The Association may access all Tots within the Subdivision at reasonable times to determine compliance with the conditions of approvals of the Subdivision granted by the Garfield County Commissioners and to determine and enforce compliance with all of the provisions of these Covenants. 17.1.1 Easements and Right -of -Way for Corryell Ditch. Easements and right-of- way for Correyell Ditch shall be as shown on the Final Plat and have unrestricted access from all roads as shown on the Final Plat for proper maintenance and repairs of the ditch by authorized personnel of the ditch companies and/or owners of water rights which flow through the ditch. Lot owners shall not restrict the flow of water, siphon, pump, or in any means transport water form the ditch without written authorization from the ditch owner's and water right holders. Further, Association Members shall assist in keeping ditches free of refuse and debris as is needed and promptly contact the ditch owners in the event of any leakage, overflow or other detrimental occurrences relating to the ditch. 17.1.2 Easements and Right -of -Ways for Ingress, Egress, and Utilities for Properties Outside the Subdivision. Easements and right -of-ways for ingress, egress, and utilities serving properties lying outside the boundaries of the Subdivision shall be as indicated on the Final Plat. The Association and/or Declarant shall enter into specific agreements/contracts with the owners of said properties, prior to any construction or use, defining the cost, responsibilities for maintenance, repairs, and replacement relating to easements and right-of-ways. 17.2 Easements for Utilities. Easements and rights-of-way in perpetuity are hereby reserved for the erection, construction, maintenance, and operation of wire, cables, pipes, conduits, apparatus for the transmission of electrical current, telephone, television and radio lines, and for the furnishing of water„ gas, or for the furnishing of other utilities together with the right to enter for the purpose of installing, maintaining, repairing, replacing, and improving the same along, across, upon, and through all roadway easement, right-of-ways, and utility easements and right-of-ways as shown on the Final Plat of the Subdivision. 18. Roadways. All roadways in the Subdivision shall be dedicated to the public. Such roadways shall be subject to an easement and right-of-way for ingress and egress for the installation and maintenance of utilities as provided in Paragraph 17.2 , above. The costs for maintenance, repairs, and snow removal shall be funded by fees collected as assessments by the Association. 9 • • 19. Domestic Water. The domestic water supply shall be from a central water system, which shall be operated by the Association, except in the event the Town of New Castle should be desirous to accept dedication of the water supply system. AH water use shall be metered by the water meters approved by the Town of New Castle. Agreements and/or additional Rules and Regulations concerning the use and operation of the water system may be executed, proposed, and adopted by the Association and/or the Town of New Castle to allow for the efficient use and operation of such system. 20. Lighting. The ACC shall consider exterior lighting plans and will recommend that all exterior lighting (with possible exceptions for lighting necessary for safety) be directed towards the applicant's property. It will also recommend that all lot owners make every effort possible to limit the use of exterior lighting at night. It shall encourage Owners to build in such a fashion that all light sources not be directly visible from outside of the Owner's property. The intent behind these considerations is to preserve the rural character of, and wildlife presence in the Subdivision by limiting exterior lighting as much as possible while maintaining a safe atmosphere. 21. Architectural Control Committee (ACC). 21.1. No improvements of any kind, including, but not limited to, dwelling houses, garages, fences, parking areas, drives, antennas, flagpoles, walks, and every other type of improvement, shall ever be constructed or altered on any lands within the Subdivision, nor may any vegetation be altered or destroyed, nor any landscaping performed on any tract unless three (3) complete sets of architectural plans and specifications for such construction, alteration, or landscaping are submitted to the ACC and approved in writing prior to the commencement of such work. All decisions of the ACC shall be in writing. One (1) set of plans and specifications shall remain on file and become a permanent record of the ACC. If the ACC fails to take any action with thirty days after complete plans have been submitted, then all such plans shall be deemed to be approved; provided, however, that no uses may be authorized or deemed approved unless adequate water resources are available to sustain such use. This provision is not to be construed to require plans for the planting of gardens and the planting of flowers and decorative plants immediately adjoining the main dwelling or on decks or patios. 21.2 The ACC shall exercise its best judgment to see that all improvements, construction, landscaping, and alterations on the land within the Subdivision conform to and harmonize with the natural surroundings and with existing structures as to external design, materials, color, setting, height, topography, grade, and finished ground elevation. The ACC shall protect the seclusion of each homesite from other homesites as much as possible and shall adhere to /0 • 1 United states Forest Service and Colorado State Forester Wildfire Prevention Guidelines. 