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Home My WebLink About20062779.tiff PLANNED UNIT DEVELOPMENT (PUD) CHANGE OF ZONE APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# IS CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number: 0805-24 0 00-025 (12 digit number—found on Tax I.D.Information,obtainable at the Weld County Assessor's Office,or«wrcco.weld_co us.) (Include all lots being included in the application area If additional space is required,attach an additional sheet) Legal Description W2 of the NE4 Lying south of the#2 Ditch Section 24,Township 06,North,Range 66 West Property Address(If Applicable) N/A Existing Zone District:Ag Proposed Zone District:PUD Total Acreage: 65.313 ac Proposed#/Lots: 9 Average Lot Size: 2.5 Minimum Lot Size: 2.5 Proposed Subdivision Name: New Cache Estates Proposed Area(Acres)Open Space: 32.23 acres Are you applying for Conceptual or Specific Guide? Conceptual Specific X FEE OWNER(S)OF THE PROPERTY(If additional space is required,attach an additional sheet) Name: Ed On Work Phone# (970)351-8777 Home Phone# N/A Email Address: N/A Address: 826 9ffi Street City/State/Zip Code: Greeley,CO 80631 APPLICANT OR AUTHORIZED AGENT(See Below: Authorization must accompany applications signed by Authorized Agent) Name: Robb Casseday Work Phone# (970)454-8740 Home Phone# N/A Email A dress: RobbleCassedavCreaticeDesigns.com Address: 55 S.Elm Avenue, Suite 210 1451-1-Dg ZL City/State/Zip Code: Eaton.CO 80615 UTILITIES: Water: North Central Weld Water District Sewer: Individual Septic Systems Gas: Atmos Energy Electric:Home Light and Power Public Service(Xcel) Phone: ()west DISTRICTS: School: Eaton Fire: Eaton Fire Protection District Post: Greeley I(We)hereby depose and state under penalties of perjury that all statements,proposals,and/or plans submitted with 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 the signatory has the legal authority to sign for the corporation. I(we),the undersigned,hereby request hearings before the Weld County Planning Commission and the Board of County Commissioners concerning the proposed Change of Zone for the above described orated area of Weld County,Colorado: EXHIBIT .med Agent Date Signature: Owner or A—utficirtzect gent Date 2006-2779 Ed Orr 826 9th Street Greeley, CO 80631 To Whom It May Concern: Pleased be advised that I, Ed On,property owner,hereby authorize Casseday Creative Designs, LLC to represent me in my endeavor to subdivide a parcel of land located in the W2 of the NE4 Lying south of the#2 Ditch, Section 24, T6N, R66W of the 6th P.M., Weld County, Colorado. Ed On,Property Owner Date Response to Department of Planning Services & Referral Agency Sketch Plan Comments New Cache Estates PUD The following statements are intended to address each of the specific County regulations, goals and policies as outlined in the July 18, 2005 letter from the Weld County Department of Planning Services, and to ensure this project is in compliance with the Weld County Comprehensive Plan. ADHEREANCE TO THE WELD COUNTY COMPREHENSIVE PLAN GOALS AND POLICIES PUD.Goal 5. — "Demonstrate that adequate facilities and public services are currently available or reasonable obtainable to serve the Planned Unit Development or zone district." As indicated in the April 27, 2005 letter from the Weld County Department of Planning Services, the proposal is being identified as urban scale development. This proposal does have an adequate water supply, which is evidenced by the North Weld County Water District water agreement, which has been reviewed by the County Attorney's office. According to the PUD performance standards identified in Section 27-2-176, all PUD's considered urban scale development shall be served by an approved sewer system, as defined by the Board of County Commissioners. The developer is requesting septic systems to be considered an approved sewer system for this subdivision. STREET/UTILITY/ACCESS STANDARDS PUD.Policy 5.3— "Creative and innovative approaches to internal road systems will be considered."The street design is a direct result of the configuration for all the house lots to locate adjacent to the lake feature that will be centrally located in the subdivision. In order to maintain a rural, estate lot feel to the subdivision, the developer is requesting a variance to the regulations requiring the installation of curb and gutter for urban scale developments. The developer will address the County Road Impact Fee Program and comply with the fee structure, per Ordinance 2002-11. In accordance with Weld County Public Works Department, the developer will construct the road with three inches of asphalt over six inches of base. A school bus turn-out is identified on the site plan. The developer will also provide a covered bus shelter in the turn-out, in accordance with Weld County School District RE-2 standards. Also, the developer will pay the required school impact fee prior to filing the final plat application. A designated road name will be identified on the Final Plan. Should a subdivision identification sign be installed, such signage will adhere to the Weld County PUD and Zoning Ordinance and the applicant will obtain the appropriate permits. OPEN SPACE/LANDSCAPING PUD.Policy 4.2—More than half of this subdivision consists of open space. Approximately 49%of the land area is open space, of which 11.24 acres of that area will be a lake feature. There will be no motorized vehicles or activities permitted on the lake. The lake is intended to be a passive open space feature for the residents as well as the wildlife. I— The detention facilities shall be located in outlots, which are maintained by the homeowner's association, and not the responsibility of individual lot owners. An HOA has been formed and will be registered with the State prior to final plat submittal. ENVIORNMENT CRITERIA Per the request of the Health Department,percolation data was submitted prior to the Change of Zone Application. In accordance with the Weld County Department of Public Health and Environment requirements,primary and secondary leachfield envelopes will be delineated on the plat and language restricting building on the leachfield envelopes will be included in the homeowner's association covenants. Since the applicant is submitting a specific development guide and to utilize the staff review option for final platting, the applicant has submitted a water service agreement to the County Attorney for approval. DESIGN STANDARDS/IMPROVEMENTS AGREEMENT/SUBDIVISION IMPROVEMENTS The bus pull-off and mailbox cluster boxes will be reviewed by both the school district and the post office for comments or suggestions. The applicant is requesting a variance to the curb &gutter standards for urban-scale subdivisions. SUMMARY The responses to the Sketch Plan comments are intended to address the concerns that Weld County staff and the referral agencies expressed. Minor changes to the design of the subdivision are delineated on the new drawings and all the reports should address the concerns that were identified. This PUD application is consistent with the goals and policies of the Weld County Comprehensive Plan as it proposes an urban scale development, which meets and exceeds the established requirements of the Weld County Subdivision, Zoning, and Planned Unit Development Ordinances. SPECIFIC DEVELOPMENT GUIDE New Cache Estates PUD The concept of this subdivision is to create a Planned Unit Development(PUD)consisting of nine Estate zoned lots and common open space. It is the intent of the applicant to create an urban scale subdivision that provides single-family estate residential lots around a lake, so all of the backyards would have lake frontage. New Cache Estates Planned Unit Development(PUD) is located'A mile west of WCR 37 and south of State Highway 392. The subject parcel contains approximately 65.313 acres, and is located south of the Cache La Poudre#2 Ditch. All nine lots would measure a minimum of 2.5 acres, and be compatible with the surrounding land uses, architectural style, character and zoning. It is the applicant's intent to establish a small lakefront neighborhood that will co-exist in harmony with the surrounding land uses. According to maps recognized by the Weld County Department of Planning Services, the site is located outside the Urban Growth Boundaries for the communities of Eaton and Greeley. Please refer to the attached vicinity map for property location. Agricultural activities have been occurring on and around the subject parceL The Right to Farm Covenant, as it appears in Chapter 22 of the Weld County Code will be placed on all recorded plats, by doing so,future residents of the subdivision will be aware of long-standing agricultural practices in the area. In accordance with Section 27-6-20.B., the following submittal entails a specjj lc development guide. Section 27-4-20.E Initial impact plan addressing all impacts this use will have on the proposed site and surrounding land uses. A listing of potential impacts is cited in Section 27-6-30 of this Chapter. (SPECIFIC DEVELOPMENT GUIDE) Section 27-6-40 Component One—environmental impacts 1. Noise and vibration 2. Smoke,dust and odors 3. Heat,light and glare 4. Visual/aesthetic impacts 5. Electrical interference 6 Water pollution Development of this proposal should not result in any adverse environmental impacts,including the above listed environmental concerns. Negative impacts from noise and vibration,smoke,odors,heat, glare,visual impacts,electrical interference and water pollution will not occur on the site. Since farming can be a more intensive use than residential, some of these factors will be significantly mitigated with the development of residential housing, such as smoke,dust and odors. Visual and aesthetic impacts will be enhanced by entrance landscaping treatments and landscaping within the subdivision. 