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Home My WebLink About20021540.tiff n Lem Todd Hodges Design, LLC MILL CREEK PUD PUD CHANGE OF ZONE APPLICATION Specific Guide Prepared for: Dennis Neal 4770 Baseline Road, Suite 200 Boulder, Colorado 80303 Prepared by: Todd hodges Design, LLC 24 12 Denby Court Fort Collins, Colorado 80526 Submitted: February 28,2002 2002-1540 re\ 2412 Denby Court • Fort Collins, Colorado 80526 • (970) 207-0272 Ti?"""''"` email: toddhodgesdesign(a?earthlink.net PLANNED UNIT DEVELOPMENT CHANGE OF ZONE APPLICATION r'1 PLANNING DEPARTMENT USE ONLY: Case Number Application Fee: Zoning District Receipt Number Date Application Checked By: Planner Assigned to Case TO BE COMPLETED BY APPLICANT: (Print or type only except for required signatures). I(we),the undersigned hereby request hearings before the Weld County Planning Commission and the Board of County Commissioners concerning the proposed PUD rezoning of the following described unincorporated area of Weld County. LEGAL DESCRIPTION: Lot B RE-2835 Pt. SW'A 29-04-68 (If additional space is required, attach an additional sheet of this same size, or a copy of the deed) PARCEL NUMBER: 1061 29 000052 (12 digit number-found on TAX I.D.or obtained at the Assessor's Office) NAME OF PROPOSED PUD SUBDIVISION Mill Creek PUD EXISTING ZONING Agricultural PROPOSED ZONING Estate/Open Space/Agricultural TOTAL ACREAGE 152.815 acres OVERLAY DISTRICTS Flood Hazard_ PROPOSED DEVELOPMENT GUIDE SUBMITTAL(Specific or Conceptual) Specific Development Guide PROPERTY OWNERS OF AREA PROPOSED FOR PUD REZONING: NAME Dennis Neal PHONE (303)497-0591 ADDRESS 4770 Baseline Road, Suite 200 Boulder, Colorado 80303 NAME PHONE ADDRESS APPLICANT OR AUTHORIZED AGENT(if different from above*) NAME TODD HODGES DESIGN,LLC ADDRESS 2412 Denby Court Fort Collins, Colorado 80526 HOME TELEPHONE NA BUSINESS TELEPHONE (970)207-0272 * if agent is different from the property owner,please submit written documentation Lout the property owner authorizing said agent to represent the owner. / : r^ Signature: owner or Authorized Agent Dennis Neal 4770 Baseline Road, Suite 200 Boulder, Colorado 80303 To Whom It May Concern: Please be advised that I, Dennis Neal hereby authorize Mr. Todd Hodges of Todd Hodges Design, LLC, to represent me in my endeavor to subdivide my land, located in the SW '44 Section 29, Township 4 North, Range 68 West of the 6a'P.M., Weld County, Colorado. Dennis Neal date r Specific Development Guide Mill Creek PUD Section 271-10 A.1. of the Weld County Code states "Encourage innovations in residential, commercial and industrial development so that the growing demands of the population may be met by greater variety in type, design and layout of buildings and by the conservation and more efficient use of open space in the development. This proposal addresses the growing demand for this type of residential opportunity, while at the same time achieving several goals of the Weld County Comprehensive plan including preservation of agricultural land and open space. The general concept of this proposal is to create a ten lot Planned Unit Development(PUD) that consists of nine PUD Estate zoned lots of five acres per lot and an agricultural lot of approximately 99 acres or 65%of the site. A conservation easement over the agricultural lot was donated to Colorado Open Lands in December, 2001. The conservation easement restricts the use of the 99 acre agricultural lot to agricultural and passive recreational activities. It is the intent of the applicant to create a subdivision that provides single family estate lots that are in harmony with the adjacent and surrounding land uses. The applicant has already preserved a large amount of land for recreation, continued agricultural uses and passive open space. The proposed land uses include single-family estate residential uses, passive and active open space and the ability for continued agricultural uses. Irrigation water is to be retained with the agricultural lot and the property owner will transfer to the homeowners 20 shares of Ish for a non potable irrigation system on the nine estate lots and open space. The architectural style of the residential structures will be left to the discretion of the individual lot owners with standard limitations that will be specifically outlined in the covenants, at the Final Plan stage. The structures within the PUD will include single-family dwellings and accessory structures, which will adhere to the setback, offset and other applicable requirements of the Weld County Zoning Ordinance. This proposal is compatible with the surrounding land-uses, architectural style, character and zoning. The applicant wishes to establish a small, non-urban neighborhood consisting of residential and agricultural uses, which are consistent and compatible with the uses on surrounding properties. This application proposes to utilize the Specific Development Guide option as outlined in Section 27-6-20 of the Weld County Code. The following information is intended to address the eight major components of the PUD Development as outlined in Section 27-6-30 of the aforementioned ordinance. Section 27-6-40 Component One-Environmental Impacts: Noise and Vibration Smoke,Dust and Odors Heat,Light and Glare Visual/Aesthetic Impacts Electrical Interference Water Pollution This proposed estate residential uses and preservation of substantial agricultural land and open space should not have any negative impacts to the above listed environmental concerns on this /^ property or on adjacent properties. Rather, the preservation of 65%of the total site in its present condition through a gifted conservation easement will enhance the environment and surrounding Todd Hodges Design, LIE 1 re\ r properties. In a referral response dated October 10, 2000, the Weld County Department of Public Health and Environment indicated that the initial impact plan included in the Sketch Plan submittal "...appears to adequately address all potential impacts as required by section 4.25.14 of the PUD Ordinance." Additionally, appropriate measures to mitigate any potential construction impacts will be utilized during all phases of construction. Waste Water Disposal This proposal addresses wastewater disposal on the site through the use of individual sewage disposal (septic) systems. The Weld County Department of Public Health and Environment indicated in its referral response that "The application has satisfied PUD Ordinance No. 197 in regard to water and sewer service." Wetland Removal This proposal does not remove any existing wetlands. Through the gilled conservation easement the areas within the flood hazard overlay district have been preserved from residential construction. Erosion and Sedimentation Excavating,Filling and Grading Drilling,Ditching and Dredging The design of the proposed PUD requires minimal grading on the site. To the applicant's /-. knowledge, there will not be any drilling or dredging on the property. Erosion will be kept to a minimum based on the existing grade of the site and the general layout of the estate lots and preservation of the agricultural lot Additionally, effective erosion and sediment control measures will be utilized during all phases of construction. Air Pollution Solid Waste Wildlife Removal Natural Vegetation Removal This proposal does not have a negative impact to the above listed environmental issues. The preservation of the agricultural lot provided in this proposal will ensure that vegetative cover remains protected into the future for wildlife in the area. The wildlife that currently use the existing ponds located within the agricultural lot should not be affected by the clustering of the estate lots in the northwest corner of the property. An increase in the vegetation of the site will enhance the wildlife cover and encourage greater numbers and species to use this site. Radiation/Radioactive Material To the applicant's knowledge, there are no radioactive materials located on this site. Drinking Water Source The proposed potable water source for this development is water taps from the Little Thompson Water District A current "Intent to Serve" letter and a Line Extension Agreement from Little Thompson Water District is included within the application submittal. Additionally, the Weld County Department of Public Health and Environment indicated in its Sketch Plan referral Todd Hodges Design, LIE 2 response that "The application has satisfied PUD Ordinance No. 197 in regard to water and sewer service." The design of the proposal also allows for the use of irrigation water that flows from an existing ditch along the proposed internal road for irrigation of landscaping on each individual lot, thus reducing the amount of potable water necessary to serve the proposal. The applicant is proposing to pipe the ditch and transfer water rights to the estate lot owners for the purpose of irrigating the estate lots and open space. Traffic Impacts A traffic study is included within the submitted application packet. Mitigation proposed for the impact of this development will be in the form of dust suppression through the spraying of approved dust suppression chemicals based on the direction of the Public Works Department. Section 27-6-50 Component Two—Service Provision Impacts: Schools