21.3 Architectural plans and specifications submitted under Paragraph 21.1 hereof shall show the nature, kind, shape, height, materials, floor plan, building elevations, location, exterior color scheme, alterations, grading, and all other matters necessary for the ACC to properly consider and make a determination thereon. The applicant shall also submit a plan showing any proposed landscaping or revegetation required to restore disturbed areas, together with a schedule for the completion of such work . The ACC shall disapprove any architectural plans submitted to it which are not sufficient for it to exercise the judgment required of it by these Covenants. 21.4 The ACC may grant a reasonable variance or adjustment of these conditions and restrictions in order to overcome practical difficulties and prevent unnecessary hardship arising by reason of the application of the restrictions contained herein. Such variances or adjustments shall be granted only in case the granting thereof shall not be materially detrimental or injurious to other property or improvements of the neighborhood and shall not defeat the general intent and purpose of these Covenants. 21.5 The ACC shall not be liable in damages to any person or association submitting any architectural plans for approval or to any owner by reason of any action, failure to act, approval, disapproval, or failure to approve or disapprove with regard to such architectural plans. 21.6 The initial members of the ACC shall be: Mary Jolley Brett Jolley Jeanne Jolley The initial address for the official correspondence with the ACC shall be 1288 County Road 245, New Castle, CO 81647. A majority of the ACC may designate a representative to act for it. Should a member resign or become unable to act, the other members shall appoint a successor. Subsequent to the sale of all lots, one or more members may be replaced by written designation recorded in the Garfield County Clerk and Recorder's Office showing approval by the majority of the owners. 22. Insurance. /1 • • 22.1 Not later than the time of the first conveyance to an owner other than the Declarant, the Association shall, to the extent reasonably available, obtain and keep in full force and effect the following coverage: 22.1.1 Property insurance on the common elements as provided by the Act. 22.1.2 Commercial general liability insurance as provided by the Act. 22.1.3 Coverage for members of the Board and officers of the Association, including committee members, against libel, slander, false arrest, invasion of privacy, errors and omissions, and other forms of liability generally covered in officers and directors liability policies. 22.1.4 Any additional coverage required by the Act or other laws. 22.2 The Board of Directors, at its discretion or if otherwise required by law, may elect to secure fidelity coverage against the dishonesty of employees, destruction or disappearance of money or securities, and forgery. This policy shall also cover persons who serve the Association without compensation. The Board of Directors may maintain coverage against such other risks of a similar or dissimilar nature as it deems appropriate. 23. Covenants Run With the Land. These Covenants are to run with the land and shall be binding upon all parties and all persons claiming under them until the year 2015, at which time said Covenants shall be automatically extended for successive periods of ten years unless by vote reflected by signed documents duly recorded by the majority of the then owners, it is agreed to change said Covenants in whole or in part. 24. Termination of Covenants. These Covenants may be lawfully terminated pursuant to any applicable laws of the State of Colorado and Garfield County, Colorado, and the provisions herein contained. 25. Amendment of Declaration. Except for the right of the Declarant to amend this Declaration or sections which give the Declarant rights, as specified herein or by law, this Declaration may be amended by the vote of sixty-seven percent of the votes entitled to be cast by the members of the Association. Any amendment shall become effective upon recordation, provided a properly certified copy of the resolution of amendment is placed on record in Garfield County, Colorado, no more than six (6) months after said meeting. 26. Notice of Lot Owners. Written notice of matters affecting the Subdivision Association shall be sent to all unit owners by delivering such via regular first- class mail to the addresses of such owners. All owners shall register with the /Z • • Association an address for delivery of such notice and shall timely notify the Association of any change of address. 27. Limited Liability. The Association and the Board shall not be liable to any party for any action or for any failure to act with respect to any matter if the action taken or failure to act was in good faith without malice. The owners severally agree to indemnify the Association and the Board against loss resulting from such action or failure to act if the Association and the Board acted or failed to act in good faith and without malice. 28. Declarant Control. The period of Declarant control of the Association shall terminate sixty days after conveyance to the owners other than the Declarant of seventy-five percent of the Tots that may be created. Not later than sixty days after conveyance to owners other than the Declarant of twenty-five percent of the lots that may be created, at least one (1) member and not Tess than twenty- five percent of the members of the executive board must be elected by the lot owners other than the Declarant. Not later than sixty days after conveyance to owners other than the Declarant of fifty percent of the lots that may be created, not Tess that 33.3 percent of the members of the executive board must be elected by the lot owners other than the Declarant. 