7. Wastewater disposal All wastewater disposal within this development will utilize individual septic systems. The proposed lot sizes within the subdivision have been designed to meet the density requirements of the Weld County Code and the Weld County Health Department,therefore no negative impacts are foreseen on this site. The overall density will be on septic system per 2.5 acres. All septic systems shall be designed according to individual lot characteristics. In accordance with the Weld County Department of Public Health and Environment requirements,primary and secondary leachfield envelopes will be delineated on the plat and language restricting building on the leachfield envelopes will be included in the homeowner's association covenants. 8. Wetland removal No wetlands are located on this parcel;therefore,no wetland mitigation is necessary. 9. Erosion and sediments 10. Excavating,filling and grading 11. Drilling, ditching and dredging Any on-site grading, drilling,ditching or dredging will be done sympathetically. There are two drill windows located on this property. An oil&gas agreement has been included with this application. The construction of any lake feature will be in accordance with an erosion control plan,which will be submitted to public works and will be established according to the Phase II Storm water requirements. A preliminary on-site drainage plan has also been submitted. 12. Air pollution 13. Solid waste 14. Wildlife removal 15. Natural vegetation removal This proposal will not result in negative impacts to the above listed concerns. The residential uses should not create any adverse impacts to air pollution or contribute to solid waste concerns. The addition of a lake will be in accordance with state and county regulations as well as enhance additional wildlife to the area. 16. Radiation/radioactive material To the applicant's knowledge,there are no radioactive materials located on the subject parcel. 17. Drinking water source The public water system will be provided by Northern Weld County Water District. A water service agreement has been submitted to the County Attorney's office. 18. Traffic impacts MI residential lots will be served by an internal paved roadway, which will limit the number of access points onto Highway 392. There is an existing ditch access road to Hwy 392. Due to significant elevations differences with the ditch access road and the existing farm property the subdivision access will be located below the ditch, in coordination with CDOT. No additional road accesses will be created. Since the lake is internally located to the lots, all access roads are located along the perimeter of the subdivision. Two traffic circles are also being proposed within the subdivision to create unique subdivision identity features,as well as ensuring life safety needs are addressed. Any unforeseen traffic impacts resulting from the review of this proposal by the Weld County Public Works Department will be addressed in future application submittals. Please refer to the attached site plan. Section 27-6-50 Component Two—service provision impacts 1. Schools 2. Law enforcement 3. Fire protection 4. Ambulance Service providers for this PUD include Weld County School District RE-2, Weld County law enforcement, and the Eaton Fire Protection District. In cooperation with School District RE-2 a school bus turn-out will be created within the first traffic circle of the subdivision. Applicable school impact fees will be paid at the time of final plat submittal. The Eaton Fire Protection District has reviewed the conceptual plan with the applicant. Any comments will be provided through the referral process. S. Transportation (including circulation and roadways) 6. Traffic impact analysis by registered professional engineer The internal roadway in the PUD is designed to meet the requirements of Chapters 24 and 26 of the Weld County Code. Only one road access off Highway 392 is proposed. In accordance with Weld County street designs,the road will be constructed of asphalt and meet all emergency service loading requirements,as well as the Weld County Public Works standards and regulations. It is the developer's intent to construct a street design containing a 65' right-of-way, 50' roadway width with two traffic circles and the roadways encompassing the subdivision with cul-de-sacs at the terminus. The cul-de-sacs would also measure 65' rights-of-way with 50' roadway widths. There is only one farm access that is combined with the ditch access to the property. It is the property owner's intent not to create any additional access points other than what has been initially described. No off-street parking areas have been identified as the large lot sizes should provide adequate off-street parking needs for the residential properties. 7. Storm drainage Storm drainage will be handled on-site. A drainage report has been submitted to Public Works. 8. Utility provisions 9. Water provisions 10. Sewage disposal provisions Utility providers will have the standard easement dimensions of 20 feet on the sides and rear lot lines and a 15-foot perimeter easement. The drinking water source is through North Central Weld County Water District. All wastewater disposal within this development will be through the use of individual septic systems. Section 27-6-60 Component Three—landscaping elements 1. Landscape plan 2. Treatment, buffering or screening and perimeter treatment Subdivision landscaping is not proposed at this time. Entry signage will be placed at the entrance along Highway 392. Individual landscaping on each lot will be determined and maintained by the lot owner. A screening or buffering plan is not applicable to this project. 3. Maintenance schedule for landscaping elements 4. On-site improvements agreement S. Evidence of adequate water A Homeowner's Association will be created for the subdivision. It will be the responsibility of the HOA to maintain the lake feature. Limited lake activities will be incorporated into the HOA and covenants, for example,no motorized vehicles will be permitted. The subdivision covenants that will be created will be restrictive enough to guarantee a quality lake amenity is provided for the residents as well as the Ditch Company. All landscape materials will be maintained in a healthy state and all plant species selected should be drought tolerant and should require minimal water usage. Landscape species should also be selected to adapt to the soil conditions of the site. Section 27-6-70 Component Four—site design 1. Unique features The topography of the subject parcel allows for sweeping views of the Front Range Mountains even though the parcel is relatively flat with 1-3 percent land slopes. There are no other unique land features existing solely within the proposed PUD. 2. PUD rezoning consistent witk Chapter 22 of the Weld County Code In accordance with Section 22-2-60.C. "Provide mechanisms for the division of land which is agriculturally zoned." There are single-family dwellings within close proximity to the property and since the parcel is relatively small in comparison to the average farm size,the residential uses will be extremely compatible. Pinnacle Park and Sonny View Estates are located approximately a quarter of a mile to one mile from the subject parcel. However,this subdivision is relatively small in comparison to the existing subdivisions,and will therefore be extremely compatible with the existing land uses. 3. Compatibility within PUD zone district 4. Compatibility with surrounding land uses The applicant has carefully considered the uses on-site, adjacent properties and the existing agricultural use of the property. All recorded plats will include the Weld County Right to Farm Covenant. The bulk requirements of the Estate Zone District will be followed. The applicant proposes to adhere to the Estate Zone District unless otherwise listed or noted in the change of zone application and/or covenants. It is also important to realize this project will be served by public water. Therefore, the standard minimum lot size served by public water is one (1)acre. The mineral owners for this parcel have been notified. S. Overlay districts The site is not located within any overlay districts, including airport or flood. Section 27-6.80 Component Five—common open space usage 1-6 Open Space Regulations This proposal is consistent with Weld County's open space regulations. 7- 15% Common Open Space Minimum This project has been identified as urban scale and therefore shall comply with the required open space standards. The subdivision layout proposes 49%open space, or 32.234 acres. The lake feature would consist of 11.24 acres and the surrounding open space area measures approximately 20.994 acres. The open space will serve as distance buffers as well as passive recreational uses. Ownership of Common Open Space Construction of Open Space On-site Improvements Agreement The common usable open space will be owned and maintained by the homeowner's association. The property owner and the#2 Ditch Company have negotiated a mutually exclusive agreement regarding the storage of ditch water on the subject parcel to create the lake, a copy of which has been submitted with the Change of Zone application. As a result,the current ditch lateral that bisects the property in a southeasterly fashion will be relocated to the western property boundary. Section 27-6-90 Component Six—signore All signage within this PUD will comply with the sign standards set forth in Section 27-6-90 and Division 6,Article II, Chapter 19 of the Weld County Code. A monument sign will be designed for the subdivision entrance located on the south side of Highway 392. Section 27-6-100 Component Seven—MUD impact This component is not applicable to the subject parcel since this proposal is not located within the Mixed Use Development Boundary as identified by Weld County. Section 27-6-110 Component Eight—intergovernmental agreement impacts This component is not applicable to the subject parcel since Weld County and the City of Greeley have not entered into an intergovernmental agreement regarding urban growth boundaries. However,the site is located within what the City of Greeley identifies as their Long Range Expected Growth Area(LREGA), which is expected to build out by the year 2020. This property is located outside of Greeley's Mid-Range Expected Service Area. The City of Greeley does not allow a property to develop if it is not located within the Mid-Range Expected Service Area. r New Cache Estates Response to Referrals 1. Public Works. We are meeting with Jesse Hein at Public works on 03/02/06 to take care of any issues or concerns. 