The Thompson R2-J School District referral dated September 19, 2000, indicates that the District requires a payment of cash-in-lieu of land in order to offset the impact of development on the District The applicant is very willing to work with the school district concerning an agreement. It is proposed that such a cash-in-lieu fee may be paid at the time of application for individual building permits. A common bus stop, entrance signage and mail facility is proposed within the open space located at the entrance to the subdivision. The location and final design of these facilities will be submitted as part of the Final Plan. Law Enforcement Fire Protection Ambulance This proposal should have a minimal impact to the above service providers. In a referral response dated September20,2000, the Weld County Sheriffs Office indicated "No major concerns at this time."A street sign will be placed at the entrance to the subdivision on WCR 40.5 with sufficient visibility. Referral comments from the Berthoud Fire Protection District dated September26,2000, outline requirements for fire apparatus access, fire hydrants and fire flow. Due to the reduction in access points per the Weld County Public Works Department, the applicant is proposing an emergency access to connect the end of the cul-de-sac with Weld County Road 40%:. The proposed design is based on review of the referral comments and a meeting with the Berthoud Fire Protection District A fire hydrant exists near the proposed emergency access point on WCR 3 and a new potential location is shown on the preliminary landscape plan to meet the Fire Protection District requirements. The emergency access roadway is proposed to be gated in such a manner that meets the Fire Districts criteria. The emergency access roadway is proposed to be located within internal open space between the two end lots on the cul-de-sac. The review of this proposal by the public service providers will ensure that impacts are mitigated, if necessary. Transportation Traffic Impact Analysis Todd Hodges Design, LLC 3 The roadways within this proposal are designed to meet the criteria for a non-urban scale development. The applicant is proposing a gravel internal roadway. The County roads adjacent to this proposal are both gravel. Additionally, as previously stated above, due to the non-urban nature of this proposal there should be very little impact to traffic of the area. A traffic study has been provided for review by the Weld County Public Works Department. Storm Drainage The impact to existing storm drainage patterns should be minimal and is addressed in the enclosed preliminary drainage plan as required by the Weld County Public Works Department referral dated September 18, 2000. Utility Provisions Water Provisions As previously stated, utilities are available for this proposaL The proposed potable water source for this development is water taps from the Little Thompson Water District. A "will-serve"letter and a line extension agreement from the Little Thompson Water District is included in the application materials. Additionally, the Weld County Department of Public Health and Environment indicated in its Sketch Plan referral response that "The application has satisfied PUD Ordinance No. 197 in regard to water and sewer service." Finally, the property has sufficient irrigation water to maintain proposed entry landscaping and landscaping on individual lots and, therefore, will not be using potable water to maintain landscaping. The design of the proposal allows for the piping and re-alignment of the existing ditch to provide the irrigation water to the estate lots. Final design of the irrigation system will be done at the final plan stage. As stated prior, irrigation water is also staying with the agricultural lot that is covered by a gifted conservation easement. Sewage Disposal Provisions As previously stated, the individual estate lots will utilize individual sewage disposal (septic) systems for sewage disposal. All of the lot sizes exceed the requirements of the Weld County Health Department. A septic permit will be applied for with each individual residential building permit. Additionally, the Weld County Department of Public Health and Environment indicated in its referral response that "The application has satisfied PUD Ordinance No. 197 in regard to water and sewer service. " Section 27-6-60 Component Three—Landscaping Elements: Landscape Plan Treatment,Buffering and/or Screening Included in the application materials is a preliminary landscape plan that delineates the proposed landscape elements within the proposaL The proposed landscaping is intended to enhance the entrance to the property. The agricultural lot with an existing conservation easement does not require any landscape elements to be added. No screening is necessary on this site. Todd Hodges Design, LLC 4 r Maintenance Schedule for Landscaping Elements On-site Improvements Agreement Evidence of Water Any dead or dying material will be replaced at the earliest planting time possible. The plant species chosen are drought tolerant and will do very well with minimal irrigation once established. The proposed plant materials will be irrigated as necessary from the proposed piped irrigation system. As stated above, the property has sufficient irrigation water to maintain the proposed landscaping and, therefore, will not be using potable water to maintain the landscaping in the open space. An on-site improvements agreement will be included in the Final Plan submittal and will include the landscape elements. Section 27-6-70 Component Four—Site Design: Unique Features The property has a drainage system, which includes a series of ponds in the southeast portion of the property. There are two existing ditches running through the property. The design of the subdivision works with the existing elements on the site. The agricultural lot has an existing access point that shall be retained for agricultural and maintenance purposes. Rezoning Consistent with Comprehensive Plan The Weld County Comprehensive Plan directs the County to provide a process to subdivide agriculturally zoned property. This application proposes a ten-lot non-urban scale subdivision, which includes nine building sites and an agricultural lot which has been placed under a gifted conservation easement The proposal has minimal impact on the service providers of the area and is consistent with the existing surrounding land uses. This proposal allows for efficient and orderly development of the area and the protection of continued agricultural uses and passive open space for the existing and future citizens of Weld County. The Weld County Code sets forth criterion for review of applications for the division of land which is zoned agricultural, including soil classifications, agricultural productiveness of the site, feasibility for continued farm production on the site and utilization of existing housing. The subject parcel is primarily classified as "non prime" and "other lands" on the Important Farmlands of Weld County map. This proposal is a classic "cluster" design that provides approximately 99 acres of preserved agricultural zoned land and open space or 65%of the total property, while utilizing only a corner of the property for nine estate lots. The Weld County Code also states, "Ensure that adequate public services and facilities are available to serve the Planned Unit Development, referral agency comments indicate that adequate infrastructure and services are present to serve the proposal. This proposal also complies with the direction of the Berthoud Land Use Plan by clustering the residential component of the proposal The gifted conservation easement provides for the preservation of a large portion of the property to continue in agricultural uses and passive open space for the enjoyment of the surrounding area. It is the intent of the property owner to comply with the Weld County Code. Todd Hodges Design, LLC 5 reN r Compatibility of uses allowed within the PUD Zone District This application proposes residential, agricultural and open space land uses that are listed as Uses Allowed by Right in Weld County's Agricultural zone district. Animal units and structures may be further restricted in the covenants which will be submitted as part of the Final Plan application. The Weld County Code addresses compatibility in a Planned Unit Development District, stating "The density, design, and location of land uses within and adjoining a Planned Unit Development District shall be designed to be compatible with other uses within and adjoining the PUD District Compatibility of uses shall be determined by evaluating the general uses, building height, setback, offset, size, density, traffic, dust, noise, harmony, character, landscape, screening, health, safety, and welfare." This proposal meets and, in most cases, greatly exceeds the Weld County standards for all of these design elements. Compatibility will be further addressed by including Weld County's "Right to Farm"covenant on the plat and within the proposed covenants. Compatibility with Surrounding Land Uses The Weld County Code PUD Policy 4.1 states, "The design of a planned unit development should ensure compatibility and harmony with existing and planned uses on adjacent properties