29 Future Development. All persons purchasing Tots in The Cedars Subdivision shall take ownership subject to the development rights of the Declarant as herein set forth and agree to not object to development of the property. 30 Rights Transferable. Any special Declarant right or additional right created or reserved under this Declaration for the benefit of the Declarant may be transferred to any person by an instrument describing the rights transferred and recorded in Garfield County. Such instrument shall be executed by the transferor Declarant and the transferee. 31 Severability. The invalidation of any one of these Covenants by judgment or court shall not affect any of the other provisions which shall remain in full force and effect. DATED this day of , 1995. THE CEDARS SUBDIVISION By Richard C. Jolley By Mary Jolley By: Kent Jolley By: Brett Jolley /3 • • STATE OF COLORADO COLORADO GEOLOGICAL SURVEY Division of Minerals and Geology Department of Natural Resources 1313 Sherman Street, Rm. 715 Denver, Colorado 80203 Phone (303) 866-2611 FAX (303) 866-2461 April 25, 1994 +Olt 'f GA -94-0012 Mr. Dave Michaelson Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 Re: Proposed Three Elk Run Subdivision -- Vic. Buford -Newcastle Road, Nr. Newcastle Dear Mr. Michaelson: DEPARTATURALMENT OF N RESOURCES Roy Romer Governor Ken Salazar Executive Director Michael B. Long Division Director Vicki Cowart State Geologist and Director At your request and in accordance with S.B. 35 (1972), we have reviewed the materials submitted for and made a field inspection of the site of the proposed residential subdivision referenced above. The following comments summarize our findings. (1) The general geology of this site consists of a dissected old gravel terrace deposit of Elk Creek of variable thickness (about 20 ft to nil) which overlies sandstone and shale bedrock of the Wasatch Formation. At the base of this terrace gravel, there are occasional places where perched water table(s) can form; these are locations where the Wasatch at its contact with the gravel is predominantly low permeability shales. Slopes across the parcel are variable and some steeper slopes may be unstable and not suitable for building sites. This is especially true at the north ends of Lots 8, 11, and 12. (2) These gravels typically exhibit good to excellent foundation -stability characteristics, especially on gentler slopes. Conventionally engineered foundations for buildings without basements should prove to be satisfactory. Depending on the gravel thicknesses and depth to ground water, more specialized foundation designs may be necessary on some lots if basements are planned and/or where slopes are relatively steep. A qualified soils and foundation engineer should investigate each building site where slopes exceed twenty percent or where use of a basement is planned. (3) This terrain may present some problems for road construction and the effects of roads • Mr. Dave Michelson April 25, 1994 Page 2 on surface drainage. Care should be taken to control runoff near drainageways and to maintain grades and drainage that will not make access to the homes difficult, especially for emergency equipment and during the winter months. (4) The use of conventional septic systems may be problematical if gravels beneath leach fields are highly permeable. In order to reduce the possibility of creating or enhancing adverse (to foundations) perched -water -table conditions beneath the gravels, it may prove to be advisable on some lots to use mounded "engineered" septic systems. Each leach -field site should be thoroughly investigated by a qualified engineer before selection of specific septic -system designs for this reason. If the recommendations made above are followed and made conditions of approval of this subdivision, then we have no geology -related objection to it. Sincerely, mes M. Soule Engineering Geologist • • STATE OF COLORADO COLORADO GEOLOGICAL SURVEY Division of Minerals and Geology Department of Natural Resources 1313 Sherman Street, Room 715 Denver, Colorado 80203 Phone (303) 866-2611 FAX (303) 866-2461 July 12, 1995 Mr. Dave Michaelson Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 Re: Proposed The Cedars Subdivision -- Northwest of Newcastle and Northeast of C.R. 245 (Buford -Newcastle Road), Garfield County GA -95-0014 a 100 DEPARTMENT OF NATURAL RESOURCES Roy Romer Governor lames S. Lochhead Executive Director Michael B. Long Division Director Vicki Cowart State Geologist and Director Dear Mr. Michaelson: At your request and in accordance with S.B. 35 (1972), we have reviewed the materials submitted for and made a field inspection of the site of the proposed residential subdivision indicated above. The following comments summarize our findings. (1) The geologic conditions of this parcel are essentially identical to those in the Three Elk Run subdivision, which is immediately north of this one, the proposal for which we reviewed and reported back to you in our review letter of April 25, 1994 (copy attached). Please note that there is a factual error expressed in that letter which is that the site bedrock is the Wasatch Formation; this should read Mancos Shale. This error has no significant consequences for our comments about either subdivision. The following comments summarize our findings. (2) In addition to our earlier comments, where applicable, our only serious geology -related concern about development of this parcel as planned is the