2. Dept. of Public Health& Environment. Septic Envelopes have been added to the plan. 3. Water Requirements. Required water will either be obtained by upgrading existing water lines or by obtaining a well permit to convert existing irrigation well to dedicate to fire hydrants. 4. Noble Energy. We are negotiating with Noble Energy to obtain a surface agreement. Attached is a copy of the last correspondence with Noble. At this time we are leaving existing drill windows on the plat. The drill window in the middle of the subdivision has been drilled and was plugged and abandoned in 1997. 5. Ditch Agreement is in the works. Letter of intent should be available by tomorrow. DREXEL, BARRELL & CO MEMORANDUM % Engineers - Surveyors 1111 6513 W. 4'h Street Greeley, Colorado 80634 (970) 351-0645 (970) 351-0665 FAX To: Jesse Hein, Weld County Public Works Department Date: 3/2/06 CC: Rob Casseday, File From: Mike Walker, P.E. Re: PZ-1094A New Cache Estates PUD (Zone Change) The purpose of this letter is to address the written comments relating to drainage made by the Public Works department on February 16, 2006. There is a pond planned for center of the New Cache Estates Site. The function of this pond is two fold. The pond will primarily be used to augment the ground water within the area as well as provide Stormwater retention. The pond will retain the 100-yr runoff plus fifty percent. The pond will remain wet through out the year therefore the design will incorporate features that will alleviate the breading of mosquitos. The pond will have an aeration system to circulate water since there will be no release. The pond will also have 3 to 1 side slopes which inhibit the survival of mosquito larva. The offsite drainage coming onto the site from the northwest corner will be conveyed to the onsite retention pond via a culvert underneath Cache Circle which will discharge into a swale leading to the retention pond. I hope this letter alleviates the drainage concerns for the New Cache Estates, PUD. Regards, Michael D. Walker, PE . 02/23/2006 23:33 9703517851 0RR LAND PAGE 01 LOW SHAMAN JACOBS HYMAN&FEIGER PC Arro*wtYS AT L a w 900 CHERRY TOWER 950 Scum Clem STREET Dean.CotORADO 802462.666 cAaIMIu 303.753.9997 Tav aHE 303.753.9000 wwwJohkhaiman.cont J.MIGNA&MORGAN.Ex r.227 mmorganeohfshaiman.com ALSO ADMITTED IN WYOMING February 7,2006 David Siple C O P /J Vice President—Land Noble Energy, Inc. 1625 Broadway, Suite 2000 Denver, CO 80202 Re: New Cache Estates Township 6 North Ranste 66 West of the 6 P.M. Section 24: W2NE/4 • Dear David: We represent On Land Company,the developer of the above-,..f...ra.d parcel which is being platted as a nine-lot residential subdivision. -The Company's owner,Mr.Ed On,is the mineral one:bribe ptupatr_ Noble has recently been seat at that the subdivision application will be beard by the Weld Co ty.Pharting Commission on March 7,2006. A copy of that notice is enclosed for your information. Tie subdivision eroompass s orgy 65313 aim and one 40 ere a"drilling window." In that SW/4NE/4 window,the Bitluteat 4/2 hell mu drilled in 1986,produced from the Codell Formation,and was plugged sod abandoned in August of 1997. That drilling window aontisms to be Arnim on 11>le plat,am%bush the location ha beat drilled and abandoned.A Dopy of the proposed plat is enclosed fur your reference. • The proposed subthvisioa would net block dull*from du crier fist locations in the NE/4_ However, it shotdd be noted that the Cleona 11 well was drilled in Om adjacent 141VAINE/4 and immediately abanldoned,and the Monfort#1 well in the adjaaertt 1E/4NF/4 was pbagged mid abandoned in 1990. • Because the dailling window within the proposed subdivision has already drilled,and that wen has been plugged Ind abandoned,Orr lard Company requests that Noble make no objection to 1 ^. .. :: '.p:vv31 .:f`ic subdivision PUD. For the same reasons,Orr Land Company ,l 1 ie grant its consent to removal of the"drilled window"depiction from the subdivision plat. • 82/23/2006 23:33 9783517851 ORR LAND PACE 82 David Siple,Vice President Land Re: Township 6 Noe*Rage 66 West of the 6 P.M 2 7f2006 Page 2 There has been a good deal of public debate recently concerning mutual accommodation between surface owners and oil and gas leasers. That acconmwdation involves not only the placement and area of surface facilities used for oil and gas development,but also the duration that possible oil and gas operations inhibit surface development. We hope that this can be a good example of how owners and leasers con work together to remove surface conflicts when the oil and gas resour,.,1. s&I-Lady been produced, and the well abandoned. Please advise if we can provide you with further information concerning this request,and if Noble is willing to consent to the removal of the S W/4NE/4 drilling window from the plat. Very truly yours, LOHF HAIMAN JACOBS HYMAN&FEIGER PC organ client • — _ _ _. i _— i Ir:11 1 //f/l / � /1�' ! -.0sif 1 7 F...Ta I r=1: • 11 �� %.� // i / ! ',I I z I ;11 1 a MI -' y":"...or. y e 1a1 '. 'All 1 ) / +G: 1'io I G_; �'�'�t s 1 / •; � 1 �oV tI ;+ is �?, . ::72; :14 t A JJ i a t '� •e s II lk I filt- ! %AA—A, i'� i ; 3�� itl`� _ .�J.._ _rte+ __..c�� .._...__._.3) � -...,4 St . S.: il • 11: 1p r d 111 tsi a 1 _l� 3 ! I $ .\\\ _ % b g PI _ , lsr.11; etfi i•: +- `Tilt• J(Yri ► _ i 4-1 s tre....,7sAtglivilesc .,!, 4-''',...t , iffif •".,. • . i. a. xn cs.. a g\ 1 -- r .het 1 A = "-- i 101 ' r iili 3 g saa 1 131I 11 1 nig ipea5 long SU PO L___Eitlif- 1 / / AIIIIIMIIIII E0 39lfd @Rrl SW TSBLISE0L6 £E:EZ 909Z/EZ/Z8 Page l of 2 Robb R Casseday From: Lew D. Hagenlock[Idhagenlock@duke-energy.com] Sent: Friday, November 11, 2005 9:56 AM To: robb@cassedaycreativedesigns.com Subject: Re: oil easement I have reviewed the plat and right-of-way grant, please note the Rec. No. 01946743, your plat indicates 0194673. This grant from Monfort also carries a multiple line clause that allows Duke or our successors, to lay additional lines within the existing 20' easement. You should note this in your covenants affecting those lots which our line runs through, no structures will be permitted that will interfere with our operations and maintenance of the existing line or additional lines. 'Robb R Cassadar <robbecassedayereativsMslgns.com> To <Idhagenlockeduke-energy.com> cc<linda@cassedaycreativedespns.com> 11/10/2005 10:26 AM Subject oil easement Please respond to crobb©cassedaycreativedesigns.com> 4« .1 • .i f i` I . 6 , f -iii. --..t. Lou, Did you have a chance to review that email I sent last week for the New Cache Estates? If you could let me know I would appreciate it. Thanks! Linda Hulse Project Technician Casseday Creative Designs, LLC 55 South Elm Avenue, Suite 210 Eaton, CO 80615 (970)454-8740 (970)454-8742 fax (970)381-6022 mobile 11/11/2005 a a,uu coon 0J:14 tnuni ! ORR LAND PAGE 02 AUGMENTATION AND EASEMENT AGREEMENT LOWER POUDRE AUGMENTATION COMPANY This Augmentation and Easement Agreement("Agreement")is dated 2005,and is between the Lower Poudre Augmentation Company,33040 Railroad Avenue,P.O.Box 104, Lucerne, CO 80646 ("Company"). and Ed Orr 826 r Street. Greeley, CO 80631 ("Landowner"-). Recitals WHEREAS, The New Cache La Poudre Irrigating Company owns and operates a canal system known as the Greeley No.2 Ditch in Weld County ("Company Canal"); and WHEREAS, the New Cache La Poudre Irrigating Company has made application in Case No. 2004CW025 District Court, Water Division No. 1 of the State of Colorado for approval of a plan for augmentation ("Augmentation Plan"); and WHEREAS, the Company is to be assigned this rights and obligations of owning and operating the Augmentation Plan; and WHEREAS,the Landowner owns lands lying under the Company Canal described in Exhibit B (the "Property") and depicted on the map in Exhibit A, both of which are attached hereto and referenced herein; and WHEREAS,on the Property is a site which is appropriate for the construction of a recharge pond or ponds and related facilities to generate augmentation credits that accrue to the lower reaches of the Cache La Poudre River suitable for use in the Augmentation Plan, which site and the proposed facilities are depicted on the map attached and incorporated as Exhibit A.and are referred to as the"Recharge Project;" and WHEREAS,the Landowner wishes to construct the Recharge Project and the Company wishes to supply water to the Recharge Project for the purpose of obtaining recharge credits for use in Augmentation Plan, and to do so pursuant to terms and conditions described in this Agreement for the mutual benefit of Company and Landowner. Agreement NOW, THEREFORE, in consideration of the mutual promises and other consideration described below,the sufficiency of which is hereby acknowledged,Company and Landowner agree as follows: 1. The recitals above are incorporated as part of this Agreement. i-. 1 11i MG/LUCID MI:ia y/tl:iol. ORR LAND PAGE 03 • Nom? 2. Delivery of Water. Under the terms and conditions of this Agreement,the Company agrees that to the extent it has the legal right to deliver water through the Company Canal, it shall deliver water for use in the Recharge Project to a new headgate and weir to be installed in the Company Canal, which headgate is to be located on the south bank of the Company Canal(Headgate No.56)in the Northeast IA,Section 24.Township 6 North,Range 66 West, 6j' P.M. (the "Augmentation Headgate"). Landowner agrees that after delivery of said water, Landowner shall place the water into the recharge pond constructed as part of the Recharge Project and shall not thereafter divert or use the water for any purpose. 