and within the planned unit development" The surrounding land uses include agricultural and residential uses similar to the uses proposed by this application. The proposed design for nine PUD Estate lots, the agricultural lot and common open space takes into consideration the existing uses of the surrounding properties, as well as, the site advantages and limitations. The architecture within this proposal will be compatible with structures of the surrounding area. As previously stated, this proposal does not take "prime"farmland out of production or limit the ability for continued agricultural production on this site or adjacent properties. Compatibility will be further protected by including Weld County's "Right to Farm"covenant on the plat. PUD.Policy 4.1 goes on to list several design elements for consideration such as density, street design, traffic impacts, open space and landscaping. This proposal meets and, in most cases, greatly exceeds the Weld County standards for these design elements. Overlay Districts This proposed estate lots are not located within any of the overlay districts, as identified by the maps officially adopted by Weld County. A portion of the property located in the agricultural lot is located within the flood hazard overlay district This proposal does not propose any construction within the flood hazard overlay district Section 27-6-80 Component Five—Common Open Space: This proposal exceeds the requirements for open space and will maintain compliance with the following sections. Todd Hodges Design, LLC 6 t^ /" 15%Common Open Space Minimum This proposal provides for approximately 99 acres in the agricultural lot, which equals 65% of the total project acreage, which has been preserved under a conservation easement. Preserving such a large portion of the property greatly exceeds the requirement for open space. Ownership of Common Open Space Construction of Open Space On-Site Improvements Agreement The entry, emergency access roadway and the open space buffer on the west side of the estate lots are proposed to be under common ownership by the homeowners of the estate lots. Ownership of the agricultural lot may be retained by the current property owner or transferred Use of the agricultural lot is limited by the existing conservation easement The property owner has the right to grant access to the estate homeowners on the agricultural lot for the purpose of recreation in a form that doesn't conflict with the agricultural uses. An on-site improvements agreement will be included within the Final Plan submittal. Section 27-6-90 Component Six—Signage: This proposal shall comply with the sign standards, as set forth in the Weld County Code. Signage will be incorporated into the landscape and will be limited to street and subdivision signage. Section 27-6-100 Component Seven—M,U.D.Impact: This proposal is not located within the MUD. Boundary, as delineated in the Weld County MUD. Ordinance or the Comprehensive Plan. There is no M.U D. impact. Section 27-6-120 Component Eight—Intergovernmental Agreement Impacts: This proposal is not located within any approved intergovernmental agreement boundaries. This proposal is located within the Town of Berthoud and the Town of Mead's referral boundary areas. After review of the referral comments from Berthoud and discussions with the past and present Town Planner, clustering of the nine estate lots has been proposed to meet Berthoud's direction. The applicant has placed the agricultural lot under a conservation easement for protection. The use of the clustering technique, conservation of potable water and creative land use tools such as the gifted conservation easement ensure that this proposal meets and exceeds the intent of the Weld County Code requirements for a PUD Change of Zone request for a non-urban scale development in Weld County. The applicant has already preserved a large portion of agricultural land and passive open space through donation of a conservation easement This proposal not only allows for the most viable uses of the property but is compatible with the existing and proposed uses of the surrounding properties as well as the Town of Berthoud and the Town of Mead. Todd Hodges Design, LLC 7 0 a • .� MEMORANDUM U:Q GS: • t ap+) .� Z• O � , co c+) TO: Dennis Neal .•a •,� ' Todd Hodges, Todd Hodges Design O o Diane Houghtaling, Weld County Public Works a 0 o FROM: Matt Delich U DATE: September 14, 2001 o LL SUBJECT: Dennis Neal Development - Traffic impact study (File: 0123ME01) O •, o The Dennis Neal Development is a nine lot planned unit N development proposed in Section 29-4-68 in Weld County. Figure 1 I:7 co shows the location of the Dennis Neal Development. As indicated on z Figure 2, the nine lots will access WCR40 . WCR40', WCR3 and WCR5 a r are gravel roads. Diane Houghtaling, Weld County Public Works 2 rn Department, has indicated that the traffic impact study for Dennis w Neal Development should determine whether the future traffic will d O exceed the 200 vehicle per day (vpd) volume threshold. A volume d greater than 200 vph on a gravel road will require mitigation to provide dust suppression. Typically, the mitigation takes the form N of paving the subject road. The determination of the future traffic volume must consider current counts, site generated traffic, and ,--� traffic generated from recorded exemptions and proposed developments in the area. Recorded exemptions are land divisions that have been approved by Weld County. These land divisions may be occupied by a dwelling unit at some time in the future. No further approvals are required for recorded exemptions, therefore, it must be assumed that a dwelling unit can and will be constructed. Daily traffic counts were obtained on March 7 and 8, 2001, at the locations shown on Figure 3. Raw traffic count data is provided in Appendix A. Also shown on Figure 3 are daily traffic estimates W on selected road segments. G• z The Dennis Neal Development will generate approximately 86 w daily trip ends. The trip distribution for the site generated Z traffic is shown on Figure 4 . The trip distribution is based upon V 5 the location of employment using information contained in the "North Z Front Range Regional Transportation Plan," and the road system in the J z area. Figure 5 shows the assignment of the site generated traffic (� O on the key unpaved public roads in the immediate area of the Dennis o a Neal Development. • n An additional component of future traffic on the key unpaved public roads in the area is that which is attributed to the recorded exemptions. Research at the Weld County Planning Department F- indicated that there were three recorded exemptions along WCR3 (two W o3 north of WCR40*-1 and one south of WCR40;1) and two recorded exemptions I along WCR40 (between County Line Road and WCR3) . These are the �. W recorded exemptions that would contribute traffic to the key unpaved m roads in the area. Other recorded exemptions in the area would have CQ I— little impact on the key unpaved public roads in the area of the C Dennis Neal Development. In addition to the recorded exemptions, BMW 'D there is a proposed 5 dwelling unit residential development located northeast of the Dennis Neal Development called the Hoskins Development. Figure 6 shows the daily traffic that could expected on the key unpaved public roads in the area from the recorded exemptions and the Hoskins Development. The three components of the future traffic were added together to get a future daily traffic forecast for the key unpaved roads in the area of the Dennis Neal Development. This is shown on Figure 7. The daily traffic volumes shown on Figure 7 indicate that a short segment of WCR40', between WCR3 and the access to the Dennis Neal Development, will exceed the 200 vpd threshold. The daily traffic volumes shown on Figure 7 also indicate that WCR3, between WCR4041 and SH56, will exceed the 200 vpd threshold. From the traffic forecasts in this memorandum, the proportion of traffic from the Dennis Neal Development on the short segment of WCR4011 is calculated at 41% and the proportion of traffic from the Dennis Neal Development on WCR3, north of WCR40'll is calculated at 25%. These proportions should be applied to the cost estimate to pave WCR404 and WCR3. It is concluded that a segment of WCR40 , between WCR3 and the access to the Dennis Neal Development, will exceed the 200 vpd mitigation threshold. It is also concluded that a segment of WCR3, between WCR401/2 and SH56, will exceed the 200 vpd mitigation threshold. It is recommended that the Dennis Neal Development make a proportional contribution to a Weld County capital improvement program that will pave WCR404-1 and WCR3. cp SH56 0 M cx U Dennis Neal Development a 0 c2 _ WCR401/2 L C W CR40 U 0 O ° o n8' JdL Z 0 0 ° W O ODW O m SCALE: 1"=3000' SITE LOCATION Figure 1 Adir n WCR 40 1/2 a al ij i j --- M CC 671@3 SOFT \ Ma DOSS TOTAL r ra 11 SCALE: 1" 400' o- I9Oe. a FROMM 2 STOPYf 1N.E OMETAL LAMED rt 15Fn+{; LE WRING S �lvs RW •M IE r l®SHED NO IXMIIn NO SITE PLAN Figure 2 cy,a in a re 01 col to 83 r WCR40 1/2 o m it F v E s O O —oil Daily .a► RECENT DAILY TRAFFIC Figure 3 to 4 ce 0 N el mi O co z WCR401/2 Site ei L_ _I g O el Z TRIP DISTRIBUTION Figure 4 r r, � A116- 0 N (O1 o z 86 NOM WCR40 1/2 Site � ___I ch O Daily -.NO- r .