possibility that a perched water table could form, after development, at the contact between the terrace gravel and the Pierre Shale. This might be caused by landscaping irrigation, percolation (infiltration) from leach fields, or leakage from the Coryell Ditch which is adjacent to or passes through (Lot 10) this subdivision. Water issuing from this contact zone along steeper slopes, especially those adjacent to the county road, could cause them to slough (fail surficially) or otherwise become unstable. To alleviate this potential hazard (especially for the road) we recommend that leakage from the ditch be minimized and that irrigation on house lots be kept to a minimum. Unless central sewer service can be provided, it is probably not practical to try • • Mr. Dave Michaelson July 12, 1995 Page 2 to reduce infiltration from leach fields significantly. If the recommendations made above, those in the submitted Lampiris report, and those in our prior correspondence are followed and made conditions of approval of this subdivision, then we have no geology -related objection to your approval of it. Sit}cerely, ames M. Soule Engineering Geologist encl. • STATE OF COLORADO OFFICE OF THE STATE ENGINEER Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 818 Denver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866-3589 July 7, 1995 Mr Dave Michaelson, Planner Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 RE: The Cedars PUD Subdivision NE1/4, SE1/4, Section 25, T5S, R91W, 6th P.M. Water Division 5, Water District 39 Dear Dave: -OIL ;i . 4.1995 Roy Romer Governor James S. Lochhead Executive Director Hal D. Simpson State Engineer Thank you for the referral for The Cedars PUD subdivision located approximately 1.0 mile north of the Town of New Castle for Elk Creek Ventures, LLC. The applicant is requesting to subdivide an 18.2 acre tract into 10 residential lots. The water source for the development is given as the Town of New Castle. As per Section 30-28-136 (1)(h)(I), C.R.S. 1973, the State Engineer's Office offers the following opinion for your consideration regarding material injury to decreed water rights and the adequacy of the proposed water supply of the subject subdivision. As required in Section 30-28-136 (1)(h)(II), a municipality or quasi -municipality which is designated as the source of water for a proposed subdivision shall file a report with the county and the state engineer documenting the amount of water which can be supplied without causing injury to existing water rights. A report of this nature is not on file with our office nor was it submitted with the referral. We recommend that the county obtain this report from the Town of New Castle. We have no objection to the proposed water supply provided the Town of New Castle can document water availability for the subdivision's needs without causing injury to existing water rights. • • Mr. Dave Michaelson Page 2 July 7, 1995 Should you have further questions or comments regarding the water supply for this project, please contact me at the above address. Sincerely, David J. Fox Professional Engineer II DJF/df cc: Orlyn Bell, Division Engineer Jim Lemon, Water Commissioner thecedar.sub • • PROPERTY OWNERS WITHIN 300 FEET OF JOLLEY PROPERTY Eric & Shirley Williams 0981 County Road 245 New Castle, CO 81647 Colorado National Bank of Denver, Trustee 015 Attn: Trust Real Estate - CNDT2311 P.O. Box 5168 Denver, CO 80217 Edward McCune & Dirk Larsen P.O. Box 182 New Castle, CO 81647 Douglas Davis 0950 County Road 245 New Castle, CO 81647 Rodney & Tammie Sherman 0926 County Road 245 New Castle, CO 81647 Francis Horwitz P.O. Box 315 New Castle, CO 81647 Carolyn West 0980 County Road 245 New Castle, CO 81647 Kazimierz & Esther Kozak P.O. Box 2647 Glenwood Springs, CO 81602 SPECIAL WARRANTY DEED RICHARD C. JOLLEY and MARY L. JOLLEY a.k.a. MARY LOUISE JOLLEY, Grantors, for consideration of Ten Dollars and other good and valuable consideration, in hand paid, hereby sell and convey to ELK CREEK VENTURES, LLC, Grantee whose legal address is 532 Traver Trail, Glenwood Springs, Colorado, the following real property in the County of Garfield and State of Colorado, to wit: All that part of the NE'%SE'/a, Section 25, Township 5 South, Range 91 West of the 6th P.M. lying northeasterly of the northerly right-of-way of Garfield County Road 245, with all its appurtenances, and warrant the title to the same against all persons claiming under the Grantors. SIGNED this STATE OF COLORADO ) COUNTY OF GARFIELD ) day of May, 1995 ss Richard C. Jolley The foregoing instrument was acknowledged before me this ga. day of May, 1995, by Richard C. Jolley and Mary L. Jolley. WITNESS my hand and official seal. G� �7 My commission expires: � - / �1 y�L C' 'G‘c C , Notary Public H:\D1,10LL8Y. td441SP9O AL. W D • • Table 2-2a.—ltunoff curve numbers for urban areasr Curve numbers for Cover description hydrologic soil group— Average percent Cover type and hydrologic condition impervious area2 A B C D Fully developed urban areas (vegetation established) Open space (lawns, parks, golf courses, cemeteries, etc.)3: - Poor condition (grass cover < 50%) 68 79 86 89 Fair condition (grass cover 50% to 75%) 49 69 79 84 Good condition (grass cover > 75%) 39 61 74 30 Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of-way). 98 98 98 98 Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) 98 98 98 98 Paved; open ditches (including right-of-way) 83 89 92 93 Gravel (including right-of-way) 76 85 89 91 Dirt (including right-of-way) 72 82 87 89 Western desert urban areas: Natural desert landscaping (pervious areas only)'... 63 77 85 88 Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 2 -inch sand or gravel mulch and basin borders). 