3. Water Right Ownership. The Company shall own the entire water right used to supply water to the Recharge Project as contemplated in this Agreement. Landowner shall have the right to receive a portion of the augmentation credits allocated to him pursuant to the terms of this Agreement,but shall have no other legal interest in the water or water right that will be used to supply water to the Recharge Project. 4. Water Right Appropriation and Adiudicatioq.The Company shall have the right to run water to which it is entitled from any source to the Recharge Project The Company and/or the New Cache La Poudre Irrigating Company intends to appropriate and adjudicate one or more water rights or conditional water rights to be used to deliver water to the Recharge Project in Case No. 2004CW025,and it or they are the sole applicant(s) in the Water Court case filed to adjudicate said rights and Landowner has no interest in said water right(s). 5. Allocation of Augmentation Credits. All augmentation credits resulting from water delivered by the Company to Landowner for use in the Recharge Project will be allocated between Company and the Landowner as follows: a. AU augmentation credits attributable to ditch loss in the Company Canal belong solely to Company. b. All net augmentation credits generated after water has been diverted from the Company Canal into the Augmentation Headgate will be allocated 50% to Company and 50% to Landowner. The determination of the amount of augmentation credits to which the parties shall be entitled and be split 50/50 shall be based upon the methodology decreed for making such determinations in Case No.2004CW025,or any substitute water supply approved by the State Engineer based upon the application in said case, or failing this, by determined of the Division Engineer for Water Division No. 1. 6. Recharge Project Development Costs. Except as described below, the cost of developing and constructing the recharge ponds and all facilities necessary for the operation of the Recharge Project shall be borne by the Landowner. Landowner agrees to develop and construct the Recharge Project to the specifications of the State Engineer and the Company. Further,Landowner shall be responsible for maintaining the Recharge Project(and the costs associated therewith),including dirt work,dikes,dams,pipelines,ditches,recharge pond(s) 2 .� 11,vu<voo 12.1:14 n,o371 t URN LAND PAGE 04 and all associated structures. The Landowner shall be responsible for constructing and maintaining all facilities beyond the weir at the Augmentation Headgate except those appurtenances necessary for measuring water. In the event Landowner fails to maintain said facilities, the Company shall have the right, but not the obligation, to dredge, maintain, repair and rebuild all facilities associated with the Recharge Project .42, , th event the Company elects to do so,it shall do so at the sole cost and expense of r: • _ - Further, in the event that the Company deems it necessary to maintain the Recharge Project,or any portion thereof,Landowner hereby agrees that the Company shall have an easement to come and go on the Property for the purpose of maintaining the Recharge Project. 7. Company Maintenance. The Company shall be responsible for the construction and maintenance of a"de-silting" facility to be located at or near the Augmentation Headgate. Landowner hereby grants to the Company an easement for the de-silting facility to allow the Company to come and go on the Property for the purpose of constructing and maintaining the de-silting facility. Further, all headgates,weirs,measuring devices and appurtenances necessary for measuring water shall be paid by Company. The Company shall be responsible for the construction and maintenance of all appurtenances necessary for measuring water and all facilities "upstream" of the weir and shall be responsible for maintenance and removal of silt from within the de-silting facility. 8. Control of Water Diversions and Ditch Operations. The New Cache La Poudre Irrigating Company and/or the Company shall retain exclusive control over when or whether diversions of water are made from the river and/or when and where water is delivered from the Company Canal into the Augmentation Headgate, and Landowner understands and agrees that neither the New Cache La Poudre Irrigating Company nor the Company has an obligation to deliver water to the Augmentation Headgate for delivery to the Recharge Project. The New Cache La Poudre Irrigating Company and/or the Company shall retain control over the operation of the Company Canal and all other ditch operations, which control shall include the right to use the Recharge Project facilities for emergency dumps of water running within the Company Canal whenever the New Cache La Poudre Irrigating Company or the Company deem the Recharge Project to be needed for that purpose. 9. Storatte by landowner. Landowner is developing a 9 lot subdivision near the Recharge Project. These lots are depicted on the map attached and incorporated as Exhibit A. Landowner shall be entitled to use the Recharge Project to store up to fifty (50)acre feet of water in the recharge ponds)at any one time within for non-potable irrigation purposes and to prevent the recharge ponds) from becoming void of water subject to the following restrictions: a. Water for purposes other than recharge,including but not limited to non-potable irrigation, shall be furnished by Landowner. b. Any augmentation credits that may accrue from Landowner's water that is placed into the Recharge Project shall be allocated as stated above in Paragraph 5. 3 �.. /. ...Vc,coin., CIO.aY ,(o.1Di 1 LINK LAM) PAGE 05 pit. c. If the Landowner's water is commingled with Company water in the Recharge Project, Landowner agrees that his water shall, for administrative purposes, suffer all evaporative losses. A� d. The Company shall not be responsible for any costs associated with the water U`i II aa 41? used for purposes other than recharge, including but not limited to the non- potable irrigation system. \ • VIA, e. Landowner agrees that he shall never line the recharge pond or otherwise do \t9 Recharge anything that would have the effect of reducing the rate of seepage from the Recharge Facilities. 10.First Right of Refuel. In the event Landowner receives a bona fide offer which Landowner desires to accept, to rent or purchase the augmentation credits which are the property of Landowner as stated in paragraph 5 above, then Landowner shall give Company written notice of such bona fide offer. If the offer is for lease, Company shall have a period of seven(7)days from written notice to elect to rent the augmentation credits from Landowner under the same terms and conditions of the bona fide offer. If the offer is for purchase. Company shall have a period of thirty(30)days from written notice to elect to purchase the augmentation credits from Landowner under the same terms and conditions of the bona fide offer. In the event the Company does not elect to exercise this right within the allotted time, then this right shall expire and Landowner shall be free to transfer or lease the augmentation credits as the case may be to a third party. 11.The Parties Representations and Warranties. The parties make the following representations and warranties: a. The parties have full power and authority to enter into this Agreement. b. Compliance with the terms of this Agreement by the parties will not violate any provision of federal, state, or local law. c. The parties will use reasonable efforts to maximize the augmentation credits created by the Recharge Project and will endeavor to prevent the facility from becoming void of water and dry provided the terms of this Agreement are complied with, and in particular,the Recharge Project is properly maintained. d. Landowner acknowledges and accepts the inherent risk and danger of bodies of water and water conveyance facilities existing on the property. o is end, Landowner agrees to indemnify the Company and the New Cache Poudre Irrigating Company, their officers,directors and employees,and hold it and them harmless from liability for any damage, including inj death, resulting from the construction, existence operation and ma' of the r 4 era. vu wv� ue.av o.eoaa LRCM LI-11'1U YHUG b6 Recharge Project and all associated structures,the Augmentation Headgate,the de-silting pond any other structures contemplated by this Agreement. 12.Default: Right to Curt In the event that either party believes that the other is in default of any obligation under this Agreement,the non-defaulting party shall give written notice of the default to the defaulting party. If a notice of default is provided,the party accused of the default shall either cure it or provide a written statement explaining why it is not in default. If the alleged default is not cured or otherwise resolved within 30 days, the parties may resort to their remedies. In addition to any other legal remedy Company may have, if Landowner is in default under this Agreement and has not cured that default as provided in this paragraph, Company may refuse to deliver water under this Agreement until such default is cured. 0 13.Notices. All notices pertaining to or provided for under this Agreement shall be in writing and delivered to the parties by facsimile transmission,personally by hand,or by first-class mail,postage prepaid at the addresses of the parties set forth below. All notices delivered by hand shall be deemed given when delivered, and all notices delivered by facsimile or first- class mail shall be deemed given when transmitted or mailed. The parties may.by notice as provided above,designate a different address to which notice should be given,but the initial addresses are as follows: To Company: Lower Poudre Augmentation Company 33040 Railroad Avenue Lucerne, CO 80646 Telephone: 970-352-0222 To Landowner: Ed Orr 826 9'"Street Greeley, CO 80631 Telephone: 970-351-8777 Fax: 970-351-7851 14.Binding on Successors. This Agreement and all the terms and conditions herein shall be binding upon the successors, legal representatives, heirs and assigns of the parties hereto, including but not limited to any Homeowners' Association or the property owner(s)within the boundaries of the subdivision identified in Paragraph 9 above. 