- SITE GENERATED DAILY TRAFFIC Figure 5 c,) -4` 38 38 mot- WCR40 1/2 N Daily DAILY TRAFFIC FROM RECORDED Figure 6 EXEMPTIONS AND HOSKINS DEVELOPMENT a N tO W Ix 0 In 1 N 1 co N r 210 120 WCR40 1/2 Site 01 _ _ to: ID r r Daily Rounded to Nearest 5 Vehicles TOTAL DAILY TRAFFIC FORECAST Figure 7 APPENDIX A �' W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Titlel : CR 3 N of 40.5 Site: 2 TY'^Z Date: 03/07/01 T_ i Direction: NB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Ad <6 Axl 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 3 0 2 0 0 1 0 0 0 0 0 0 0 0 06:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 07:00 3 0 2 0 0 1 0 0 0 0 0 0 0 0 08:00 7 0 I 5 0 1 0 0 0 0 0 0 0 0 09:00 5 0 2 2 0 0 0 0 1 0 0 0 0 0 10:00 3 0 3 0 0 0 0 0 0 0 0 0 0 0 11:00 7 0 1 3 0 3 0 0 0 0 0 0 0 0 12:PM 2 0 1 I 0 0 0 0 0 0 0 0 0 0 01:00 6 0 I 4 0 I 0 0 0 0 0 0 0 0 02:00 4 0 3 0 0 I 0 0 0 0 0 0 0 0 03:00 5 0 I 3 I 0 0 0 0 0 0 0 0 0 04:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 05:00 8 0 4 2 0 2 0 0 0 0 0 0 0 0 06:00 2 0 1 1 0 0 0 0 0 0 0 0 0 0 07:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 08:00 1 0 I 0 0 0 0 0 0 0 0 0 0 0 09:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 10:00 1 0 I 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 63 0 28 23 1 10 0 0 I 0 0 0 0 0 TN"^ Percent 0.0 44.4 36.5 1.6 15.9 0.0 0.0 1.6 0.0 0.0 0.0 0.0 0.0 of Total Data File: MATT Loveland CR3 Printed: 03/09/2001 Page: 1 W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Titlel : CR 3 N of 40.5 Site: 2 • T'$ Date: 03/08/01 T. Direction: NB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 04:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 05:00 2 0 1 0 0 1 0 0 0 0 0 0 0 0 06:00 2 0 1 0 0 1 0 0 0 0 0 0 0 0 07:00 5 0 1 3 0 0 1 0 0 0 0 0 0 0 08:00 6 0 1 2 0 3 0 0 0 0 0 0 0 0 09:00 6 0 3 2 0 I 0 0 0 0 0 0 0 0 10:00 5 0 4 I 0 0 0 0 0 0 0 0 0 0 11:00 4 0 3 I 0 0 0 0 0 0 0 0 0 0 12:PM 4 0 I 3 0 0 0 0 0 0 0 0 0 0 01:00 3 0 I I 0 1 0 0 0 0 0 0 0 0 02:00 11 0 6 4 0 1 0 0 0 0 0 0 0 0 03:00 7 0 3 3 0 1 0 0 0 0 0 0 0 0 04:00 10 0 5 2 0 3 0 0 0 0 0 0 0 0 05:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 06:00 4 0 1 2 0 1 0 0 0 0 0 0 0 0 07:00 4 0 2 0 0 2 0 0 0 0 0 0 0 0 08:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 09:00 2 0 1 I 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 81 0 40 25 0 15 1 0 0 0 0 0 0 0 To91a-. Percent 0.0 49.4 30.9 0.0 18.5 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 of Total r Data Pile: MATT Loveland CR3 Printed: 03/09/2001 Page: 1 �--, W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Titlel : CR 3 N of 40.5 Site: 2 Te-Q Date: 03/07/01 Ti Direction: SB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tits Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi I2:AM 2 0 1 1 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 l 0 I 0 0 0 0 0 0 0 0 0 0 0 06:00 2 0 1 0 0 1 0 0 0 0 0 0 0 0 07:00 6 0 2 3 0 I 0 0 0 0 0 0 0 0 08:00 5 0 I 3 0 1 0 0 0 0 0 0 0 0 09:00 3 0 0 3 0 0 0 0 0 0 0 0 0 0 10:00 3 0 0 2 I 0 0 0 0 0 0 0 0 0 11:00 4 0 0 3 0 I 0 0 0 0 0 0 0 0 12:PM 3 0 I 2 0 0 0 0 0 0 0 0 0 0 01:00 7 0 2 4 0 1 0 0 0 0 0 0 0 0 02:00 8 0 4 3 0 I 0 0 0 0 0 0 0 0 03:00 3 0 I I 0 I 0 0 0 0 0 0 0 0 04:00 4 0 0 2 0 1 0 0 1 0 0 0 0 0 05:00 8 0 3 2 0 3 0 0 0 0 0 0 0 0 06:00 6 0 3 3 0 0 0 0 0 0 0 0 0 0 07:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 08:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 09:00 4 0 3 0 0 I 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 72 0 26 32 l 12 0 0 1 0 0 0 0 0 Toy ' Percent 0.0 36.1 44.4 1.4 16.7 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 of Total Data File: MATT Loveland CR3 Printed: 03/09/2001 Page: 1 W.L. Contractors, Inc. �-. 6435 W. 55th Ave. 303-422-7985 Titlel : CR 3 N of 40.5 Site: 2 Ti • TDate: 03/08/01 Ti. . Direction: SB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Ad 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM I 0 1 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 I 0 0 0 0 1 0 0 0 0 0 0 0 0 06:00 4 0 2 1 0 1 0 0 0 0 0 0 0 0 07:00 5 0 1 3 0 I 0 0 0 0 0 0 0 0 08:00 5 0 I 2 0 2 0 0 0 0 0 0 0 0 09:00 5 0 1 2 0 2 0 0 0 0 0 0 0 0 10:00 5 0 0 4 0 I 0 0 0 0 0 0 0 0 11:00 1 0 0 I 0 0 0 0 0 0 0 0 0 0 12:PM 7 0 4 2 0 1 0 0 0 0 0 0 0 0 01:00 5 0 3 0 0 2 0 0 0 0 0 0 0 0 02:00 5 0 1 3 0 0 0 0 l 0 0 0 0 0 03:00 10 0 6 2 0 2 0 0 0 0 0 0 0 0 04:00 8 0 3 1 0 4 0 0 0 0 0 0 0 0 05:00 9 0 5 2 0 2 0 0 0 0 0 0 0 0 06:00 7 0 1 5 0 1 0 0 0 0 0 0 0 0 07:00 2 0 1 1 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 11:00 I 0 0 1 0 0 0 0 0 0 0 0 0 0 Daily 83 0 32 30 0 20 0 0 I 0 0 0 0 0 Tote Percent 0.0 38.6 36.1 0.0 24.1 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 of Total Data File: MATT Loveland CR3 Printed: 03/09/2001 Page: 1 W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Title] : CR5 N of 40.5 Site: 3 Tj M2 Date: 03/07/01 T. Direction: NB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tin Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 04:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 2 0 I 0 0 0 I 0 0 0 0 0 0 0 07:00 7 0 3 3 0 I 0 0 0 0 0 0 0 0 08:00 4 0 2 I 0 1 0 0 0 0 0 0 0 0 09:00 4 0 2 2 0 0 0 0 0 0 0 0 0 0 10:00 4 0 2 0 0 0 0 0 I 0 I 0 0 0 11:00 4 0 4 0 0 0 0 0 0 0 0 0 0 0 12:PM 3 0 2 0 0 1 0 0 0 0 0 0 0 0 01:00 6 0 3 3 0 0 0 0 0 0 0 0 0 0 02:00 3 0 1 2 0 0 0 0 0 0 0 0 0 0 03:00 8 0 2 2 0 4 0 0 0 0 0 0 0 0 04:00 II 0 8 1 0 2 0 0 0 0 0 0 0 0 05:00 8 0 5 1 0 2 0 0 0 0 0 0 0 0 06:00 4 0 3 I 0 0 0 0 0 0 0 0 0 0 07:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 08:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 09:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 10:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 76 0 46 16 0 II 1 0 I 0 1 0 0 0 Tom Percent 0.0 60.5 21.1 0.0 14.5 1.3 0.0 1.3 0.0 1.3 0.0 0.0 0.0 of Total ' Data File: MATT Loveland#3 Printed: 03/09/2001 Page: 1 . . W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Title' : CR5 N of 40.5 Site: 3 Ti**2 Date: 03/08/01 T. J Direction: NB I 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Ax! 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 4 0 2 1 0 0 1 0 0 0 0 0 0 0 07:00 5 0 2 2 0 0 0 0 1 0 0 0 0 0 08:00 4 I 0 0 0 2 0 0 0 0 I 0 0 0 09:00 4 0 3 I 0 0 0 0 0 0 0 0 0 0 10:00 5 0 1 1 0 1 0 0 0 2 0 0 0 0 11:00 2 0 0 0 0 2 0 0 0 0 0 0 0 0 12:PM 7 0 4 1 0 2 0 0 0 0 0 0 0 0 01:00 4 0 2 0 0 1 1 0 0 0 0 0 0 0 02:00 8 0 2 3 0 1 2 0 0 0 0 0 0 0 03:00 3 0 1 0 0 2 0 0 0 0 0 0 0 0 04:00 9 0 4 2 0 1 2 0 0 0 0 0 0 0 05:00 6 0 4 2 0 0 0 0 0 0 0 0 0 0 06:00 3 0 3 0 0 0 0 0 0 0 0 0 0 0 07:00 3 0 I I 0 I 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 2 0 I 0 0 1 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 71 1 32 14 0 14 6 0 1 2 I 0 0 0 Tor', Percent 1.4 45.1 19.7 0.0 19.7 8.5 0.0 1.4 2.8 1.4 0.0 0.0 0.0 of Total * Data File: MATT Loveland#3 Printed: 03/09/2001 Page: 1 W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Title] : CR5 N of 40.5 Site: 3 Tl)Y.2 Date: 03/07/01 Ti Direction: SB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 I 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 5 0 1 1 0 1 I 0 1 0 0 0 0 0 07:00 5 0 3 2 0 0 0 0 0 0 0 0 0 0 08:00 5 0 1 3 0 1 0 0 0 0 0 0 0 0 09:00 3 0 3 0 0 0 0 0 0 0 0 0 0 0 10:00 6 0 2 2 0 0 0 0 1 0 1 0 0 0 11:00 4 0 1 1 0 1 0 0 1 0 0 0 0 0 12:PM 4 0 2 1 0 1 0 0 0 0 0 0 0 0 01:00 6 0 2 3 0 I 0 0 0 0 0 0 0 0 02:00 5 0 3 2 0 0 0 0 0 0 0 0 0 0 03:00 10 0 1 4 0 5 0 0 0 0 0 0 0 0 04:00 12 0 9 3 0 0 0 0 0 0 0 0 0 0 05:00 6 0 4 I 0 0 0 0 1 0 0 0 0 0 06:00 5 0 3 I 0 1 0 0 0 0 0 0 0 0 07:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 08:00 3 0 3 0 0 0 0 0 0 0 0 0 0 0 09:00 I 0 I 0 0 0 0 0 0 0 0 0 0 0 10:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 83 0 41 25 0 11 1 0 4 0 1 0 0 0 Totapla—� Percent 0.0 49.4 30.1 0.0 13.3 1.2 0.0 4.8 0.0 1.2 0.0 0.0 0.0 of Total ' Data File: MATT Loveland#3 Printed: 03/09/2001 Page: 1 W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Titlel : CR5Nof40.5 Site: 3 TjM.2 Date: 03/08/01 T. Direction: SB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 I 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 1 0 0 0 0 I 0 0 0 0 0 0 0 0 07:00 8 0 I 3 0 0 I 0 1 2 0 0 0 0 08:00 8 0 0 4 0 3 0 0 I 0 0 0 0 0 09:00 3 0 0 1 0 2 0 0 0 0 0 0 0 0 10:00 5 0 2 2 0 I 0 0 0 0 0 0 0 0 11:00 5 0 2 I 0 2 0 0 0 0 0 0 0 0 12:PM 6 0 3 I 0 2 0 0 0 0 0 0 0 0 01:00 7 0 5 2 0 0 0 0 0 0 0 0 0 0 02:00 5 0 I 1 0 I 2 0 0 0 0 0 0 0 03:00 5 0 4 0 0 0 I 0 0 0 0 0 0 0 04:00 7 0 3 1 0 I I I 0 0 0 0 0 0 05:00 8 0 4 1 0 2 I 0 0 0 0 0 0 0 06:00 2 0 1 I 0 0 0 0 0 0 0 0 0 0 07:00 6 0 3 2 0 1 0 0 0 0 0 0 0 0 08:00 3 0 1 2 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 81 0 32 22 0 16 6 1 2 2 0 0 0 0 Tory+-- Percent 0.0 39.5 27.2 0.0 19.8 7.4 1.2 2.5 2.5 0.0 0.0 0.0 0.0 of Total r. * Data File: MATT Loveland#3 Printed: 03/09/2001 Page: 1 W.L. Contractors,Inc. 6435 W. 55th Ave. 303-422-7985 Title] : WCR 40.5 between CR3 &CR5 Site: 4 Tie Date: 03/07/01 Ti Direction: WB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Ax1 Time Total Bikes Tlrs Lone Buses 6 Tire Single Single Double Double Double Multi Multi Multi I2:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 06:00 I 0 I 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 3 0 3 0 0 0 0 0 0 0 0 0 0 0 09:00 6 0 1 3 0 0 1 0 I 0 0 0 0 0 10:00 2 0 1 1 0 0 0 0 0 0 0 0 0 0 11:00 4 0 