96 96 96 96 Urban districts: Commercial and business 85 89 92 94 95 Industrial 72 81 88 91 93 Residential districts by average lot size: 1/3 acre or Tess (town houses) 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre :30 57 72 81 sr; 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 2 acres 12 46 65 77 82 Developing urban areas Newly graded areas (pervious areas only, no vegetation)° Idle lands (CN's are determined using cover types similar to those in table 2-2c). 77 86 91 94 'Average runoff condition.: and I, = 0.2S. 'The average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follow: impervious auras are directly connected to the drainage system. impervious :wears have a l'N of 98. and pervious .wears are considered equivalent to open space in good hcdndogic condition. CN's for other combinations of conditions may he computed using figure 2-:t ur 21. 'CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open -pace cover type. 'C• rsite CN's for natural desert Iii lanilscaping should he computed using figures 2.1 or 2.1 hase•d on the impervious area percentage fl'V = !1).4) atnl the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. 'C'omix,site CN's to use for the design of temlwr ry measures during grading and construction should he computed using figure 2-3 or 2.4. based on the degree of development (impervious area percentage) and the CN's for the newly graded pervious auras. (210 -VI -TR -55, Second Ed., June 1986) 2-5 o Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:35:08 05-23-1995 BASIN1.TCT THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 • Tc COMPUTATIONS FOR: PINYON, CEDAR SHEET FLOW (Applicable to Tc only) Segment ID Surface description Manning's roughness coeff., n Flow length, L (total < or = 300) Two -yr 24 -hr rainfall, P2 Land slope, s 0.8 .007 * (n*L) T = 0.5 P2 * s 0.4 SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved)? Flow length, L Watercourse slope, s Avg.V = where: 0.5 Csf * (s) Unpaved Csf = 16.1345 Paved Csf = 20.3282 T = L / (3600*V) CHANNEL FLOW Segment ID Cross Sectional Flow Area, a Wetted perimeter, Pw Hydraulic radius, r = a/Pw Channel slope, s Manning's roughness coeff., n V = 2/3 1/2 1.49 * r * s n Flow length, L T = L / (3600*V) SHEET BARE GROUND 0.1300 ft 300.0 in 1.200 ft/ft 0.2050 hrs 0.23 SHALLOW Unpaved ft 2000.0 ft/ft 0.3050 ft/s 8.9106 hrs 0.06 DRAW sq. ft 20.00 ft 17.00 ft 1.176 ft/ft 0.2050 0.0350 ft/s %21.4807 ft 8607 hrs 0.11 = 0.23 = 0.06 = 0.11 TOTAL TIME (hrs) 0.40 • • Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:35:08 05-23-1995 BASIN1.TCT SUMMARY SHEET FOR Tc or Tt COMPUTATIONS (Solved for Time using TR -55 Methods) THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Subarea descr. Tc or Tt Time (hrs) PINYON, CEDAR Tc 0.40 • • Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:38:25 05-23-1995 BASIN2C.TCT THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Tc COMPUTATIONS FOR: PINYON, CEDAR SHEET FLOW (Applicable to Tc only) Segment ID Surface description Manning's roughness coeff., n Flow length, L (total < or = 300) Two -yr 24 -hr rainfall, P2 Land slope, s 0.8 .007 * (n*L) T 0.5 0.4 P2 * s SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved)? Flow length, L Watercourse slope, s 0.5 Avg.V = Csf * (s) where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T = L / (3600*V) CHANNEL FLOW Segment ID Cross Sectional Flow Area, a Wetted perimeter, Pw Hydraulic radius, r = a/Pw Channel slope, s Manning's roughness coeff., n V 2/3 1/2 1.49 * r * s n Flow length, L T = L / (3600*V) SHEET BARE GROUND 0.1300 ft 300.0 in 1.200 ft/ft 0.1600 hrs 0.25 SHALLOW Unpaved ft 665.0 ft/ft 0.1600 ft/s 6.4538 hrs 0.03 sq. ft 0.00 ft 0.00 ft 0.000 ft/ft 0.0000 0.0000 ft/s 0.0000 ft 0 hrs 0.00 = 0.25 = 0.03 = 0.00 TOTAL TIME (hrs) 0.28 • • Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:38:25 05-23-1995 BASIN2C.TCT SUMMARY SHEET FOR Tc or Tt COMPUTATIONS (Solved for Time using TR -55 Methods) THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Subarea descr. Tc or Tt Time (hrs) PINYON, CEDAR Tc 0.28 • Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:39:43 05-23-1995 BASIN3C.TCT THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 • Tc COMPUTATIONS FOR: PINYON, CEDAR SHEET FLOW (Applicable to Tc only) Segment ID Surface description Manning's roughness coeff., n Flow length, L (total < or = 300) Two -yr 24 -hr rainfall, P2 Land slope, s 0.8 .007 * (n*L) T = 0.5 P2 * s 0.4 SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved)? Flow length, L Watercourse slope, s 0.5 Avg.V = Csf * (s) where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T = L / (3600*V) CHANNEL FLOW Segment ID Cross Sectional Flow Area, a Wetted perimeter, Pw Hydraulic radius, r = a/Pw Channel slope, s Manning's roughness coeff., n V 2/3 1/2 1.49 * r * s n Flow length, L T = L / (3600*V) SHEET BARE GROUND 0.1300 ft 300.0 in 1.200 ft/ft 0.1600 hrs 0.25 SHALLOW Unpaved ft 665.0 ft/ft 0.1600 ft/s 6.4538 hrs 0.03 sq. ft 0.00 ft 0.00 ft 0.000 ft/ft 0.0000 0.0000 ft/s 0.0000 ft 0 hrs 0.00 = 0.25 = 0.03 = 0.00 TOTAL TIME (hrs) 0.28 • • Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:39:43 05-23-1995 BASIN3C.TCT SUMMARY SHEET FOR Tc or Tt COMPUTATIONS (Solved for Time using TR -55 Methods) THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Subarea descr. Tc or Tt Time (hrs) PINYON, CEDAR Tc 0.28 • • Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:40:54 05-23-1995 BASIN4C.TCT THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Tc COMPUTATIONS FOR: PINYON, CEDAR SHEET FLOW (Applicable to Tc only) Segment ID SHEET Surface description BARE GROUND Manning's