15.Entire Agreement Modification:Waiver. This Agreement constitutes the entire agreement between Company and Landowner pertaining to the subject matter described in it and supersedes any and all prior contemporaneous agreements, representations, and understandings. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing by both parties. No waiver of any of the provisions of this Agreement shall be deemed or shall constitute a waiver of any other provision whether i-� 5 I VC/ to :1 nIUJ31 X1 J. au to 4 1 CRP LAND PAGE B7 or not similar, nor shall any waiver constitute a continuing waiver. No waiver shall be binding unless executed in writing by the party making the waiver. 16.Agreement Void if Augmentation Plan Not Assigned. This Agreement shall terminate if the New Cache La Poudre Irrigating Company does not (1) assign to the Company the rights and obligations associated with the Augmentation Plan or (2} if the New Cache La Poudre Irrigating Company does not consent to the Company's use of the Company Canal as contemplated in Case No. 2004CW025. The Company: Landowner: Ed Orr By: By: Mike Hungenberg, President Attest Kenton Brunner, Secretary STATE OF COLORADO I }ss COUNTY OF WELD I Subscribed and sworn to before me this day of July, 2005 by Mike Hungenberg, President of New Cache Reservoir& Irrigation Company. WITNESS my hand and official seal. My commission expires: Notary Public STATE OF COLORADO } }ss COUNTY OF WELD} Subscribed and sworn to before me this day of July, 2005 by Ed Orr. WITNESS my hand and official seal. My commission expires: • 6 ali cat/LUCID va: o»i^1 UN LAND PAGE 08 Notary Public eat., 7 Report Date: 10/24/2005 02:12PM WELD COUNTY TREASURER Page: 1 STATEMENT OF TAXES DUE SCHEDULE NO: R1341286 e"' ASSESSED TO: MONFORT OF COLORADO INC C/O CONAGRA FOODS INC ONE CONAGRA DR CC241 OMAHA, NE 68102-5001 LEGAL DESCRIPTION: 17886 PT W2NE4 24 6 66 LYING S OF #2 CANAL(4D) PARCEL: 080524000025 SITUS ADD: TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2004 TAX 440.72 0.00 0.00 440.72 0.00 TOTAL TAXES 0.00 GRAND TOTAL DUE GOOD THROUGH 10/24/2005 0.00 ORIGINAL TAX BILLING FOR 2004 TAX DISTRICT 0202 - Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 19.957 110.17 AGRICULTUR 19,041 5,520 SCHOOL DIST RE2 40.307 222.49 NCW WATER 1.000 5.52 TOTAL 19,041 5,520 EATON FIRE 9.000 49.68 AIMS JUNIOR COL 6.328 34.93 WELD LIBRARY 3.249 17.93 TAXES FOR 2004 79.841 440.72 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) of Taxes Due, issued by the Weld County Treasurer, are evidence that, as of this date, all property taxes, special assessments and prior tax liens currently due and payable connected with the parcel(s) identified therein have been paid in full. Signed taS.r_i, Date /O/2 VAS— , EATON FIRE PROTECTION DISTRICT 50 SOUTH MAPLE AVENUE, EATON COLORADO 80615 970-454-2115 FAX 970-454-2164 FIRE PREVENTION BUREAU August 16, 2005 Robb Casseday 55 South Elm Avenue Eaton CO, 80615 RE: Subdivision Requirements Dear Robb, On August 8th we met and discussed the requirements that would need to be met for the subdivision located at WCR 35 and Highway 392. After speaking with Chief Hugh Kane and reviewing the folder similar subdivision located in the Eaton Fire Protection District a reduced fire flow will be allowed. 500 gpm at 20 psi will be allowed if flow can be maintained for one hour. If a well pump is necessary to meet the flow requirements, specifications will need to be submitted for review and approval by the Eaton Fire Protection District Fire Prevention Bureau. This well will be strictly for use by the fire department. We also discussed the use of a pull-off for both the school district use and for fire department access to the fire hydrant. The Eaton Fire Protection District has no conflicts with this as long as: 1. Hydrant can be readily accessible in case of emergency. 2. "No Parking" signs are posted near and around pull-off If possible, the well and well pump can be connected to a hydrant if water flows can still be met at discharge. Hydrant specifications shall meet the Eaton Fire Protection District requirements and specifications. Hydrants will be located as discussed in our meeting (every 600 ft) and connected to North Weld Water main when lines are capable of supplying 1000 gpm at 20 psi. At that time the water well and pump will be allowed to be removed or used for other functions. Thank you for your cooperation and if you have any questions or concerns please feel free to call. FF Sant,llanes PRELIMINARY DRAINAGE REPORT For NEW CACHE ESTATES PUD Prepared for: ORR LAND COMPANY 826 9TH Street Greeley, CO 80631 Contact: Ed On (970) 351-8777 November 3, 2005 Prepared By: Drexel, Barrel! & Co. 6513 W. 4th Street Greeley, Colorado 80634 (970) 351-0645 • , EG�Sp i .• /bni31r �9t• 'S Troy W. Campbell, E.I.T. V• ' r; Project Manager s� 37• t7 Michael D. Walker, P.E. Engineering Manager TABLE OF CONTENTS HEADING PAGE I. INTRODUCTION A. Proposed Project Location/Description 1 B. Site Description 1 C. Existing Drainage/Irrigation Facilities 1 II. SCOPE OF WORK 1 III. EXISTING (HISTORIC) DRAINAGE SYSTEM A. Historic Site Drainage 2 B. Off-site Runoff 2 IV. . PROPOSED DEVELOPMENT A. Criteria 2 B. Developed Runoff 3 C. Pond A Design 4 V. STORM WATER QUALITY& EROSION CONTROL 5 VI. CONCLUSION A. Drainage Concept 5 B. Compliance with Standards 5 VII. REFERENCES 6 APPENDICES • A. Hydrologic Analysis: Rational Method Back Pocket Preliminary Drainage Plan Preliminary Drainage Report New Cache Estates PUD �.. Pg. I INTRODUCTION A. Proposed Project Location The New Cache Estates PUD site is a proposed residential subdivision that is located within Weld County. The project site is located in the West V2 of the Northeast V4 of Section 24, Township 6 North, Range 66 West, of the 6th Principal Meridian, in the County of Weld, Colorado. The proposed development borders the southern right-of-way of Colorado State Highway 392 and agricultural land to the east, west, and south. B. Site Description The site consists of 65.3 acres and is currently zoned for agricultural use. The proposed New Cache Estates site will consist of 9 estate-sized lots, with a change of zone to PUD. There will be a central outlot, which the estate lots will surround, that will be used as a non-potable irrigation pond and detention pond. C. Existing Drainage/Irrigation Facilities The existing drainage for this site currently sheet flows generally from the north to the south with an average slope of approximately 0.7%. The site is split by two existing irrigation ditches which cause the existing runoff to leave the site in the southeast corner and along the south portion of the property. The New Cache La Poudre Lateral #2 borders the site along the northwest potion of the project. The site also has the Graham Seep ditch and the Van Goram irrigation ditch traversing the site generally from north to south. Both of these existing ditches will be relocated across the property to maintain existing irrigation flows and to accommodate the lot configuration for the proposed project. IL SCOPE OF WORK The intent of this report is to identify preliminary drainage patterns and calculations for the drainage design of the proposed New Cache Estates P . This report has G:\G1446\Preliminary Drainage\G1446 Preliminary Drainage Report.doc Preliminary Drainage Report New Cache Estates PUD Pg. 2 r been prepared in a manner consistent with the Urban Storm Drainage Criteria Manual (USDCM) as well as the Weld County Development Code. III. EXISTING (HISTORIC) DRAINAGE SYSTEM A. Historic Site Drainage Historically, the development was composed of three minor drainage basins, under agricultural land use. These basins were separated by the Graham Seep ditch and the Van Goram irrigation ditch traversing the site. B. Off-site Runoff Virtually no off-site runoff enters the New Cache Estates PUD site. The runoff from adjacent properties generally flows from north to south, where the runoff leaves the properties. There are three off-site basins on the New Cache Estates PUD site. A description for each basin is provided later in this report. The off-site basins contribute minimal runoff to the adjacent properties and follow historic runoff patterns. IV. PROPOSED DEVELOPMENT A. Criteria The New Cache Estates PUD site and its sub-basins studied were less than 160 • acres, thus the Rational Method was used to determine initial (5-yr) and major (100-yr) runoff volumes. The Modified Rational Method is a widely accepted predictor of flows from basins less than 160 acres in size. The rainfall intensity and runoff coefficients were determined from Figure 3-1 of the City of Greeley Storm • Drainage Design Manual and Tables RO-3 and RO-5 of the revised version of Vol.1 of the June 2001 USDCM. Preliminary detention pond sizing was analyzed using the FAA Method. An overall C factor of 0.31 was used, along with a 5-year historic release of 17.0 cfs to arrive at the required 100-year detention volume. G:\G1446\Preliminary Drainage\G1446 Preliminary Drainage Report.doc Preliminary Drainage Report New Cache Estates PUD Pg. 3 B. Developed Runoff Development of the New Cache Estates PUD will increase runoff volumes and peak flowrates to this site's historic outfall point in the southeast corner of the site. Consequently, detention will be necessary to mitigate developed flowrates to the 5- year and 100-year historic rate. An irrigation pond/detention pond (Pond A) in combination with another detention pond in the southeast corner of the project (Pond B) will attenuate the site's runoff to the 5-year historic rate. Drainage swales, streets, and storm sewer will be used to convey concentrated runoff across the site to the proposed detention facilities. Basin Descriptions: Basin A (7.48 ac) • Basin A is in the northern portion of the proposed site as well as in the western portion of the property. This basin