0 3 0 1 0 0 0 0 0 0 0 0 12:PM 6 0 2 2 0 0 1 0 I 0 0 0 0 0 01:00 2 0 I 1 0 0 0 0 0 0 0 0 0 0 02:00 4 0 2 1 0 1 0 0 0 0 0 0 0 0 03:00 4 0 1 1 0 2 0 0 0 0 0 0 0 0 04:00 3 0 1 1 0 0 0 0 1 0 0 0 0 0 05:00 6 0 3 3 0 0 0 0 0 0 0 0 0 0 06:00 2 0 1 1 0 0 0 0 0 0 0 0 0 0 07:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 2 0 1 0 0 1 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 47 0 20 17 0 5 2 0 3 0 0 0 0 0 Tote Percent 0.0 42.6 36.2 0.0 10.6 4.3 0.0 6.4 0.0 0.0 0.0 0.0 0.0 of Total Data File: MATT Loveland#4 Printed: 03/09/2001 Page: I --"' W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Title! : WCR 40.5 between CR3 &CR5 Site: 4 Tir . Date: 03/08/01 Ti. Direction: WB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 2 0 I 0 0 1 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 4 0 1 2 0 I 0 0 0 0 0 0 0 0 09:00 3 0 1 1 0 1 0 0 0 0 0 0 0 0 10:00 2 0 1 0 0 I 0 0 0 0 0 0 0 0 11:00 5 0 3 I 0 1 0 0 0 0 0 0 0 0 12:PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 4 0 2 1 0 1 0 0 0 0 0 0 0 0 02:00 4 0 1 1 0 0 I 0 1 0 0 0 0 0 03:00 4 0 2 I 0 1 0 0 0 0 0 0 0 0 04:00 4 0 0 2 0 2 0 0 0 0 0 0 0 0 05:00 4 0 I 0 0 3 0 0 0 0 0 0 0 0 06:00 6 0 1 5 0 0 0 0 0 0 0 0 0 0 07:00 2 0 0 2 0 0 0 0 0 0 0 0 0 0 08:00 10 0 1 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 47 0 16 17 0 12 I 0 1 0 0 0 0 0 Tote Percent 0.0 34.0 36.2 0.0 25.5 2.1 0.0 2.1 0.0 0.0 0.0 0.0 0.0 of Total • Data File: MATT Loveland#4 Printed: 03/09/2001 Page: I ^ W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Titlel : WCR 40.5 between CR3 &CR5 Site: 4 Tire Date: 03/07/01 Ts Direction: BB 1 2 3 4 5 6 7 8 9 10 11 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes Tlrs Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0 08:00 2 0 1 I 0 0 0 0 0 0 0 0 0 0 09:00 5 0 1 4 0 0 0 0 0 0 0 0 0 0 10:00 1 0 0 I 0 0 0 0 0 0 0 0 0 0 11:00 4 0 1 2 0 1 0 0 0 0 0 0 0 0 12:PM 2 0 I 1 0 0 0 0 0 0 0 0 0 0 01:00 3 0 I I 0 1 0 0 0 0 0 0 0 0 02:00 3 0 1 I 0 I 0 0 0 0 0 0 0 0 03:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 04:00 6 0 I I 0 2 1 0 1 0 0 0 0 0 05:00 6 0 4 0 0 2 0 0 0 0 0 0 0 0 06:00 I 0 I 0 0 0 0 0 0 0 0 0 0 0 07:00 5 0 4 I 0 0 0 0 0 0 0 0 0 0 08:00 I 0 1 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 41 0 18 13 0 8 1 0 I 0 0 0 0 0 Tot0,t6., Percent 0.0 43.9 31.7 0.0 19.5 2.4 0.0 2.4 0.0 0.0 0.0 0.0 0.0 of Total Data file: MATT Loveland#4 Printed: 03/09/2001 Page: 1 W.L. Contractors, Inc. 6435 W. 55th Ave. 303-422-7985 Titlel : WCR 40.5 between CR3&CR5 Site: 4 TDIe2 Date: 03/08/01 T. Direction: EB 1 2 3 4 5 6 7 8 9 10 II 12 13 Begin Cars& 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Total Bikes TIrs Lone Buses 6 Tire Single Single Double Double Double Multi Multi Multi 12:AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 I 0 0 I 0 0 0 0 0 0 0 0 0 0 08:00 2 0 0 I 0 0 0 0 0 0 1 0 0 0 09:00 4 I I 2 0 0 0 0 0 0 0 0 0 0 10:00 2 0 2 0 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:PM 2 0 0 2 0 0 0 0 0 0 0 0 0 0 01:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 02:00 3 0 0 2 0 0 1 0 0 0 0 0 0 0 03:00 3 0 1 1 0 I 0 0 0 0 0 0 0 0 04:00 1 0 0 0 0 I 0 0 0 0 0 0 0 0 05:00 4 0 2 2 0 0 0 0 0 0 0 0 0 0 06:00 5 0 I 2 0 2 0 0 0 0 0 0 0 0 07:00 I 0 I 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 2 0 I 1 0 0 0 0 0 0 0 0 0 0 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daily 31 I 9 15 0 4 1 0 0 0 1 0 0 0 Tote Percent 3.2 29.0 48.4 0.0 12.9 3.2 0.0 0.0 0.0 3.2 0.0 0.0 0.0 of Total Data File: MATT Loveland#4 Printed: 03/09/2001 Page: 1 ALLES AND 428 North 2n° Street .-. LaSalle, Colorado 80645 ASSOCIATES, INC. Fax: 970-284-95649562 March 12, 2001 Weld County Public Works Weld County Engineering Department 1111 H Street P.O. Box 758 Greeley,Colorado 80632 Attention: Ms. Diane Houghtaling Reference: NEAL Recorded Exemption No. 1061-29-3-RE2835 Subject: Peliminary Drainage Study of the Subdivision Dear Ms. Houghtaling, Enclosed is a drainage study of the above referenced subdivision with support documents. The guiding reference for this study has been Chapter 2 of the Field Engineering Manual "Estimating Run-off'published by the Soil Conservation Service of the United States Department of Agriculture. Rainfall intensity curves were also from SCS. The soil classifications found on site appeared to matched those in the soil survey of the area performed by SCS. The soil types are Kim Loam, Thedalund, Wiley-Colby Complex and Aquells in the creek bottom. The first three have fair to good permeability ratings. The average percolation rate from table 13 was used in the calculations as a conservative approach to sizing the ponds. Once the field conditions dry out and a four wheeler can travel safely on site; we will perform percolation tests at each pond site. Please call if any questions or any items I can clarify over the phone to save time in reviewing the study. Sincerely, %lye e .Ate, George D. Paulsberg Colorado P.E. # Enclosures: Preliminary Drainage Study March 8, 2001 Project No. Neal 0101 DRAINAGE STUDY Objective: Evaluate and calculate the quantity of rainfall run-off that will occur on the project property and provide for the containment of subject run-off that meets or exceeds the requirements of the Weld County Subdivision Ordinance No. I73-E and Planned Unit Development Ordinance No. 197. Location: Property is in the SW I/4 Section 9, Township 4 N., Range 68 W.,6 Principal Meridian, Weld County, Colorado. Project Namez Neal - Recorded Exemption No. 1061-29-3-RE2835 Reference: A). Soil Survey of Weld County, Colorado-Northern Part by United States Department of Agriculture, Soil Conservation Service. B). Soil Conservation Service Engineering Field Manual, Chapter 2,-Estimating run-off. Site Conditions: A mix of farm fields and rolling hills with low lands along the two creek drainages on the property. The general drainage flows from the NW to SE to Big Hollow Creek and from the SE to NW until it enters Homes Creek or Big Hollow Creek. The two creeks flow from the south property line northeasterly leaving the property near the C-S 1/16 corner of Section 29. Future Use& Conditions: The future use of the land will be for one home on each lot with a garage and possibly one or two small buildings as barns or sheds. The lawn of grass is estimated not to exceed one acre and the balance of the lots to remain in hay or natural vegetation. Design Parameters: The following items are fixed by others that apply to this project. A. 5 Yr. Storm frequency for general run-off calculations. B. 100 Yr. Storm frequency for quantity of water required to be retained on the property. C. Land use to be residential. D. Rainfall intensity curves furnished by the Soil Conservation Service. E. Constants, coefficients, charts and equations by Soil Conservation Service. Narrative: The procedure has been to perform a series of tasks in sequence to arrive at values for run-off and flow retainage requirements. Task one was to classify the soils found on the site in accordance with the soils conservation maps for the area. Page two Project No. Neal 0101 Task two involved the identifying of areas contributing run-off onto and from within the property and into individual drainage pockets. Task three was the classification of future land uses to curve numbers for hydro logic soil groups and proportioning by weighed values for a combined CN for later use. Also, plotted drainage flow direction and length of flow on the contour map. Task four was the use of rainfall intensity curves, CN's, watershed slope and length to establish a time of concentration for each drainage basin. Task five applies these various items to determine the peak discharge and quantity needed for each retainage pond. Task six the estimation of percolation at each of the proposed retainage ponds. Task seven involved the trial sizing of each pond to match the percolation rate and quantity of water to percolate in a 24 hr. period. Task eight modified the contour map to reflect the drainage ponds and ditching needed to divert the water into the ponds. Task nine was the wrap-up of report writing,transmittal letters,copying of support documents and final drawings for agency review. Construction Recommendations: The procedure best suited to this site with reasonable construction effort and cost is to build retainage ponds within each drainage basin. Special ditching will be needed to route the surface run-off to these ponds. In sub basin areas 1, 2, 3 & 5 the ponds will need to be as close as possible to the creeks to properly retain all the run-off leaving the site. The problem resulting is that the ponds will be within the designated flood way as shown on the Flood Insurance Rate Maps for that area. Moving the ponds outside the flood way would not allow them to retain all run-off as required. The ponds on the down hill side will be flush to the ground allowing flood waters to pass over them. The ponds may silt in and need cleaning to restore them to a functioning level. Area#3 of the site analysis will need two retainage ponds to limit the ditching to reasonable lengths. Area #4 is on the north side of the property and away from the creeks. The total planned volume of all the ponds is 1,406,691 cull. and required run-off volume needed to be retained is 1,158,532 cu.fl. or 1.21:1 safety factor. The ditching to the ponds will be shallow swales 2'deep and flowing with the contours and located just above the creeks high water marks and/or property lines. Sincerely, 4e,fr9 /eta d,* George D. Paulsberg, Colo. P.E. # Enclosures: Calculations, graphs, tables, contour map and rainfall intensity curves. • Z7i&.tIN.46d Crane 44rAL 7/ 4//74 sCie- - Xn rin/6 L/! P. - (5'c.', lend ned•ti /r - J o7a'ee.