roughness coeff., n 0.1300 Flow length, L (total < or = 300) ft 300.0 Two -yr 24 -hr rainfall, P2 in 1.200 Land slope, s ft/ft 0.1600 0.8 .007 * (n*L) T = 0.5 0.4 P2 * s hrs 0.25 SHALLOW CONCENTRATED FLOW Segment ID SHALLOW Surface (paved or unpaved)? Unpaved Flow length, L ft 795.0 Watercourse slope, s ft/ft 0.1600 0.5 Avg.V = Csf * (s) where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T = L / (3600*V) ft/s 6.4538 = 0.25 hrs 0.03 = 0.03 CHANNEL FLOW Segment ID Cross Sectional Flow Area, a sq.ft 0.00 Wetted perimeter, Pw ft 0.00 Hydraulic radius, r = a/Pw ft 0.000 Channel slope, s ft/ft 0.0000 Manning's roughness coeff., n 0.0000 2/3 1/2 1.49 * r * s V = ft/s 0.0000 n Flow length, L ft 0 T = L / (3600*V) hrs 0.00 = 0.00 TOTAL TIME (hrs) 0.28 • • Quick TR -55 Ver.5.43 S/N:1240545119 Executed: 15:40:54 05-23-1995 BASIN4C.TCT SUMMARY SHEET FOR Tc or Tt COMPUTATIONS (Solved for Time using TR -55 Methods) THE CEDARS SUBDIVISION SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Subarea descr. Tc or Tt Time (hrs) PINYON, CEDAR Tc 0.28 Quick • • TR -55 Version: 5.43 S/N: 1240545119 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:34 Watershed file: --> BASIN1P .WSD Hydrograph file: --> BASIN1P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 1 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Page 1 »» Input Parameters Used to Compute Hydrograph «« Subarea Description AREA CN (acres) Tc * Tt Precip. I Runoff Ia/p (hrs) (hrs) (in) I (in) input/used OPEN SPACE,FAIR 370.21 1 AC DENS.,FAIR 2.00 79.0 0.40 0.40 2.60 I 0.91 .2 .10 79.0 0.10 0.40 2.60 0.91 .2 .10 * Travel time from subarea outfall to composite watershed outfall point. Total area = 372.21 acres or 0.5816 sq.mi Peak discharge = 247 cfs WARNING: Drainage areas of two or more subareas differ by a factor of 5 or greater. »» Computer Modifications of Input Parameters ««< Input Values Subarea Tc * Tt Description (hr) (hr) Rounded Values Ia/p Tc * Tt Interpolated (hr) (hr) (Yes/No) Ia/p Messages OPEN SPACE,FAIR 0.40 1 AC DENS.,FAIR 0.10 0.40 0.40 ** ** ** ** No No * Travel time from subarea outfall to composite watershed outfall point. ** Tc & Tt are available in the hydrograph tables. • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 2 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:34 Watershed file: --> BASIN1P .WSD Hydrograph file: --> BASIN1P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 1 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 »» Summary of Subarea Times to Peak «« Peak Discharge at Time to Peak at Composite Outfall Composite Outfall (cfs) (hrs) Subarea OPEN SPACE,FAIR 1 AC DENS.,FAIR 246 12.7 2 12.5 Composite Watershed 247 12.7 Quick TR -55 Version: 5.43 S/N: 1240545119 Page 3 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:34 Watershed file: --> BASIN1P .WSD Hydrograph file: --> BASIN1P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 1 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Composite Hydrograph Summary (cfs) Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 hr hr hr hr hr hr hr hr hr Description OPEN SPACE,FAIR 7 9 12 17 20 25 37 64 113 1 AC DENS.,FAIR 0 0 0 0 0 0 0 1 1 Total (cfs) 7 9 12 17 20 25 37 65 114 Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 hr hr hr hr hr hr hr hr hr Description OPEN SPACE,FAIR 174 226 246 233 162 99 63 45 35 1 AC DENS.,FAIR 2 2 1 1 0 0 0 0 0 Total (cfs) 176 228 247 234 162 99 63 45 35 Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 hr hr hr hr hr hr hr hr hr Description OPEN SPACE,FAIR 29 25 22 18 16 15 13 12 11 1 AC DENS.,FAIR 0 0 0 0 0 0 0 0 0 Total (cfs) 29 25 22 18 16 15 13 12 11 Subarea 18.0 19.0 20.0 22.0 26.0 hr hr hr hr hr Description OPEN SPACE,FAIR 10 9 8 6 0 1 AC DENS.,FAIR 0 0 0 0 0 Total (cfs) 10 9 8 6 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 4 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:34 Watershed file: --> BASIN1P .WSD Hydrograph file: --> BASIN1P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 1 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 11.0 7 14.8 20 11.1 8 14.9 19 11.2 8 15.0 18 11.3 9 15.1 18 11.4 10 15.2 17 11.5 11 15.3 17 11.6 12 15.4 16 11.7 14 15.5 16 11.8 15 15.6 16 11.9 17 15.7 16 12.0 20 15.8 15 12.1 25 15.9 15 12.2 37 16.0 15 12.3 65 16.1 15 12.4 114 16.2 14 12.5 176 16.3 14 12.6 228 16.4 13 12.7 247 16.5 13 12.8 234 16.6 13 12.9 198 16.7 13 13.0 162 16.8 12 13.1 130 16.9 12 13.2 99 17.0 12 13.3 81 17.1 12 13.4 63 17.2 12 13.5 54 17.3 11 13.6 45 17.4 11 13.7 40 17.5 11 13.8 35 17.6 11 13.9 32 17.7 11 14.0 29 17.8 10 14.1 28 17.9 10 14.2 26 18.0 10 14.3 25 18.1 10 14.4 24 18.2 10 14.5 23 18.3 10 14.6 22 18.4 10 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 5 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:34 Watershed file: --> BASIN1P .WSD Hydrograph file: --> BASIN1P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 1 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18.6 9 22.4 5 18.7 9 22.5 5 18.8 9 22.6 5 18.9 9 22.7 5 19.0 9 22.8 5 19.1 9 22.9 5 19.2 9 23.0 5 19.3 9 23.1 4 19.4 9 23.2 4 19.5 9 23.3 4 19.6 8 23.4 4 19.7 8 23.5 4 19.8 8 23.6 4 19.9 8 23.7 3 20.0 8 23.8 3 20.1 8 23.9 3 20.2 8 24.0 3 20.3 8 24.1 3 20.4 8 24.2 3 20.5 8 24.3 3 20.6 7 24.4 2 20.7 7 24.5 2 20.8 7 24.6 2 20.9 7 24.7 2 21.0 7 24.8 2 21.1 7 24.9 2 21.2 7 25.0 2 21.3 7 25.1 1 21.4 7 25.2 1 21.5 7 25.3 1 21.6 6 25.4 1 21.7 6 25.5 1 21.8 6 25.6 1 21.9 6 25.7 0 22.0 6 25.8 0 22.1 6 25.9 0 22.2 6 22.3 6 Quick ! • TR -55 Version: 5.43 S/N: 1240545119 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:44 Watershed file: --> BASIN2P .WSD Hydrograph file: --> BASIN2P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 2 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Page 1 »» Input Parameters Used to Compute Hydrograph «« Subarea Description AREA CN (acres) Tc * Tt Precip. 