consists of open space and a portion of Cache r-- Circle. This basin generally flows from north to south to Design Point I. The flow is collected at Design Point I and conveyed to Basin B and eventually to the detention pond. Basin B (6.35 ac) Basin B is in the northern portion of the site as well as in the western portion of the property. This basin consists of a portion of Cache Circle as well as a portion of the lots. This basin generally flows from north to south to Design Point 2. The flow is collected at Design Point 2, where it is combined with flow from Basin A, and then conveyed to the detention pond via a grass-lined Swale. Basin C (4.61 ac) Basin C is in the eastern portion of the property and consists of a portion of Cache Circle as well as a portion of the lots. This basin generally flows from north to south to Design Point 3. The flow is collected at Design Point 3, where it is combined with flow from Basin D, and then conveyed to the detention pond via a grass-lined swale. Basin D (3.12 ac) GAG1446lPreliminary Drainage\G1446 Preliminary Drainage Report.doc Preliminary Drainage Report New Cache Estates PUD Pg. 4 Basin D is in the northern portion of the proposed site as well as in the eastern portion of the property. This basin consists of open space and a portion of Cache Circle. This basin generally flows from north to south to Design Point 4. The flow is collected at Design Point 4 and conveyed to Basin C and eventually to the detention pond. • Basin E (29.77 ac) Basin E in the center of the proposed site and contains a portion of the lots as well as the entire irrigation pond/detention pond. Runoff from this basin generally flows from the perimeter towards the pond, which is in the middle of the basin. Basin OS-1 (7.14 ac) Basin OS-1 is in the northeastern corner of the site and contains open space. Runoff from this basin will generally follow the historic drainage pattern and will exit the site, via sheet flow, along the northeastern boundary of the project. Basin OS-2 (2.99 ac) Basin OS-2 is along the western property boundary as well as along the southern portion of the project. This basin contains open space and will generally sheet flow from north to south. The runoff from this basin will exit the site according to the historic drainage pattern. Basin OS-3 (2.25 ac) Basin OS-3 is along the eastern property boundary as well as along the southern portion of the project. This basin contains open space and Detention Pond B. Flow from this basin will generally drain from the north to the south. Runoff will leave this basin according to the historic drainage pattern. C. Pond A Design The irrigation pond/detention pond (Pond A) lies in the center of the site. This pond functions primarily as a non-potable irrigation pond with a maximum operating elevation. Additional volume above the normal operating elevation of the pond will .-. be used to attenuate developed flows. The 5 year historic release will flow into a shallow secondary detention pond B. The 5 year flows will then over top pond B G:\G1446\Preliminary Drainage\G1446 Preliminary Drainage Report.doc Preliminary Drainage Report New Cache Estates PUD Pg. 5 being distributed over the length of the southern berm of the pond to avoid a high velocity point discharge. V. STORMWATER QUALITY & EROSION CONTROL The overlot grading of the New Cache Estates PUD site will occur during the first phase of construction. All erosion control and stormwater quality measures will be incorporated into this initial phase of construction. Structural erosion control measures will consist of silt fencing and straw bales located in design channels. All drainage improvements shall be thoroughly cleaned and inspected once construction is completed. Any disturbed areas left exposed for more than thirty days will receive native (drilled) seeding and straw mulch at 2 tons per acre, until permanent landscaping has been provided. Vehicle tracking control will be used at construction entrances until paving operations are completed. VI. CONCLUSION A. Drainage Concept Detention will be necessary for this site to attenuate developed flowrates to the 5- year historic rate in order to mitigate downstream effects of the proposed development. The irrigation pond/detention pond (Pond A) will detain the majority • of the runoff from this site. The pond will release to Detention Pond B and then be released off-site. The preliminary storage volume for the irrigation pond/detention pond (Pond A) is 2.27 acre-feet. The size of this pond will be refined during the final design process. B. Compliance with Standards The proposed New Cache Estates PUD site does not lie within any known FIRM floodplain, and therefore it is not subject to any FEMA flood hazard regulations. This report complies with the Urban Storm Drainage Criteria Manual as well as the Weld County Development Code. G:\G1446\Preliminary Drainage\G1446 Preliminary Drainage Report.doc Preliminary Drainage Report New Cache Estates PUD Pg. 6 r VII. REFERENCES 1. Design Criteria and Construction Specification — Volume II of V Storm Drainage Design Criteria Manual, City of Greeley, dated October, 1997. 2. Urban Storm Drainage Criteria Manual (USDCM), dated March, 2001. 3. Weld County Development Code G:\G1446\Preliminary Drainage\G1446 Preliminary Drainage Report.doc APPENDIX A HYDROLOGIC ANALYSIS: RATIONAL METHOD G:\G1446\Preliminary Drainage\G1446 Preliminary Drainage Report.doc Drexel, Barrel' & Co, A-I giN ^;ect W CC LC_Lc' —r`.S4-J.C' Job No. Designed AML-A-1 Date 10/2 -7/0 S Checked Date Sheet No. Vas;n A _ 1)-18 Ac. � 5 � 6 = 6.35 Ac. n = 4.61 Ac. (QU5tc. �1 = 322 AQ. J� C = 29.1-7 Ac. 51r-N O5- i = 1 .1y Ac. O5 -2 = 2 .99 AC, . des, , 05-3= 2 .� 5 Ac. .Lrnpervicws^e5S 13z ;n A - Ak,I 1. o b Ac.. NS"o5- ( , a1/4-4h- o.37?Ac bike. P,+4, : 0.5 6 At. ick.5in 05-2. b - 0.21 1. &c-5: nJ3 - Asiost-c,\ - = 0.`76 AL Eosin 05-3 atkt-w - Ore pc. A3 - cN\+= 0.62 Ac . boc5“. 0 - A5eh�,14 0716 A . (3exs\ E - ti,ao0kf+ Nooses CAAsue•,E&I) x9,o0csf +. - �ho- r, 2= o.n Ac. 1Lvo-Fs l 9 - I2o grr..,,Je_.L Dr' vC 12 wide : 0.30Ae. Perri -L 9719 Ac. Boulder Colorado Springs Greeley Drexel, Barrell & Co. 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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 + (1.31i' — 1.4412 + 1.1351—0.12) for CA ?..0, otherwise CA =0 (RO-6) CCD = KCD + (0.85813 —0.786/22 +0.774i+ 0.04) (RO-7) CB =(CA + CCD /2 in which: i= % imperviousness/100 expressed as a decimal (see Table RO-3) 06/2001 RO-9 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF R S 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 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 RO-11 Urban Drainage and Flood Control District A-6 r-- Time 2yr 5yr 100yr (min) (in) (in) (in) 5 3.62 5.19 9.67 6 3.40 4.85 9.10 7 3.20 4.62 8.60 8 3.07 4.40 8.24 9 2.93 4.21 7.88 10 2.83 4.03 7.55 11 2.73 3.88 7.27 12 2.63 3.75 6.99 13 2.54 3.62 6.78 14 2.46 3.51 6.58 15 2.39 3.41 6.37 16 2.33 3.30 6.18 17 2.27 3.21 6.02 18 2.20 3.13 5.86 19 2.14 3.05 5.69 20 2.08 2.97 5.55 21 2.03 2.89 5.41 22 1.98 2.82 5.27 23 1.91 2.75 5.10 24 1.88 2.69 5.03 25 1.83 2.63 4.92 26 1.79 2.56 4.80 27 1.75 2.51 4.70 28 1.70 2.45 4.60 29 1.67 2.40 4.50 30 1.64 2.37 4.42 32 1.58 2.27 4.24 34 1.52 2.18 4.09 36 1.47 2.10 3.94 38 1.41 2.01 3.80 40 1.37 1.95 3.68 42 1.31 1.89 3.55 - 44 1.28 1.82 3.45 46 1.24 1.78 3.33 48 1.20 1.71 3.24 50 1.16 1.67 3.15 52 1.13 1.62 3.07 54 1.10 1.59 2.99 56 1.09 1.55 2.91 58 1.05 1.52 2.85 60 1.04 1.49 2.78 NI rs. DREXEL, BARRELL & CO. CIVIL ENGINEERS/LAND SURVEYORS Project:New Cache Estates,PUD Job N G1446 Client: Orr Land Company 'Designed b MOW 9 Y Date' 1W27/05 COMPOSITE RUNOFF COEFFICIENTS Area Urban Drainage,Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Basin (acres) Description Percent Imp.•r C, C, C,, C,00 C, Cs Cm Cite Im21rv. 1.81 Pavement 100% 0.89 090 0.92 0.96 0.19 0.19 020 0.21 21.5% 0.00 Gravel 40% 0.23 0.30 0.36 0.50 0.00 0.00 0.00 0.00 0 A 0.00 Roofs 90% 0.71 0.73 0.75 0.81 0.00 000 000 000 0.0% 5.87 Landscape/Open Space 0% 0.02 0.08 0.15 0.35 002 0.06 0.12 0.27 0.0% Developed 7.46 «Total Area Total Weighted Runoff Coefficients C,C,Cis,Cm 8 I»914041 be tY c...77'M7.48 + - "�¢±t8 „YT. % Area Urban Drainage,Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Basin (acres) Description Percent Imp.9- C, Cs Cis C,00 C, Cs C,, C,m Imperv. 0.76 Pavement 100% 0.89 0.90 0.92 0.96 0.11 0.11 0.11 0.11 12.0% Gravel 40% 0.23 0.30 036 0.50 0.00 0.00 0.00 0.00 0 0% B Roofs 90% 0.71 0.73 0.75 0.81 0.00 000 0.00 0.00 0.0% 5.59 Landscape/Open Space 0% 002 008 0.15 0.35 002 007 0.13 0.31 0.0% Developed 6.35«Total Area Total Weighted Runoff Coefficients C,Cs,C,o,C,,,&1> A=6.35 : :. L`i .:/7;7•91.17$. j.>bwi?ja w °t�s Area Urban Drainage,Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Basin (acres) Description Percent Imp.'I' C, C, C,, C,,,, C, Cs C,0 C,0 Im13r4. 0.62 Pavement 100% 0.89 0.90 0.92 0.96 0.12 0.12 0.12 0.13 13.4% Gravel 40% 0.23 030 036 0.50 000 0.00 000 000 0.0% C Roofs 90% 0.71 0.73 0.75 0.81 0.00 . 0.00 0.00 000 0.0% 3.99 Landscape/Open Space 0% 0,02 0.08 0.15 035 0.02 0.07 0.13 0.30 0.0% Developed 4.61 «Total Area Total Weighted Runoff Coefficients C2.Cs.C,,C,m&I> t / •1,4-Ys e y, 4"s ea�, �r-�.r.A4.61 ��A3�#sr101a:!• Area Urban Drainage.Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Ass.. Basin (acres) Description Percent Imp.7 C, Cs C,, C,, C, C, C,0 C,m 0.76 PavementIm24rv. 100% 0.23 0.90 0.92 0.50 0.00 0.00 0.00 000 20.0% Gravel 400% 0.71 073 0.75 08 000 000 0.00 0.00 0.0% D Roofs 90% 0.71 008 0.75 0.81 0.02 0.06 0.00 0.26 0.0% 2.36 Landscape/Open Space 0% 0.02 008 p.15 0.35 0.02 0.06 0.11 0.26 0.0% Developed 3.12«Total Area Total Weighted Runoff Coefficients C,Cs.C,o,C,00 8l»k q_)4 A=3.12 - ... .�-" Area Urban Drainage.Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Basin (acres) Description Percent Imp.'I' C, C Ci s,0 Cm G, Cs Cm C,m Im32 w. 9.74 Pond 100% 0.89 0.90 0.92 0.96 0.29 029 0.311 0.31 3L7 7% 0.30 Gravel 40% 0.23 0.30 0.36 0.50 0.00 0.00 000 0.01 0.4% E 0.82 Roofs 90% 0.71 0.73 0.75 0.81 0.02 0.02 0.02 0.02 2.5% 18.91 Landscape/Open Space 0% 0.02 0.08 0.15 0.35 0.01 0.05 0.10 0.22 00% Developed 29.77«Total Area Total Weighted Runoff Coefficients C„Cs,C,o,C,00 - .s 8 I>> --r 1 .1 ..,v,('Si:-.7: v M29.77 "xa Area Urban Drainage,Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Basin (acres) Descrpbon Percent Imp.'7 C, Cs C,, Cm C, 0.38 Pavement Cs C,0 C, Imp 5 100% 0.89 030 0.92 0.96 0.05 0 05 0.00 0.00 50 6% Gravel 40% 071 073 075 0.50 0.00 0.00 0.00 0.00 0.0% OS-1 Roofs 90% 0]t 0.73 0.75 0.61 0.00 0.00 0.00 0.00 0.0% Landscape/Open Space 0% 0.02 0.08 0.15 0.35 0.00 0.00 0.00 0.00 0.0% Developed 676«Total Area Total Weighted Runoff Coefficients C,Cs,C,e.C,m 8Is> A=7.14 ;. ,9 ',:('Q5 5 : . Area Urban Drainage,Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Basin (acres) Description Percent Imp.'Y C, Cs C,0 C, m C, Cs C,0 CiCiS Imp7r0. 0.21 Pavement 100% 0.89 0.90 0.92 0.96 006 006 0.06 0 0.0] 7.0% Gravel 40% 0.23 0.30 0.36 0.50 0.00 0.00 000 000 00% 0S-2 Roofs 90% 0.71 0.73 0.75 0.81 0.00 0.00 0.00 0.00 0.0% 2.78 Landscape/Open Space 0% _ 0.02 0.08 0.15 0.35 0.02 0.07 0.14 033 0.0% Developed 2.99«Total Area Total Weighted Runoff Coefficients C„Cs C,,C,m 8I» A=2.99 t`fbG9 `,-.3�y , �.:. kT3n9'. . .. Area Urban Drainage,Volume 1,Revised 2001 Table RO-5 Weighted Weighted Weighted Weighted Weighted Basin (acres) Description Percent Imp.-r C, CS C,0 C,m C, c, C,, Cm 0.28 Pavement Imperv. 100% 0.89 0.90 032 0.96 0.11 0.11 0.11 0.12 124% Gravel 40% 0.23 0.30 0.36 0.50 0.00 0.00 0.00 0.00 0.0% OS-3 Roofs 90% 0.71 073 0.75 0.81 0.00 0.00 0.00 000 0.0% 1.97 Landscape/Open Space 0% 0.02 008 0.15 0.35 002 007 0.13 0.31 0.0% Developed 2.25«Total Area Total Weighted Runoff Coefficients C,,Cs.C,,C,m 8I» M2.25 ."413 `fi3.Ptp4* o;3 may.o.w :. irax A-8 F.,) icl P ri Pli ri Pi.) z r , ,,,, 4. ifri De, 0 j t CO crK 2 41 Q 0 ,` O l O W d) 0 cc/3 0 W o ITIpeTnimrtrilgAi la ra Fig it r ir k n 11111111 it, W al fr la r_W o JIw 1111 .1 U ! Z W1 wa w;filtH .j N Q ! La II Elliktill LL Z u 0 O co w ti ty i ,m 33 F _ ; c 0 0. 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N w p L ZQ %3e01S J SD MOb N01530 M W SJO M014 Z w 133S w 0 rc Z Z d N %3d015 LU W - w Jz S a w O ≥y¢ w^$u 3 INTO UOw 162 2 W es', 2 0 0 W O 3 N „ NHJAI Yd ; K No z J obv)(v9) az 2 o4 Puml al 20 "4..0, `t a: 60z ri 0=N UHWII N ri N a 01 m 0) a♦ Ow n ^ 0 el N I xI VO _ - a m m o v 6 I' O p O v • -N,Im o ry ry 6 m cg z m m l� O SONn m N mo m 14 x ddONna o 0 0 0 0 0 0 0 o X 1'x1 VEW 407 m a n ry e ry N Q N01530 V3UV 1NI0d -X91530 Nn e m m n m F W W 0 N N M V N m 0 q-IO r K ¢ CO U 0 W � ry en re 2 2 2 2 2 Co 0 0 In 2 22 W 6 6 A CO 0 < ¢ w v� y ea m m m co to m m W 1m1LL M F w load) > ul30l3n N KKKQ 6 0 1131 H1ON31 t W > 3215 Sala CZ a0 'Si $40 rt %3aO15 53J Mold NOIS3a re W $40 Mold W W 1332115 2 m Z• a W M a.3c1015 W Lti O. 52T 3m4 0 Uw0 w$ o w I+p1O Ow 01jN 2 a LL A-!- >0 N > O U 2 aHW11 P°- .f, - K W x 4 (3,0(.0) r I- 2, FO i I<ul a •pO GQ >r� m m Isp)O Q q C U U 0 O W W N W < 2 43 RD< UWo aMM1 o r m n a a 0 xm + 'S 0) r m r o u. m n 14W 0 `O N o La 0 m 1-xl wJ m °' SW7 W n ry _ i° O O 0 LL a Oi v. vl imo)a N o m N m XI N ry 0 • W 1- 0 N U 133OJ n m n 4 w a3ONOa o o o O OO 0 G O O ('x)Y3MY N m N r (0 v n g,' n N N A N`JI53O Y3aV INIOd NOI53O N m v n (0 r co I W . 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O QOM � 0w c_ ooCC �W7 I- J ~ Loot() O O in O 0 O 0 0 0 O o N J I-N C W aLL a OQ — £ � rNNMM V 7 (0 in co n0 a I- • a_ ES 0 aOn 0 _ 0 Worksheet Q"12 Worksheet for Triangular Channel Project Description Worksheet Road Side Swa Flow Element Triangular Char Method Manning's Fora Solve For Channel Depth Input Data Mannings Coeffic 0.030 Slope 002000 ft/ft Left Side Slope 3.00 H:V Right Side Slope 3.00 H:V Discharge 17.00 cfs Results Depth 1.71 ft Flow Area 8.8 ft2 Wetted Perim' 10.84 ft Top Width 10.28 ft Critical Depth 1.15 ft Critical Slope 0.016928 ft/ft Velocity 1.93 ft/s Velocity Head 0.06 ft Specific Enerc 1.77 ft Froude Numb. 0.37 Flow Type Subcritical Project Engineer:Anyone g:\g1446\preliminary drainage road side swale.fm2 Drexel Barrel)8 Co. FlowMaster v6.1 [614k) 11/02/05 09:58:59 AM O Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 STATE OF COLORADO DEPARTMENT OF TRANSPORTATION IC I OT Region 4 Traffic Section 1420 2nd Street Greeley,CO 80631 970-350-2148 office 970-350-2198 fax November 1,2005 To: Ed Orr 826 9th Street Greeley,CO 80631 Dear Sir or Madam: Please review the attached State Highway Access Permit(Form#101)and all enclosed attachments. If you choose NOT to act on the permit,please return the permit unsigned. If you wish to APPEAL the Terms and Conditions of the permit,please refer to the attached Form 101 pages 2&3 for an explanation of the appeal procedures. If you ACCEYI the permit and its Terms and Conditions, please sign and date the Access Permit form on the line marked "PERMITTEE". Your signature confirms your agreement to all the listed Terms and Conditions. - Provide a check or money order made out to the jurisdiction named on the next line for the amount due. Colorado Department of Transportation $ 100.00 Make check or money order payable to Amount Due - Return all copies and attachments of the Access Permit along with your payment back to the Colorado Department of Transportation at the address noted below. The Department will process and return to you a validated(signed and recorded)copy of your State Highway Access Permit. If you fail to sign and return the attached Access Permit within 60 days of the date of this transmittal letter, Colorado Department of Transportation will consider this permit Void. You must obtain a Notice to Ptuxtxl. DO NOT begin any work within the State Right-of-Way without a validated Access Permit and Notice To Proceed. Use of this permit without Transportation Department's validation shall be considered a violation of State Law. If you have any questions,please call: Gloria Hice-Idler at 970-350-2148 Return Access Permit and attachments to: Region 4 Traffic Section 1420 2nd Street Greeley,CO 80631 The transmittal to you of the Access Permit form for your approval constitutes final action by the Colorado .-. Department of Transportation pursuant to section 43-2-147 C.R.S.,as amended. CDOT Form#122 11/99 COLORADO DEPARTMENT OF TRANSPORTATION COOT Permit No. STATE HIGHWAY ACCESS PERMIT 405103 State Highway N&I1p/Side 392B/014.250/R ermit fee Date of transmittal Region/SectionlPatrd Local Jurlsck:don ) 100.00 11/01/2005 04/1/17 Weld County The Permittee(s); Applicant; Ed OR Robb Casseday 826 9th Street Casseday Creative Designs,LLC Greeley,CO 80631 55 South Elm Ave.,Suite 210 970-351-8777 Eaton,CO 80615 970-454-8740 is hereby gabled permission to have an access to the state highway at the location noted below.The access shall be constructe&mainiatrred and used in accordance with this permit,inducing the State Highway Access Code and any attachments,terms,conditions and exhibits.This penal 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 Deparinerd 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 erase or the peril Location: The access shall be located on State Highway 392,a distance of 1,316 feet north of Mile Post 14 on the south/right side. Access to Provide Service to: Single-Family Detached Housing — 9 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 Tile (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 pemisee must be the ovate or legal representative of the property served by the permitted access and have hi authority b accept the permit and its terms and conditions. Permiltee Date (x) This permit is not valid until signed by a duly authorized representative of the Department COLORADO DEPARTMENT OF TRANSPORTATION gavy Date(of issue) Title r c) Access Manager Copy Distribution: ROQUifed Make copies as necessary for. Previous editions are obsolete and may not be used 1.Region Local Aut ority nspaclor CDOT Form*101 8198 2Appica* MTCE Patrol Tnaac Engineer 3.Staff Access Secam N m a C 7 0.co O m m m >,a C c _ m "' S m 3 T occ $ Q.� - W� 0 >£ m Wcv �•- Lc a W /^ 2'ri' cm 3m; orLm a- Qo 8pp .L. 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Lcaojn me Tmm ° ccJagj ¢ Lmrof m2 a L 'mm ;aJmU _mq•r=• b C m °- 3° ° Nm71." 06t2 .•- ca ° amm m m 4- 9 E ma` >5 m e o yc • m °,°mca° ma-° 2Igtomm _ -- ac22 ° c ° > tE� > Etna ° o " `° O c 9 . J a• r m•` C y �J c c c 2 c - 0 � :Sr ° 0p82 no -== mY m-c t ¢na m- 3 at1111! Z`U4•� n U om L ° -Ct t2 = m ° mmm m -m r 2 �' a a3 a2e . Eto-• aE `oa • J-Jtcman+ -ccF� a >amuici O ° mt $, J J -cm mm oat° J mJmmo . en a$om VyoJn ao 62n.-, m 2nco o` o ° aSam � 3n 00 9 mi n of 9228 State Highway Access Permit Page 1 attachment to Permit No. 405103-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 teens,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 "B"-Vicinity Map 4. This permit is issued in accordance with the State Highway Armes 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 Arens 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 Permittee 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 Pennittee 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 exit 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. II. The Pennittee 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. 12. All costs associated with the installation of this access are the responsibility of the Pennittee. This includes design,construction,signing and striping,utility relocation,testing of materials,and inspections. 13. 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 State Highway Access Permit Page 2 A"•chment to Permit No. 405103-Additional Terms and Conditions adverse weather conditions. 14. Traffic detours or lane closures will not be allowed,unless pre-approved by the Department. 15. Two-way traffic shall be maintained throughout the work area at all times unless specific written authorization is obtained from the Departmnent. 16. No construction vehicles shall be parked,or construction materials/equipment stored,on the State Highway right-of-way overnight. 17. No work shall be performed near a Department electronic traffic control device without coordination with Coble Garbiso at(970)350-2137. 