�J r : .GtAP S-O Se51 4-.4.O e.'t't 3t GS; 92 $` 4"1 ��( l� ii cus ¢LLS 4 AQ i P T, /' Lou &ten C� U�- Rsr-ni .) 3� ,s /c,.Y, L0A ., 6 S Is 774 0 -°A A." 82 ,5 WaLer - Cater Gaon Ptex ... »°» 1 � 1 ,e4iCD ,rD '. N ore f ♦� rChA/Fdiz;SF g u „ 3g .1 L4 kh re 8 iv F� LTQhT,o.0 Pans � 65 IS Ian " C " ( D lH,hLowvc N/ r. CL.Rve Atari BeRS - C ,-/ Tete z - 3 '- - 4.=at Arrifecj -<-2.irrc + uo C .v e,4 I - 7 ≤ r1J/ G,t e o,ud CovetAt 48 - G 5 ' - , �M �u CRl,n/ 72 - e l " 's- r //et54crods G z - 74- „ ope"f YA.Sce- H,4.. c2krr GI- 7 A v e o /f2 cm, ggoorcr efa., 9 8 — 9 q3 CA-Ave-t- /�-o k 0 r 8 $— .BI I` �� id c,C ,>7t.'D Y 1(/Ef+L .- f +1 ( Zh r/c �C//2y�Uk 0S ex, rr, giF 2taAD <. 12/0m4 —41 oa • is (591_,1- - 1• NN (a-, 0.40 ' ass Sa e ' o,.V6 A" Poo ' e 4o.#m S 3Boo ' ,LOADX 3S" Ott i1r - 3. d S e, Z9-o0 + Qo 3ooOxtO (,J,/>G c / 38 .Ae. t^ ^ cj Z .QA /N.tseSri—•DY 4-AL .1 / i),f 249/ S'B- DR/f/N/!4d 4,ee4s- r 0 esox4soy1 „ .L 99oA °. L 13S40 ,� 550hGSo / 7e, 750 2- / 000 K 000 i-‘5"a) = f,2s600 27 ¢03/ 75o y l = SS /8 Ac . 10,Jh 40 e0 t / tuoioou T<: 7— ?,?,2 Ng 5/Oa,c 2/ Co - 62g2 50n 1,411 i I/So x 77oo c 1, 775 O" ' 6::! /o/ ohs (.100. X / r 2 31- ✓�Z�(�'. /700 x Z/ SO t / ea?, 5 oo t Cc =40 1 2 /700 t7,30)(706 - 9� 0 000 2 ® 86o x ¢u° _ / 7o von 1 74 - era r / /7, oS /Ac_ /90ox ¢pox. = 5-72 gE� f / do / V 10o x /400 - 2$0 ooa, Z / 7 #7s oaoy/ — rtec p04 c. 3A9 x /'oo = 77 S 000 f 4-35-Co mac-- CrerA., ,g 0 fiFtwD w4r /. 704e. i t4c. /Ule,.✓4.(1Adoe4 = 3/9A 99,4-c . r STU Vie _ 4....›4L / / — /00 %R. ✓io2//1 -rot STURA G+c Ca,..TA(.✓ ln6.4+T r A,g?94 71"/ t T /,4 e,i) j2gA,/�e4C / 4 Any, (c = 0,7 O id 4.4 / ,rT 3, 90 Ac. X 47 sco I t/41, /►.C. n = 9 933. Pry oa0 ',e e,t 7rz Q - /, 4 o C,.,r x SS. /8 r 43s6 o = C� /2 ZE 426 A77 "he e,4 *3 /, C91 x, 231 415-c / Z i (��j Cvl le --r ti 3 9, S/o FT, D /t/9 , /70s. tg jco iy 3 8 7 821 /V"T n/2 6A Al S Q = / 44 / . /O-7 . , 5-co C5 t S7 goy: 2416 , e_Do Axa J - Fie eXcch $t17uccJ 41,2JAI, .44,.tGeo21 (1'0( 956xint /.SSuxSe,' C 71(, Lc -f -77s 1... = 71-. 69 4c. 11.1tilt- orQoi."Q Z 4i54° el 60A186° + (6 S° K/SC. .¢ a14 + 75o)A 65.7, / _ t;'t 1ur Ran 2 2 471-51.6 / 2g 3EAr 44cA4 1 4 Q/Ai , A,QoA —3 c 4 5-94 1a . /?, ,7 Ac , / , ¢7560 = 72-, S?-Z_ fir; /2 _ -- r()f4/,v44a mar /14',1 4- o/o/ 3- e- soo / e /N/+ 6d /2o,vDs /0eeEnn04era, ry - 7$« /? �"cr o,c457.J.2va).- S'o T/Pc- A Q L. o GL S - ti o7 ,P-4 73P ./f Rtvel ,Qo rrb.w GR.v A. k,,07 46,44, - 0, ‘ /O z.o /NA. 6 S TNgDALL - o,E /o 2.6 it /v,e.. r: 222 $ 2 W,tc'r -Coc,er - 0-g fo Agail t fr:: '2= 9 733 /er `4 �a/L. / 5 St l.!/,«ti - Cocev Co,n/oce.c reek uw. v!/L /G/,1P to or 3100 /2 = /i 3 '�/Nlt'. /JVCfi,f ci6,eF Q,6 'Ica 'L,6 .g/.vR . /P r 4. = /. 3_„ . 1 ' Zf WI. . Arr.L 4'2. /2" 7 9 933 r-T _ /, i ' ,/' . Zffrz. . A HR, /2-" 3 4 = 9, 9516; /z" / _ .? 810 ,17 /Cr,L Tit Tk y T2c?,v c-,ti 30 'QM p, x 7 C' / 0,1/ c x Z' Dee/ A *eA C,/r, 3ax x s ' - 2 2 So - 77. //- 720, )c-/e 3o ' x /1v1 x ? ' 4reP 5k 7o &lc ",es, Ck. = - 3906 rT2 — der- OLU mid (-ft, 3o X /3o X ✓3 _ /f 700 Fe (/7°o,e owl . GoeA-r,o,J 114A ter- 52O.9C7--Akm fe idotre -- — S%3aeA,. � '° e; Acre/4, 44 8,4 Di4,4,N/,u6 W,�x ooe ul�C , 3' - .. IIr 2 : ( SLJ Nd c —N'o r a re ,� Z. / r I lr4' -2 ( SA,t-Tr ,".Cook, A [ ..-... Gri vie,//Am 4a fe."Q1- I Nest O/6( 3- g- 2ou/ ACT4.N44cs ,O4NPr r Arlie eA /ea- 16/ 41,6 fiT-' P,Wg. r /• 3' /4,i, lc. /9. T• 4- _ /. 3 •' 2I-ia. , A . /' / f/,P, /2' 2 A = 2-8/ 4t 26 /-T3 . / RR. . " / , /z'' -= / O g 24( FT. A/ecoaa ..a /.3" 2}HA. 77 oae IgI TRY T ens cm SOOiZo u, k 2 ..---a- 1€ o ' WIO(F .. �_ o - utg- :�z - A = Soo c "1:40' = / /o, 000 fit ok— Aeo✓a �•.v..4tak... . e'rnm` : 1/C 2 2(i -*Lc = //o, Roo k• DczPri. oR t2 VC=?r+ - 'r 2'6/ 426 "r! ` 2 , 5 6 / 'c- // o, Joe, /`T? use 3 ---"`_` �\.�, - d,AR,ec— riap¢ 5ak6 / 16eA.re �{- cg ark 2' ( \ 2.32' 3oa/w� More; A e'1"u A,. V 40.u. c. T j s\ i WILL OM/ RI" of) Z:i 3s j 1-'.1 A co, - :. ADoer ion tc 22p I VV1�11//// Ar.le �.(rta 1 , 4 4, L/.--- A , Vispr. = 1 /0, 00ox3 = 330000FT3 r • ORAi nil ce 5%u Or Aleic 0 /0/ i- ff - 200/ RSrTA iiva4Sot /"6/v 0r Ai da #3 O,/,oi/Ja tai ita 2- „re,4- A,edvl f 2 idaiuOr, %3 Q To Lc)l3ST Abe/0A kis e fo a fir / w_ et) r = 72_7 S¢-2 F'T, 3 3 - WYS7 = 2/r c7 - 48 'err2e? 'e <:i 3 222 —27 0� e.e4<-1- / r c. Z 6�, 3 .es, _ `C eh Er Z1 O/ 273 Fi.j/ = P iii /. 39 . Z1-4R. . Al /' .5aFa:i 4 = 92/ 4/3 Fr: t I . 77 y ?a Stk. loc' zr 93 oir /cr..' - o+E Asoot- /s., ,,//,.,,.,.. : c {/f = 2*'O, 273 itT3 - 2, C / ,- ore. .1 ' &an"_ 93, at g / —i:: r I C Q csa r -L- 14.4,t,Bl- CtQ 8 5-7,46t, la /.(-.cis -----�_ iv(5r15 ; 2-: r 4RPr I— ?of— a>cTu 42 a'4 3/7' FoR ARa. wt t d, ://r2 � oS' I Vs= 3osx3os K 3'= ?79�7sfr,' t 3 t t / T w dfr c 48/ ZA 7 Cr c ..J 4 . / , 2#NR. . 4 HQ, /2` 4r /Bo* tr.S / sky d20 ' Go/j A, . k ion v,,pa = /B 6 000 , _ Of( AO . ove w'4".y,...- �,Y,,, = A = 9-8/ icy /36 Duo 2' U its 3 i do,77,- --x-` f1,414/er ik,�f lc osc Cr4 td Le i re C?tc3N If NOT"r; 1; ( Ccoeds ; \ ic— 30 = P/LoulOr wrL Ano.f 2,. . \ 3/2/ pleA„0,Ac ' i1,2a4 , t ---� Z :/ —+ 3' 300' y2 ;/ 47 (4 4 Za c 30"y SSB 000lC 3 • / svAco 57-opr c. n /4r 1.8— Zoo/ 8 A A215-7-4'A/46-a /2-)5,4/O.5- fa- 8? 82 f- fir ,gwe ; 41"//y,e z .D T•iq = /. � � . a t,4A /' . 4 ,4 97 SZ¢FT� LL ./ . /2 /2.. /,,?" 24k.e /' X= 337flfl7t °° Z 30 'T.eY / SG' culoa x GoN‘ Ar /�v X230 ' 34 no ,Z- c./r 44Bovd /l44/....co N : / ¶ wc* 40t t/ h A/etL�5— St—or9et frAu �+u r /S ApOer/iNAC U.QA,NAIIS N Ale-A . \ /62/ V 1/_ / Sox 2 30 K 3 / O 3 Soo F r.; e k S (PT-- S78o7Fr Q = 74 /3 . at . A_ r 4 S7g a7 . / , / , /2 = 22/ 233 Tr,,Z •L /'3 —z 7R% /SOX /So A _ 22SOO Pr. — oft - .3o off ,'/,�vi.s ,.�. c'YT-r = (1). 4,4 — .57 807 ;= 2z, z13 = 2, E ' on? 3 ' = 4, c o c3 7 co✓ Fi j OFr � ctc A L1AErNf - S"t.uaer 5rch 2'. I — /so' ? 2:I /Urns ; 2e, / 1.Oa J y y 52-se ac A-Dr V= /S; / 10 ex 3c 6 7 COG /(77 AA-(P4 A h , a , c orun U/O/ - yoo/ 9 /<crag iN4r s '4A1D f ., -.tour n %)C rich Vet ilwe a-e .Pent /ale 7 4ee,4 # / /4 700 /cr, .7o 'X /3n ' Bo„o.. - 7 ¢Z'x /IC T r .,/'f 7y� /€7: 3 De.g& —3 Age ex *2- 330 boo X7, 2165( rod' Igor_ 7 7 272'A S/2- Tub 343 /7C .C A- y, (fie1''rs f <:< „a . , ge4 '3 . 4G 1-77, 07$ itT. 3 3o SK ?as' /3aT_ 317 'k 3/' Tee I 2 90, 27/ ,t p 4;?;i Qw SS6'/ Oo F-� 3ook Lea' Yea- 7 3122k X32 71P 574}/ 776 ,` 6t, _ V D J ' 83 -1/ 675" 86 -5, a4 F 7 , 7 AREA it 4 /b 3, 500 rr,i /Sox 23a ' Ayr, 7 2'+/Cc 2?z' 7o? 7 / /6/ SSG f r ' 0 lJ\ 4 ,264 ' S 47 Soo re / Sat k/Sc' .L 7, /C2 K/62' -r ? 73 //6 /c� 3' b f 77)-r-AL /, 3+9 77SAT7 z' /,of2 sateen•/ Roe //1406, 67 /' Fr Vci'cN (/O t. V: PL.�NNG ✓D oLusn C. 2us,- OFF Pot.Li... v 'teat( #/ ? ? -7.3 AT' A2 -24/, 42. c -- .. 3 -7z/ 542 ii / ,e 4 g 7 e Z , EEC S7 8 a 7 T07-4L // /S$, C32 /=T1 C. Pe4,,,. ,... (JAL, / 4o Gyln 3 i 1 ;1/ SAFe7v fits /ag . .�' r t r w`tv. •a- am r ,t .7.-±b.... j r f �• .J 15 f l n rF ; ti.a 419 - • *Y.. . . Pt twit. . -,„,:., , .,..:, ,,. a IllNike 53 .� JJz .,, ..... ^ c . • '•Zy�';1 ... . .' ,. ''" rT' : w • 1 •s•+�11j • 4 �'i • • •,•, \, / JCL S" Jr. -sr z •-r vji, 0‘ ; ''''' .. • . 911 -./ y us: . : 6a - .4, ; Y. �' f 17 * > 39 mrsiv • ' 7'; Sy d .. . rl 'Si �r� s�: iarlir -*4...., A‘21i -":., , - es=5: • : . . • - .... • . .4 . . ... .4,, 'at ' ,- 1 ' . e ...,',..4. . -, ,w -7. - ---- , ,i \-t,- . .6, .. .s.c.... :vi• ,J 4 ti 65 . i.�t' I lc \ ij 7• r `-•[ • 1 iiisl al •1•r f ` a • •'-' 1 i ifs.. x�`�' 1 t` ; .!x fir Ff • '. • .. ? 7, tic ` :1 :i� t •� ,r it,,„ ,t' :1 . A If.. 4 kt f , ..4.,..* . 34 ti �. _ _ .fir 2 ,,wP r �'. . . �T .� `� ,.f� . 71.7.5 \ • Aye 1 / .� ;/• r i tat rrppplir i' •, e,....1 r fi'„`U- '•.JJ t .N 'lt. •' ��4+444 0 '' 1 \4. 1/ 6 7 M• , Wo1..gheat 2:Tints of concentration and paThdischarpe C6MR A/0,4 L ! n ( ay �,f, Date -/7-6( County W.8L/O Stale C°`°• Checked Data Practice Cl K IA 44/ Estimating lima of concar*adon 1. Oat Rainfall distribution type • IT (I,IA,H.Ill) Drainage area A a I.9 O ac Runoff curve number CN • 50 ? (Worksheet 1) watushedstop. '°l� oa' too 7 3/ % Flow length is OO It 2. To using,[,Y,CN and figure 2-27 0. 3 2. Ara or using equation 2.6 1L` JJ loon ) _ glen CN 7 To . his 1140 Y0.6 1140( )04 Estimating peak discharge Storm N1 Storm N2 Storm 03 1. Frequangr yr 5 / O /O 0 2. Rainfall,P(24-hour) in 2.8 3. o 5,0 t Initial abstraction,la in /• 9 8 /, 98 1. 93 (Use CN with table 2-4) 4. Compute Ia/P ratios O .7o 1 O. C40 4 o 0. 314 5. Unl peak discharge q„ ofa/ac/In O, L')O O. 31 S !+, e 70 (Use Ta and Ia/P with exhibit 2.11) a Runoff,O In 0. 065 0, 094 0 .7o16 (Wm P and CN with figure 2.26 or table 2.2) 7. Peak discharge,qa 4% O. 071 0. In? i• O GB (Mere qN a qa AO) •U.I. Grnre•ot /eeeeee1 Office + 1900 • 111•t11/10117 2-91 • • Worksheet 2: Time of concentration and peak discharge Client /VOA / .,/ By . 