1 Runoff Ia/p (hrs) (hrs) (in) 1 (in) input/used OPEN SPACE,FAIR 7.65 74.0 0.30 0.30 2.60 1 0.67 .27 .30 * Travel time from subarea outfall to composite watershed outfall point. Total area = 7.65 acres or 0.01195 sq.mi Peak discharge = 4 cfs »» Computer Modifications of Input Parameters ««< Input Values Subarea Tc * Tt Description (hr) (hr) Rounded Values Ia/p Tc * Tt Interpolated (hr) (hr) (Yes/No) Ia/p Messages OPEN SPACE,FAIR 0.28 0.28 0.30 0.30 No * Travel time from subarea outfall to composite watershed outfall point. • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 2 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:44 Watershed file: --> BASIN2P .WSD Hydrograph file: --> BASIN2P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 2 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 »» Summary of Subarea Times to Subarea OPEN SPACE,FAIR Composite Watershed Peak Discharge at Composite Outfall (cfs) 4 4 Peak <<<< Time to Peak at Composite Outfall (hrs) 12.6 12.6 o • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 3 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:44 Watershed file: --> BASIN2P .WSD Hydrograph file: --> BASIN2P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 2 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Composite Hydrograph Summary (cfs) Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 Description hr hr hr hr hr hr hr hr hr OPEN SPACE,FAIR 0 0 0 0 0 0 0 1 2 Total (cfs) 0 0 0 0 0 0 0 1 2 Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 Description hr hr hr hr hr hr hr hr hr OPEN SPACE,FAIR 3 4 3 3 2 1 1 1 1 Total (cfs) 3 4 3 3 2 1 1 1 1 Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 Description hr hr hr hr hr hr hr hr hr OPEN SPACE,FAIR 1 0 0 0 0 0 0 0 0 Total (cfs) 1 0 0 0 0 0 0 0 0 Subarea 18.0 19.0 20.0 22.0 26.0 hr hr hr hr hr Description OPEN SPACE,FAIR 0 0 0 0 0 Total (cfs) 0 0 0 0 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 4 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:44 Watershed file: --> BASIN2P .WSD Hydrograph file: --> BASIN2P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 2 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 11.0 0 14.8 0 11.1 0 14.9 0 11.2 0 15.0 0 11.3 0 15.1 0 11.4 0 15.2 0 11.5 0 15.3 0 11.6 0 15.4 0 11.7 0 15.5 0 11.8 0 15.6 0 11.9 0 15.7 0 12.0 0 15.8 0 12.1 0 15.9 0 12.2 0 16.0 0 12.3 1 16.1 0 12.4 2 16.2 0 12.5 3 16.3 0 12.6 4 16.4 0 12.7 3 16.5 0 12.8 3 16.6 0 12.9 2 16.7 0 13.0 2 16.8 0 13.1 1 16.9 0 13.2 1 17.0 0 13.3 1 17.1 0 13.4 1 17.2 0 13.5 1 17.3 0 13.6 1 17.4 0 13.7 1 17.5 0 13.8 1 17.6 0 13.9 1 17.7 0 14.0 1 17.8 0 14.1 1 17.9 0 14.2 0 18.0 0 14.3 0 18.1 0 14.4 0 18.2 0 14.5 0 18.3 0 14.6 0 18.4 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 5 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:55:44 Watershed file: --> BASIN2P .WSD Hydrograph file: --> BASIN2P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 2 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18.6 0 22.4 0 18.7 0 22.5 0 18.8 0 22.6 0 18.9 0 22.7 0 19.0 0 22.8 0 19.1 0 22.9 0 19.2 0 23.0 0 19.3 0 23.1 0 19.4 0 23.2 0 19.5 0 23.3 0 19.6 0 23.4 0 19.7 0 23.5 0 19.8 0 23.6 0 19.9 0 23.7 0 20.0 0 23.8 0 20.1 0 23.9 0 20.2 0 24.0 0 20.3 0 24.1 0 20.4 0 24.2 0 20.5 0 24.3 0 20.6 0 24.4 0 20.7 0 24.5 0 20.8 0 24.6 0 20.9 0 24.7 0 21.0 0 24.8 0 21.1 0 24.9 0 21.2 0 25.0 0 21.3 0 25.1 0 21.4 0 25.2 0 21.5 0 25.3 0 21.6 0 25.4 0 21.7 0 25.5 0 21.8 0 25.6 0 21.9 0 25.7 0 22.0 0 25.8 0 22.1 0 25.9 0 22.2 0 22.3 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 1 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:56:56 Watershed file: --> BASIN3P .WSD Hydrograph file: --> BASIN3P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 3 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 »» Input Parameters Used to Compute Hydrograph «« Subarea Description AREA CN Tc * Tt Precip. 1 Runoff Ia/p (acres) (hrs) (hrs) (in) (in) input/used OPEN SPACE,FAIR 3.06 74.0 0.30 0.30 2.60 1 0.67 .27 .30 * Travel time from subarea outfall to composite watershed outfall point. Total area = 3.06 acres or 0.00478 sq.mi Peak discharge = 1 cfs »» Computer Modifications of Input Parameters ««< Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages OPEN SPACE,FAIR 0.28 0.28 0.30 0.30 No * Travel time from subarea outfall to composite watershed outfall point. • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 2 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:56:56 Watershed file: --> BASIN3P .WSD Hydrograph file: --> BASIN3P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 3 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 »» Subarea Summary of Subarea Times to Peak «« Peak Discharge at Time to Peak at Composite Outfall Composite Outfall (cfs) (hrs) OPEN SPACE,FAIR 1 12.4 Composite Watershed 1 12.4 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 3 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:56:56 Watershed file: --> BASIN3P .WSD Hydrograph file: --> BASIN3P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 3 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Composite Hydrograph Summary (cfs) Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 hr hr hr hr hr hr hr hr hr Description OPEN SPACE,FAIR 0 0 0 0 0 0 0 0 1 Total (cfs) 0 0 0 0 0 0 0 0 1 Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 Description hr hr hr hr hr hr hr hr hr OPEN SPACE,FAIR 1 1 1 1 1 0 0 0 0 Total (cfs) 1 1 1 1 1 0 0 0 0 Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 hr hr hr hr hr hr hr hr hr Description OPEN SPACE,FAIR 0 0 0 0 