18. 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 Pennittee 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 Linda McWilliams at the Greeley Traffic Office,(970)350-2147,to obtain the Landscaping Permit. 19. 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. 20. 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. 21. 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 Permittee. 22. 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. 23. 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. 14. If highway right-of-way fence exists or is proposed,the Permittee must contact Linda McWilliams at the Greeley Traffic Office,(970)350-2147,prior to removal or installation. 25. The access shall be constructed 30 feet wide with 25 foot radii. State Highway Access Permit Page 3 Attachment to Permit No. 405103-Additional Terms and Conditions 26. Construction traffic control devices,when not in use, shall be removed or turned away from traffic. 27. The access shall be constructed 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 fret. 28. 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. 29. All required arms improvements shall be installed prior to the herein authorized use of this access. 30. The access shall be surfaced immediately upon completion of earthwork construction and prior to use. 31. Surfacing of the arms shall be completed as per Exhibit"A". 32. No paved surface shall be cut unless specified in this permit. Asphalt removal shall be saw cut to assure a straight edge for patching. 33. 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. 34. The access shall be constructed 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. r35. 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. 36. 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. 37. 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. 38. 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 acceptance dare: tt �Os Instructions: -Contact the Colorado Department ofTransportation(COOT)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. Please Print - Submit an application for each access affected. or type - If you have any questions contact the issuing authority. -For additional information see COOTs Access Management website at itimvw.clotetate.co.us/AccessPermIts/index.Mnt 1) owher(Perrrittee) Agent for pemhttee(If different from property owner) d err Robb Cascedav - Casceday trtati(;•ttiYssgrS, L(. Street address ea.& 'ilk S-Frte4- SS S. Elva Ave. . Sadt, 210 City,slate&zip Phone# Ctr.state&zip Phone It(required) chef/?t{ h CO (ECUst qlc) 3s7 - 1777 Y itt-ri , (O fetk S 4S4- 8-VW E-mail address 1 E-mat address if available Pero Uri-land et in_ rebb@ CASsedaycre -hk.deS(jnc •Ctv� 3)Address of property to be served by permit(required) J 4)Legal description of property:t within jurisdictional tints d Municipaay,city arhd,or County,which one? l°" zld I subdivision IbbckI" iwv4e4 Scc.a41 icratt4 I 'aX£(alit•O 5)What State Highway 9 ar you requesting access from? 6)What side f the ray?❑ ❑ I t L11 N t 5 E w 7)How many feet is the proposed access from the nearest mile post? How many feet is the proposed access from the nearest tress street? -7 feet t]N❑S❑ECM)from: I IV0 feet IN❑S❑E dW)from_UiL2 3-7 8)What is the approximate date you intend to begin construction? Spring aeel.o Check here if you are requesting a: MO new access Qtennyuwdry access(duration anticipated: ) ni mprovement to existing access change in access use nremoval of access felocabon of an existing access(provide detail) .)Provide existing properly use • Vann I an cl — AcyrfCul 1u.ry 11)Do you have 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 we the peril numbers)and provide copies: and/or,permit date: 12)Does the properhowner own or have any interests in any adjacent properly?O yes,if yes-please describe: 13)Are there other existing or dedicated public streets,roads,highways or access easements bordering or within the properly? ®no Oyes,if yes-list them on your plans end indicate the proposed and existing access points. 14)Ifyou are requesting agricukural field access-how many acres will the access serve? 15)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/land use square footage business square footage � I 16)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 — S.F,kesidelnfitt Sutxt. o I I I 17)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 #a pesierg((e�t ass and rght trucks al peat hour volumes r a m it unit trucks hour wMies $i eak hour volumes or average daily volumes. U o • w sue yet ill excess a 30 R. e at tann vaeues(Fat eMdcncra) Total count cat vehicles �-C'-lzdd w164-mot l -tti. 5 7 1 00 Previous editions are obsolete end may not be used Page 1 of 2 CDOT Form#137 17/04 I. Check with the issuing authority to determine which of the following documents are required to complete the review of your application- a) Property map indicating other access,bordering roads and streets. e) Subdivision,zoning,or development pan. b) Highway and driveway plan prole. f) Proposed access design. c) Drainage plan showing Impact lo the highway right-of-way. g) Parcel and ownership maps including easements. c Map and letters detating utfity locations before and after h) Traffic studies. development it and along the right-of-way. ) Prod of ownership. 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Consirucior-Environmental-Guidance webpage http://www.dotstate.co.us/environmental/Forms.asp. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures,and all applicable U.S- Occupational Safety and Health Administration(OSHA) regulations- including, but not limited to the applicable sections of 29 CFR Part 1910-Occupational Safety and Health Standards and 29 CFR Pad 1926 -Safety and Health Regulations for Construction. Personal protective equipment(e.g. head protection,footwear, high visibility apparel, safety glasses, hearing protection, respirators,gloves, etc.)shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit(at a minimum,ANSIflSEA 107-1999, class 2); head protection that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above-referenced ANSI standards have been revised, the most recent version of the standard shall apply. 3- The Perm&tee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act(ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: <http://www.dot.state.co.us/DesignSuonorth, then click on Design Bulletins. 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. I understand receipt of an access permit does not constitute�it permission to 9isotoCbe.5 start access construction work. Applicant' ature name Date ljGli[ ^FoB� 8/31��the applicant�' rattheowner of the we require this application sgned 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 issued, the property owner, in most cases, will be listed as the permittee. Propsi (\ rk) Print name Date i CS Previous editions are obsolete and may not be used Page 2 of 2 COOT Form#137 12/04 3 015017 II to a - ,n --7 C F 3 Y d al c . c m J .. Is o b .;? 'C o o U QC I. di CIS zizi 6 oin. a. O o o tT.. U a u w p p CF.iz qy 4 g0+ y - • H M•^ W Q W CI ..... a w a •. „ 3 on �.es H "' `lam ran o �.es � pd cg CA pd > od N1O c6 vU a o :.el ba= ono �'6 d ti ' Q ao 7 ; ,ayN., W A erlt, a •m C 0 •'C i. 7 •b�U �l ��_ a cm " CO d « ITS 7 m on .5 V \� QI u m a II. .•' 'q m y p CL ,�(� LO w o �� b api u " t it iy o 'at t. El w aui . v d i � ca � uav` q � b0 ( Eso liml a; oet AO et o d `O - ,. LA � 7 y, o` ow au StmN m 6 i 1 ,-'Ssig.....--2-417- , if Iles 0 _ :: ill p, : _ i III . "Ii is. ;1 - IS: \ . ; 1 2 I 342 i E!'Iof ill CJIII __ cn Iwale" silk r I a I $ g !. FTh 141 - ip If i: -511:\ 3 r n i�� aoiat ,,� 0 - Mr Oril cf.' #g la 32 a fidoeir- ;1 ____ i a1 m <p i h 1 X l a 03 A u \ \ ♦ A O casseday Creative Designs, c Orr Land Company Aa exs tt edan: New Cache Estates-9 Lot PUD - Greeley .cAto..aoeacsr L Highway 392 West of WCR 37 'e 'a- [1.L o (970)304-16111-fac(970)3ot-ia'al County of Weld,State of Colorado STATE OF COLORADO DEPARTMENT OF TRANSPORTATION or Region 4 Traffic Section `_ 1420 2nd Street --- -- ----- - - Greeley,CO 80631 970-3S0-2148 office 970-350-2198 fax November 1,2005 To: Ed Orr 826 9th Street Greeley,CO 80631 Dear Sir or Madam: Please review the attached State Highway Access Permit(Form#101)and all enclosed attachments. If you choose NOT to act on the permit,please return the permit unsigned. If you wish to APPEAL the Terms and Conditions of the permit,please refer to the attached Form 101 pages 2&3 for an explanation of the appeal procedures. If you ACCEY1 the permit and its Terms and Conditions, please sign and date the Access Permit form on the line marked"PERMITTEE". Your signature confirms your agreement to all the listed Terms and Conditions. - Provide a check or money order made out to the jurisdiction named on the next line for the amount due. Colorado Department of Transportation $ 100.00 Make check or money order payable to Amount Due - Return all copies and attachments of the Access Permit along with your payment back to the Colorado Department of Transportation at the address noted below.The Department will process and return to you a validated(signed and recorded)copy of your State Highway Access Permit. If you fail to sign and return the attached Access Permit within 60 days of the date of this transmittal letter, Colorado Department of Transportation will consider this permit Void. You must obtain a Notice to Phucc„d. DO NOT begin any work within the State Right-of-Way without a validated Access Permit and Notice To Proceed.Use of this permit without Transportation Department's validation shall be considered a violation of State Law. If you have any questions,please call: Gloria Hice-Idler at 970-350-2148 Return Access Permit and attachments to: Region 4 Traffic Section 1420 2nd Street Greeley,CO 80631 The transmittal to you of the Access Permit form for your approval constitutes final action by the Colorado Department of Transportation pursuant to section 43-2-147 C.R.S.,as amended. COOT Form 8122 11/99 Hello