'P Date 2" —la—or County 11/«A Slate Co`-° • Checked Date Practice ,R6A ' Z Estimating time of concentration 1. Data Rainfall distribution type = � (I,IA,11,III) Drainage area A = sr/8 ac Runoff curve number CN = 6 / S (Worksheet 1) Watershed slope (5-04-f••• 1 2-o) CICo x roe Y = 2. el % Flow length £ = 57 co ft 2. Tc using!,Y, CN and figure 2-27 = ,2,f a hrs or using equation 2.5 °6[1o0o ) _ 910.7 '■V/ CN JI ( )os( )07 To = _ = hrs 1140 Y0.5 1140( )0.5 Estimating peak discharge Storm#1 Storm#2 Storm#3 1. Frequency yr S / o r' 00 2. Rainfall, P(24-hour) in 2 . e 3,D .570 3. Initial abstraction,la in /,z 5 / . 2. S /. 2- 5 (Use CN with table 2-4) 4. Compute la P ratios o. 44& 0. 1117 n, 2so 5. Unit peak discharge q0 cis/ac/in 0. / 95 0, 245 0,246 (Use Tc and la/P with exhtbit 2-11) 6. Runoff,Q In 6- 3 /4 6. 3 Si /. 4o 5 (Use P and CN with figure 2-26 or table 2-2) 7. Peak discharge, q° cfs 3, 3 9 At, 5-6 2.2-. /7 (Where qa= qu AQ) *U.S. Cur.n.c.nt Printing Office 1990 241 eel/2011: 2-91 • Worksheet 2: Time of concentration and peak discharge Client //04 L.. if !. ( By G• P Date 2 —ZZ-cf/ County 14/tc-D p State Co CO. Checked Date Practice f1/ZGrt fry ie- C&cr. - Ci4.r•,0<d0 /.0 4A dA is.4 t V 4 Ti. A..o•••. . Estimating time of concentration ' 1. Data: Rainfall distribution type = (I,IA,11,on Drainage area A = /.242 ac Runoff curve number CN = G f 1- (Worksheet 1) Watershed slope ...(So/o — 41 3O) i 34onx/oO Y = 2. 35 % Flow length .Q = 3 400 ft I . O hrs 2. Tp using t,Y,CN and figure 2-27 = or using equation 2-5 goar1000 ) _ glo7 Illl`.` CN .!I ( Pal )a7 / So hrs c = = 1140 Y0-5 1140( )05 n Estimating peak discharge Storm 41 Storm 42 Storm N3 yr v ld /oo 1. Frequency 2 2. Rainfall,P(24-hour) In .8 3. 0 5O- I 3. Initial abstraction,la in 1, HS !, /1 S /• Hs (Use CN with table 2.4) 4. Compute la/P ratios I o, 398 0. 372 0.223 I clinic/Ind . 3oo 0. 370 5. Unit peak discharge q= clinic/In 0• 19y I (Use Tp and Is/P with exhibit 2-11) 6. Runoff,O in D, 4004 6. tai t 1, S94 (Use P and CN with figure 2-26 or table 2-2) 7. Peak discharge,gp cia /9,43 /8, no 73. 55 I (Where qp=qu AC)) e U.S. Guv..n..n. Irlallnt Oltl.. I Ulu • 311-414/10012 2-91 • Worksheet 2: Time of concentration and peak discharge Client IAL ri' I i By 6. P Date 2. —2.e..)— p ( 1,/County Yv CLQ State COO Checked Date Practice At CA a-? Estimating time of concentration . 1. Data -rte \ Rainfall distribution type = lc. (I,IA,II,III) \ . Drainage area A = 73/ S a0c � Runoff curve number CN = g 4 2. (Worksheet 1) NO Watershed slope (COI? - 4130, ; S"9aiciso Y = / 68 % \ Flow length i = 59on It N 2. Tc using.,Y, CN and figure 2-27 _ 2.80 hrs or using equation 2-5 1. °tl h 1000 ) _ 910.7 �\ Tc — 'v L CN J - ( )08( )°.7 _ hrs 1140 Y0.5 1140( )0.s ,,. \---: Estimating peak discharge Storm a1 Storm a2 Storm a3 1. Frequency yr J / o / o 0 2. Rainfall, P(24-hour) in 7 8 3,o h 3. Initial abstraction,le in ( /, 1/6- / //S / . //S (Use CN with table 2-4) 4. Compute l8/P ratios ft, 31 A 6, 212- 9) .7.23 5. Unit peak discharge q„ cls/ac/in Q , 19 6 r, 2.3 R n. 2.6 0 (Use Tc and la/P with exhibit 2-11) 6. Runoff,Q In D. too 4 a, 48/2 /. ,5-74 (Use P and CN with figure 2-26 or table 2-2) 7. Peak discharge,qo cis /S- / 7 2-6, s/ 9 S. 9t/ (Where qp=qu AQ) ''C.s. C...rrmont ?rrntunr Offl<a : 155u ' :41-454/2081Z 2-91 . r^ ,---, Worksheet 2: Time of concentration and peak discharge /'-, Client lY/rAi ' / ' /.. By G. /?- Date Z -2-00'— Zcu/ WetCounty We t D State Coto Checked Date Practice '4 lei( del ' Estimating time of concentration 1. Data: Rainfall distribution type = (I,IA,II,Ill) Drainage area A = /7, Of ac Runoff curve number \\ CN = /2 (Worksheet 1) Watershed slope ('f 9 AS—g-9.SBJ - 700 x /o o Y = 3_ SC % Flow length £ = 7 o0 h 2. Tc using B,y, CN and figure 2.27 = 0.3 6 hrs or using equation 2-5 €0 .tl[1000 ) _ 910.7 L CN J ( )os( )0.7 Tc = _ = hrs 1140 Y0.5 1140( )C5 Estimating peak discharge Storm #1 Storm#2 Storm k3 r 1. Frequency yr J / a / cc 2. Rainfall,P(24-hour) in 2 . 4; 3, 0 .7, o 3. Initial abstraction,la In /,241.• 1. Z 4-L I. 14-Z (Use CN with table 2-4) 4. Compute la/P ratios A. 4.4 16. 0,414 o, 2.4 8 5. Unit peak discharge q„ cfs/ac/in O, 560 O, 64.0 0, €6 O (Use Tp and la/P with exhibit 2-11) 6. Runoff,Q In 0_ 32e} 0. 39/2 1. fI ? (Use P and CN with figure 2.26 or table 2-2) n 7. Peak discharge, qp cfa I 3. O 6 xi-, 27 20A/A / I (Where qp=q.,,AO) ea o O.S. cnverunsnt Ynntln Office : 1990 . ]cLcsl/1411: 2-91 Wraheef 2:Time of concentration and p^ discharge l • ✓ By �'� . p Data 62-20-a../ Client Ahr,4 County Wet-o Mute ac"—,) . Checked Date Packs APIA 41.5 - Estimating lime of coneentradon 1. Dale Rairdall distribution type a // p.IA,fi,ill) Drainage area A a /a.? ac Runoff curve number CN a 6...? d (Worksheet 1) Watershed elope (+960 — 1-720) _/000 y /oar 40 % Flow length 1- /000 f 2. Ts using/,Y.CN and Apure 2-27 , o.19- hrs or using equation 2-6 1o8L1000 ) _ 91a7 T L CN JJ ( Pa( 10.7 hrs 1140 Y0.6 1140( )oar Es lmadng peak discharge Storm 01 Storm 02 Storm 113 1. Frequency yr ,� /Frequency On 2. Rainfall.P(24-hour) in 1 . 9) 3,0 5,0 3. Initial abstraction I- in A,l ) I ii 7- I ) / J.0 (Use CN with table2.4) 4. Compute la/P ratios 0, 432S 0,4637 en.242.21 6. Unit peak discharge q„ efs/ac/In 0, c 2.f," O, 5-70 0,76 S (Use Ta and Ia/P with exhibit 2-11) t Runoff.O In o, 3374, 0,4- rta /. 4t;/ . (Use P and CN with figure 2-26 or table 2-2) 7. Peek discharge,q, cfs n, Q I 6 , 5A- / 2, /,g (Where q,-q„Ad) *u.s. c..•r....r ►rr.us Ollie. , lino • 141-114/10111 2-91 WorkM 1: Runoff curve number(CPO ^ Client �� ) r / ey 6, P Date 2 -/9- o/ County W! ( n Stets ("°u o, Checked o.4 Practice '4R-CA k/ al Area Soil name Cover description Product and of hydrologic (cover ype,treatment,and hydrologic condition) (acres hydrologic x area group (table 2-3) or%) . (table 2-1) 82 " tr CIk,rL _ 13 ? urn' A.Covot /n� �] /ff¢DALt�ND '1- 2 6- Y/ 302, es (3 2- '' &'' g0 A.01- <2hoat. 5;36ryfc. 1/tigsse gS 0 , 40 54 , /c r Totals` C, 7/ 337, o3 Use CN 5o L CN(weighted) ` ` 2-90 Won. .se 11: Runoff curve number(CN) Client Li It L ! ( 1 Sy (C. N , Date Z O/ County Wze Stets Coto, Checked Date Practice f(,ACA dZ CN Area Soil name Cover description Product and hydrologic (cover type.Vestment and sit group (Wile condition) (acres CN x area (Wale 2.3) or%) (table 2-1) 6S C. /Joufe _ rite D- C.. . 8w.' rw t 400 t4um lrla 9e U,(3 //..2-460LOALzlia ti*IA Rif 4J grit, gt ,,H ' oar,,. £h4ce Ss./8 —( 0. i7 V.gf() Wi�er -�'�ceY Eck n / S` 42-/ ,� iota( ok0f- Cetivdc. 6St �S I /0 .51N x" 35- - %3SG� 6'7A e o, g//- 73^ 40 Totals= SS le 3 39Z,t a/ UesCNa S CN(weighted) a 2-90 Worksheet 1: Runoff curve number(CN) Client N ilA l— / if By C. IP, Date Z — /7— Of County 1/OE LC) State C0 L c Checked Date Practice 4 k zot *3 Soil name CN Area and Cover description Product hydrologic (cover type,treatment,and of group hydrologic condition) (acres CN x area (table 2-1) (table 2-3) or%) 6S ^ c „ Hooie--gin - 444.4.tit td 01 g3 ¢ 4j>`co `/ 8 O. 5/ Soo Q2 " 6 '. (A-Au1 Z-4 It) - Rif (5ug . n �y 4 / /25 ? 6L5 = 31 ""E EKA(i T A✓4 7,1 fan- ZA.•JUicRApe S "c.• G_/-? G76o,ti„d. 6" 75° 1052 7o `o? s r1 ., /Z0421 - SLs.aur//oaic ( 'r-" / too. 3S • /./14- ?(to R l Auo (9 . 1 ° 3� L Totals= 23/ S / $+B 8 CN(weighted) = = Use CN = 6 4' 2-90 Worksheet 1: Runoff curve number(CN) Client f ✓CAL . O ' () ( By C . P Date 2 • 11-13, County o State ' LO , Checked Date Practice .4,« CN Area Soil name Cover description Product and hydrologic (cover type,treatment,and of group hydrologic condition) (acres CN x area (table 2-3) or%) (table 2-1) 34- Br, I / uuR _ WAAAse - Jn-. to Pm Voo� ¢ ¢oat4-oo - /S00)- /4? S6o o . /3 /Z 6 t re „ O,ttvc, F- 0 A 4ta . N. no c 0. ?2 27 3 3g- rg ' /1A-r cl t'At_ C,,z/i (roc — 12,Edrk < 6 ‘_ /, 0120 Totals= / 70c; / 0 52 S= CN(weighted) = = Use CN = 6/ 2.90 • Worksheet 1: Runoff curve number(CN) r Ctiant L C-)I_n.1 By chi , P, Date 2 -/l-6f County vYi[n State er Lo. Checked Date Practice re A CN Area Soil name Cover description Product and hydrologic (cover type,treatment and of group hydrologic condition) (acres CN x area (table 2.3) or 46) (table 2-1) S2 "8" Hourc - R,t4G — &,w `f 8 O, l3 /Z (, /14B_ Aug 131- 8" 2-R ff(a - /U/a—e,F/+, Vac-- S`F 5 /. 77 7 .6 S 2t "8w 20ADi Q.kvel J6o . ?5' `/kascu gS o , 1-o 344 Totals= 2. 3 0 /4 3 CN(weighted) = = Use CN = 2 3 2-90 L- > � - ( o • ¶ 41 • 2 G el -1:\*..b'? ...__-.. -16-1- N./ r t -I 4960 ri IZ - L 1.j_S• i. 11 s " vi �i•i��ti } te �! M- r r :Ito r ,....r., i., .. -- 6 --' i ,. O 007S U. 1. • Alo ' �, c 1 i oho �r oso o Y In ti, '+ 1 is _ s, 4 8s Jl .. ' lill�h„t !- arm E `il �_ v co V W ' i \ \ a ' 11o� Luna QV — \ �F iii y� � .� . - d►ti/ QZ�n • rP n kb el el 01 1I �\ n 1 III 6 ��t4.6y o QM I�� It N I C \ ' •. , 11 II c II v W �� 1 . I ' ).":1,4-.--74 • ^ k- --' .11rc .,,94. ,i_1:). Till FY. J r:. O In 1 't. .: __ _ _= c IC I) \ \ y II N 9 I k II. 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Suns 1990) r-, Figure 2-1 —Approximate geographic boundaries for SCS rainfall dNtrlbutlt...., Ar . •• ,411.119110, ist i_at\ ♦��,` \ ,\ t �`� Rainfall DIgrIWNon • 'kitS', Type liallik alb fr 4••• T IA �'0. \• Typo IN ♦ CD O Ss v d • • 2-15 Figure 2-26—SoWean for min equation e- N MENU■■\'■I■ '■MEOMMMOMMMOMIM■MM■MMM■■MM■M IIA■■EU■■\'■■■M■■■M■■■I■■SM■■■■■■■■■■■■■■■ ■\M■■\'■M■A■■\\MMLIMM '■I■►'M■■■■■■MM■■■■■■ ■■\IMMOMM■\■■\U■■►'■■■►\■■■\■■■■■■■■■■■■■■ ■■LIMM ■■LIMMV■■■► MMIIMM■\■■■■■■■■■■■■■■ r. ■► ■■►UMMMMM\M■■►\■■OIMMW■■■►\■■■■■■■■■■■■■ ■■►\■■\■■■NIMMWOMM\■■\■■■►'■M\■M■■■I■■■I■■ I■MA■■\'IM\\■■O■■\\IM► MMSIM■1\■■■MM■■■I■I■ IMEMEM► ■■LIMMM■■\'O■■\■■\`■■■IMMOMM■■■■■■ MIL‘MONIMMOSIMUMSIMMOMMLUMMAMMLIMMEMEMEMMOM o ■■\MNIIM►1■■\'■■ IMMA■■\'■■\UMMIM■■■■■■■■■ \IM\\I\\■MAI■►'M■\I■wmamIM►'■ ' VIII■■I■ ■\■■►\■\\■S\■MA■■►'■■►'I■\\■ff■\■■■■VIII ■■\I■\I■\\■M \'\■M\■■MIIMOM■ ■IN ■►'IM■■■■I■■ O■M►`■■►■■\M■►\M\I■S\■M\■■' AMM,\■■M■■I■■ 0 ■O■■\M■\'M■\MEWOOM■■\\■\\ U■\I■\7■■■■■■■ ■■O■■\N■■O■I\'■■\`■■\'M■\'■ ' '■■►'M■AM■■M■■■ OMMOMMOMMOMMOMMOMMOM■OM■O■■O■■► MM► MMOM■A1 M\■\II1 MM.