0 0 0 0 0 Total (cfs) 0 0 0 0 0 0 0 0 0 Subarea 18.0 19.0 20.0 22.0 26.0 hr hr hr hr hr Description OPEN SPACE,FAIR 0 0 0 0 0 Total (cfs) 0 0 0 0 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 4 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:56:56 Watershed file: --> BASIN3P .WSD Hydrograph file: --> BASIN3P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 3 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 11.0 0 14.8 0 11.1 0 14.9 0 11.2 0 15.0 0 11.3 0 15.1 0 11.4 0 15.2 0 11.5 0 15.3 0 11.6 0 15.4 0 11.7 0 15.5 0 11.8 0 15.6 0 11.9 0 15.7 0 12.0 0 15.8 0 12.1 0 15.9 0 12.2 0 16.0 0 12.3 0 16.1 0 12.4 1 16.2 0 12.5 1 16.3 0 12.6 1 16.4 0 12.7 1 16.5 0 12.8 1 16.6 0 12.9 1 16.7 0 13.0 1 16.8 0 13.1 0 16.9 0 13.2 0 17.0 0 13.3 0 17.1 0 13.4 0 17.2 0 13.5 0 17.3 0 13.6 0 17.4 0 13.7 0 17.5 0 13.8 0 17.6 0 13.9 0 17.7 0 14.0 0 17.8 0 14.1 0 17.9 0 14.2 0 18.0 0 14.3 0 18.1 0 14.4 0 18.2 0 14.5 0 18.3 0 14.6 0 18.4 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 5 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 15:56:56 Watershed file: --> BASIN3P .WSD Hydrograph file: --> BASIN3P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 3 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18.6 0 22.4 0 18.7 0 22.5 0 18.8 0 22.6 0 18.9 0 22.7 0 19.0 0 22.8 0 19.1 0 22.9 0 19.2 0 23.0 0 19.3 0 23.1 0 19.4 0 23.2 0 19.5 0 23.3 0 19.6 0 23.4 0 19.7 0 23.5 0 19.8 0 23.6 0 19.9 0 23.7 0 20.0 0 23.8 0 20.1 0 23.9 0 20.2 0 24.0 0 20.3 0 24.1 0 20.4 0 24.2 0 20.5 0 24.3 0 20.6 0 24.4 0 20.7 0 24.5 0 20.8 0 24.6 0 20.9 0 24.7 0 21.0 0 24.8 0 21.1 0 24.9 0 21.2 0 25.0 0 21.3 0 25.1 0 21.4 0 25.2 0 21.5 0 25.3 0 21.6 0 25.4 0 21.7 0 25.5 0 21.8 0 25.6 0 21.9 0 25.7 0 22.0 0 25.8 0 22.1 0 25.9 0 22.2 0 22.3 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 1 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 16:01:21 Watershed file: --> BASIN4P .WSD Hydrograph file: --> BASIN4P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 4 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 »» Input Parameters Used to Compute Hydrograph «« Subarea Description AREA CN Tc * Tt Precip. 1 Runoff Ia/p (acres) (hrs) (hrs) (in) (in) input/used OPEN SPACE,FAIR 21.73 74.0 0.30 0.30 2.60 i 0.67 .27 .30 * Travel time from subarea outfall to composite watershed outfall point. Total area = 21.73 acres or 0.03395 sq.mi Peak discharge = 10 cfs »» Computer Modifications of Input Parameters ««< Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages OPEN SPACE,FAIR 0.28 0.28 0.30 0.30 No * Travel time from subarea outfall to composite watershed outfall point. • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 2 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 16:01:21 Watershed file: --> BASIN4P .WSD Hydrograph file: --> BASIN4P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 4 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 »» Summary of Subarea Times to Subarea OPEN SPACE,FAIR Composite Watershed Peak Discharge at Composite Outfall (cfs) 10 10 Peak «« Time to Peak at Composite Outfall (hrs) 12.6 12.6 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 3 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 16:01:21 Watershed file: --> BASIN4P .WSD Hydrograph file: --> BASIN4P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 4 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Composite Hydrograph Summary (cfs) Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 Description hr hr hr hr hr hr hr hr hr OPEN SPACE,FAIR 0 0 0 0 0 0 1 2 6 Total (cfs) 0 0 0 0 0 0 1 2 6 Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 Description hr hr hr hr hr hr hr hr hr OPEN SPACE,FAIR 9 10 9 8 5 3 2 2 2 Total (cfs) 9 10 9 8 5 3 2 2 2 Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 hr hr hr hr hr hr hr hr hr Description OPEN SPACE,FAIR 2 1 1 1 1 1 1 1 1 Total (cfs) 2 1 1 1 1 1 1 1 1 Subarea 18.0 19.0 20.0 22.0 26.0 Description hr hr hr hr hr OPEN SPACE,FAIR 1 1 1 0 0 Total (cfs) 1 1 1 0 0 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 4 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 16:01:21 Watershed file: --> BASIN4P .WSD Hydrograph file: --> BASIN4P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 4 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 11.0 0 14.8 1 11.1 0 14.9 1 11.2 0 15.0 1 11.3 0 15.1 1 11.4 0 15.2 1 11.5 0 15.3 1 11.6 0 15.4 1 11.7 0 15.5 1 11.8 0 15.6 1 11.9 0 15.7 1 12.0 0 15.8 1 12.1 0 15.9 1 12.2 1 16.0 1 12.3 2 16.1 1 12.4 6 16.2 1 12.5 9 16.3 1 12.6 10 16.4 1 12.7 9 16.5 1 12.8 8 16.6 1 12.9 6 16.7 1 13.0 5 16.8 1 13.1 4 16.9 1 13.2 3 17.0 1 13.3 2 17.1 1 13.4 2 17.2 1 13.5 2 17.3 1 13.6 2 17.4 1 13.7 2 17.5 1 13.8 2 17.6 1 13.9 2 17.7 1 14.0 2 17.8 1 14.1 2 17.9 1 14.2 1 18.0 1 14.3 1 18.1 1 14.4 1 18.2 1 14.5 1 18.3 1 14.6 1 18.4 1 • • Quick TR -55 Version: 5.43 S/N: 1240545119 Page 5 TR -55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 05-23-1995 16:01:21 Watershed file: --> BASIN4P .WSD Hydrograph file: --> BASIN4P .HYD THE CEDARS SUBDIVISION 100 YEAR FLOOD IN BASIN 4 (AT COUNTY ROAD) PROPOSED SCHMUESER GORDON MEYER, INC. GLENWOOD SPRINGS, CO 81601 Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18.6 1 22.4 0 18.7 1 22.5 0 18.8 1 22.6 0 18.9 1 22.7 0 19.0 1 22.8 0 19.1 1 22.9 0 19.2 1 23.0 0 19.3 1 23.1 0 19.4 1 23.2 0 19.5 1 23.3 0 19.6 1 23.4 0 19.7 1 23.5 0 19.8 1 23.6 0 19.9 1 23.7 0 20.0 1 23.8 0 20.1 1 23.9 0 20.2 1 24.0 0 20.3 1 24.1 0 20.4 1 24.2 0 20.5 1 24.3 0 20.6 1 24.4 0 20.7 1 24.5 0 20.8 1 24.6 0 20.9 1 24.7 0 21.0 1 24.8 0 21.1 0 24.9 0 21.2 0 25.0 0 21.3 0 25.1 0 21.4 0 25.2 0 21.5 0 25.3 0 21.6 0 25.4 0 21.7 0 25.5 0 21.8 0 25.6 0 21.9 0 25.7 0 22.0 0 25.8 0 22.1 0 25.9 0 22.2 0 22.3 0