\■■MM■■ ■■O■M► MMOMMA■■AMEM W■\'MM►'■MIMMEM■M■■ m OMMOMMOM■O■MAMMA■• WIWOM►'■M\M\'■MMM■■M■ ■OM■OM■► MMOMMA■•\6 ►MMOMMII■\'■M.MMOMM■■■ ■■O■MO■■O■MAIMA ►OMOMMUMUMII►'■\'■I■■■ ■■■O■IOM■O■■4 AINW■■AILIMOM\'■MMI,\■■■■ ■■■■O■■O■MA■M\ ■\O■O■MMINVOMMAM IIIMI■■■ r, ■■■■MO■■OMM►' \\■\■MAI\M■►'■\'■\US\MUMM■ ■■■M■■O■■O■ , \■\\■O■M\■\'■DAIMMM1 MMOO■■■ S ■■■■■M■O■■ \■\IMEMM '■\ MOMW■\f\\M\'■■■ u ■■MM■I■■O MAIMAMWOM EWOOM■►\■► MMIA■\■■ 2 ■▪■■■■■■■ - '■■OM■AM\\■O■M\■►'■\'■►7\'M►1■,\N■■ ■■ ' '■■►'■M\■\\I►'■\MM\■A■MIOMM\MII■ ■■ % N■■O■M\■\\■A■►■►\\VIII I►1M\M■ ■■ 1% I■■O■M\■►IMA■O■\'■\'■\'■►'\I1U1■ ce ■■ ■ NIMMO■M\■\'■M\■A■OMOMMKOA 1R1■ a ■■ ■■ 0 I■MO■S\■\'■I►\M\■\M\\■►'\'M\■ ■■ ■■■ '■■O■\\IO■\ MILIEM► ILOMAI ■■ ■■■■ '■■A■MAMONW■\■\'■►'RI1\11 A ■■ ■■■I■ ■OMMOM\IIA■►'■►'I►'\\A\'\\91 ■■ ■■■■■■■■■OMMAMMIMA■AM.'III ►'\SMAII v ■■ ■■■■■■■■■■OMMAI►\\\MN\\\`M\1MA ■■ c .- ■MM■■■■M■■■OMMOMWORA NEVAWltt '11 mu E2 ■■■■■■■■■■IIO■MA■►M►ICUOM fl%' ■■ i 2vi ■■■MM■■■■■I■MO■MA■►■►M\'M.'\'\'\'Nil ■■ N ■M■■■■M■M■M■■■O■MA■\'M►'■A\M\MAII ■■ 49 ■■■M■■M■■■■M■■■O■MAIO■OM\\'f►'\'l1' ■■ zoo ■■■■■■III■■ ■■■■■ O■MA■Ommom ,�11 ■■ _f• 'o' ■■■I■■■■■■■■■■■■■O■M\■AM\►'%'6'11.1' • mil 02 ■■ o ■MMEMEMEMMEMEMMEMEMMONWISAVIIMMA N M■ S ■■■■I■■■■■■■■■I■■■I■NIMAI M►'►MN MU 02 ■■■■MM■■■■■■■I■■■■■■■OI IEWili►1 M■ ■■■■■M■■MI■M■■■■■■MMMIO■\\\'\'\',\ M■ ■■■■■■■■■■M■■■■■■■■MI■■OOLVMA MI ■■■■■■■■■■■■■■■■■■■■■■■■O■\\\1' ■■ ■■■■M■■■MM■■■■I■■■MI■■M■■O■\'\'►\ ■■ ■■■■■M■■■■■■M■■■■■■■■■■■■■►■►" ■■ ■■■■■■■■M■■■■■■■■■■■■I■■■■■OM` ■■■■■■■■■■■MM■■M■M■M■■■■■■■M■■M■■M■■■■O6 ■■■■■■■■■■■■■M■■■■■■■■■M■■■■■■I■■M■MM■■O G 0 p• 10 N • W N , 0 saioul (O)IWuru Ioerp n 2-40 e , Figure 2-27.—lime of concentration(Ts)nomograph --... .I .r s sa■c- o :.■.,...,..■1 i i in t _ C 6. I�:: - • :: :: - a i a i... i f ••u• ; W W ■■: \1■■:1■\!■■.! N V 1111111111 .I 711110!t1111a110`IIi91I0!1IIIII@1111111■III■■III/IIIII■IIIIIIIIIIIIIIIIIIITr 1111111111 411:11111:1:f::d-7C':isiralma :i::1--1--t--;::C::C:JC:7C:2C:I__f_•1•-1--1:- 11111111111 `11i!Illlillllli!Illi!Ililllil111111111111111111111 111111111111 F 11111111111111 11:11:! 11i!Iliii!Illi!Ilill_I%!111111111111111111111111111111 - ■ ea - -.7. - . :■i1■' ' . U.■! :.\■■:�: ■., •: :e:: i : m: : I"an0:4..1iiu au. 1 II!1111I:IIII669II11 YIIYi�1I1m:t11Ii► I111111i1ileil11110!1II10:I110!11mii!tIIt111I1 IIii!I11115IIIIIiIII :11111:1111IIIIIII:VIIIIIIIIIIi!1iN11II:I1111:U11!Ili!IlillIIII11 !IIIIi!111111IIIIIi11111MIIIIlIIIIiIIIlIli1111111111111:I1i11111i!Illli!Illi!10:111PI 11 8 II:IIIII:Illliillllli!11Ni!Illligllllillllli!1111111111111:11i!Illii!Illli!Illi!11:l1i►bil - ■ :t:a::t::t: -:JC: :,&,---- .: .: .: "I .IZ ■ }Q� ' is F IIIIII/IIIIIIII111IIIIt111IY:11111:11111:t1111►\1111ip .`41 �\i1 1.�IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII '11111!11111:IIIWI .1 I!Iaui. •II:11111IliiiI111111 it 1111111111111111111111111111 r; 'lll�y'911 �IIIAi11111.`I1111:11111!11111:111111111111111 111111111111111111111111111111 1ra1►11►11111:!Illli!Illlilllll:11111►1111111111111 3 . :U■■. ii -: 1IIIIIIIIIII■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII:1111 aIIII:IluII:t1111i..III IIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11:11l11:11111.11111:11111►111 1111111111111111111111111111111111 11111111111111111111111111111:11111I!I'I16 IIII2I'1119 8 111111111111111111111111111111IIM I III I IIIII IIIII IIIII I■III I■III li!11M lllil1111O1111 2-41 Table 2-I.—Hydrologic soil groups lot U.S.sob(fib) f^� nuYMI OCONALUMI(I OLD CANA 00ANL*1I IS MMWN OCONEE OL011111106 OKOUON DS/DIM • N0.(♦ 000N/0 OLDHAM OD WHIN • NOO11A7ALI MULTI/Am OCO/1A OLDS - OPIKIKAC NET nuMA OCOUEOC OOl1M "MHOS OCOU(OC. ID 00010 OSCURA MMIMMMM NOM•MALT III 00►10. STMT 016000 MUNICH °CRAIG MPI(ISIOMAI 0OUAGA OSH* MOM 0011111 MMIII, 00A MIT 001/ /0 ORACLE O/HONE I MISTON 00(11 OL(OW MUPAOI M(■ OOAID Ol1U /0 SUMMIT OKM/OM OtIS ORAN OSITO MMAI? 01111071 OLP MOMS OSIA MUSS OKUMOII. //ONE OLGA O/MURO nu0All ODES/A OLI Of0 MITITOLI ODIN OLIAM ORCAP NUTLET ODOR CLICAL MCA/ 01011 MINAS 000 OLIN ORCHARD 010110$1 nutmeat* ORCKY nurALM oU ORO DS11AM /0 MTOSI 0111 OLIYENHAIN 0/11011 . 01//1 OL1 OLITIOn 01011*MCI OtT NIA Ol J(TO CPU 04.111 OM AM* 11111001 OLL OK*MMA OM1C1(1 /0 0111110 0 06111.1 IO OLNIII MIILIA (MIEN NT/SALON OGILVIE ID 01001 MILLS OTERO 1111104460 OGLAI.A OLNIIID /0 GAMMA OTHELLO IS 0.1101111 oat o O•MIILL MAASS♦ ✓ 000000 OTIITILLI O MNI OGRAI 0011000 0 OAK GLEN OHOCO 0111111 011070 07000 . OAK $*OWE CHAIM 0100011111 001010 GHIA OKIO ID O M OOR° 0HDM 0107 01160 ORINOCO M10EN 01DIN MK 0010 /D • *JAVA ONION OTT /'•. OAIHILI MI TA OAKHURST OJITO OLIIIEt /0 00 01111111* OLTIC 0112.5•. MILES *ILA 0 OSILIMIIO OMADI MILAN 0711" OAAVILLC DRAW DMA( ORLANDO OUACHITA OUT CMG' 0811( 011.00 OAMAMOKA 0111 OMNA OULA OASIS /0 0010 0111/111 OUOICO DAT1N10/ ID OM1 D0R*T OM00 0011(*UM OUTLAY 0.11111 OM "IMO 0 M*M • TIDAL OPULGA ORO GUANO. OUTLET 01011100 OKI(LANTA. 1100010 ONA /0 010611111 OUTLOOK 0000 O11AM1A 000110(0 OUTLOOK. MIN OMAOUI 1101E MISPO 0A01A0A DlAN MOA/I *MASON MIRAT 011.11 O1/111 OYt0G*A0O MSCUOITT ID ORD OW*1* OAR MUM" 010. $1WT WITCO OM. OCALA IS °NEIL M. AMMO OMONTI 000111 0110 . OCOMA OMIT* OMVIILT 01111* OCCOW 11 0 *ono Will 0 SA MOIST 011170 oWlGO OIp1O CASINO MM. CPE(I OCEAN. OCHETIOIN OL* IS OCHLOCION// OL*A 0111(00• 0111"$ CIMI OCHM OIAC MISS 00711 011112• OCHMO CLINCH& COOPER IS MAMA PMT■ • OC1l GLANS. CORALS - /0 OCILLA 00►111 *MIME OCALAT CLAIMS OPAL 001000 OCOtt /0 MAUI OPEL1K* OSAGE OKCMEL NOVAS* IVO HYDROLOGIC SOIL MOWS SUCH AS III VAR DRAINED MOM*11110 SITUATION. MM1D1(OS SHOWN. /.1.. •E000C1 NM SOICIMIC SOIL Stills PHASE FOUND IN SOIL ■A► LEGEND. re--, 248 Table 2.1.--Hydrologic soil groups tor U.S.sods(continued) VANIPPI VIDE VILLA. 00.1.10 /0 • VESDIL VILOT NALFORD 10 VIM{ VEROICO IONAL VANGUAIO VOA VAMNITIM VERDUN VI /0 WALKNOILS VAINI /0 VINCENT VANNOV VentAS VINCON R{USRA VALI VANOCKIN VIIGENNES VACA 'CRICK VINSYAND VACOI• VANS' IERITN VINSO NACOUST• /0 /0 VINIM{ V•LLI@GTON VINICI V•DDOUPS ILL ID • /0 V IMJE VAOEMA NONPL000ED VAMUVPIN VIPNILLION VINLAND VADINILL VANIA NOV VESNISA VAOUCIO V INSON VASCO VIMT VIII. Wit V•LLUSKI VINIAS VADINO0TM VASILUM. CLAY LOAN VENNI• VINCON WLONG SWSTAATUM VENMON VIOLA . VINNONIA VIPONT VERO /0 •INNIDN WAGONTISE WALSM IARINA VETO. VI ID •AGRAN VIRSM III YIN• VINCON VINGIL VANATOV• VIAGIM ILA' VIRGIN VALUN VASA VES 11NKOLA VAMIAV• VISMTI VIRTUE WAMIRULI VANLUCI SAMOA. ORAINID NANOO NINOY{R• VIUDA VAMPIIOM /C VIUM NAMIRDAM • (IVES IAWPOO SAl1NE- VITA VIVI VANIISUP VAUCLUSE • VIXEN V•NTON •AURNAN VIICAINO VAUSINSVILLI VETO N•11HA NAND• /.......' VAT VIA •IAN VLEC■ VA VEAL V VLV VAIALUA WANILLA VIA!CM 1100 VOLTS MANN IEATCM• SIMI VIIOSAS IOC* NAIMUNA WANN•COII VISOAG . WANOG• VICES VOIGNT WAIK•N1 •AHOY le VICONT WICK VOL•000A VIIOUN VICKERY VOL ASM V•IKOMO VANSIP. DIAINED VIE! WICKING VOll01G YAILUKU •EGA WICKING. DRY •MCC SISAL. OEDSOCK VILA ALT• VICRSSUNS VOLINIE VAIN!! SU5I1/NOM VEGA OAJA VICKION VOLINIA VAINOLA • 01D10CR VIROC. VICIINI VOINN., WIPANII SU{STSAI UN VEROL• COOL VICIDI VOIMIT VEL•SCO VICTORIA V1MPSN11 WAITS VICE VOLTA WAKE •AEI •ICIORT VOLTAIC N•PIMITI• VILO NANO NG VIL2W VIDA IK • •APPIMGEN VIDAURI VAKIPISM WAPPO VEDA IIDRINC SUSIISAT UV 11111• ILLA •IIJ• VDLMSIA •AAOND• IEMADITO VIENNA VONA i- vACDMDA. TILL NAPIUS •IEYUI S SU{SI•A Suds AGAR VONASON VAKOLLA NAROIIORO VIGIA VOONHICS WANDILL VIGNOLD VOR! WALCOTT VINCA• VIGO VISION{ ILLIG VANOINOT VINICI VIGUS VO11 VALOCCK VIKING VALOIN WARE VINENIS Ill VULCAN •AL00 NARIAGLE V ILAS // VENOM VILLA NAAS VALOPONT VAIN INNINGS • VENUS VILLA GLOVE ICA WALDRON VARY SPRINGS. IILLIGRIEN DRAINED. CLAY SILLS SUSS11AT UP 110 NTOSOLOG C SOIL GROUPS SUCH AS O/C MOICAtE TM! DRAINIC UNORAINID SITUATION. MOOT/ISIS SHOWN. 1.G.. OIONOCA SUOSIRAIUII. NEPe ID • SPEC'/ C SOIL SCR1C{ PN•S1 POUND IN SOIL PAP LEGION). 240 Table 2-2.—Runoff depth for selected Ms and rainfall amounts' Runoff (O) for curve number of- /'• Rainfall 40 45 50 55 60 65 70 75 80 85 90 95 Inches 1.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.08 0.17 0.32 0 56 1.2 .00 .00 .00 .00 .00 .00 .03 .07 .15 .27 .46 74 1.4 .00 .00 .00 .00 .00 .02 .06 .13 .24 .39 .81 92 1.8 .00 .00 .00 .00 .01 .05 .11 .20 .34 .52 .78 1 11 1.8 .00 .00 .00 .00 .03 .09 .17 .29 .44 .65 .93 1 29 2.0 .00 .00 .00 .02 .08 .14 .24 .38 .58 .80 1.09 1 48 2.5 .00 .00 .02 .08 .17 .30 .48 .85 .89 1.18 1.53 1 96 3.0 .00 .02 .09 .19 .33 .51 .71 .96 1.25 1.59 1.98 2 45 3.5 .02 .08 .20 .35 .53 .75 1.01 ' 1.30 1.84 2.02 2.45 2 94 4.0 .06 .18 .33 .53 .78 1.03 1.33 (.b"1.67 2.04 2.46 2.92 3 43 4.5 .14 .30 .50 .74 1.02 1.33 1.87 2.05 2.48 2.91 3.40 3 92 5.0 .24 .44 .69 .98 1.30 1.65 2.04 2.45 2.89 3.37 3.88 4 42 8.0 .50 .80 1.14 1.52 1.92 2.35 2.81 3.28 3.78 4.30 4.85 5 41 7.0 .84 1.24 1.68 2.12 2.80 3.10 3.82 4.15 4.89 5.25 5.82 6 41 8.0 1.25 1.74 2.25 2.78 3.33 3.89 4.48 5.04 5.63 6.21 6.81 7 40 9.0 1.71 2.29 2.88 3.49 4.10 4.72 5.33 5.95 8.57 7.18 7.79 8 40 10.0 2.23 2.89 3.58 4.23 4.90 5.68 8.22 8.88 7.52 8.18 8.78 9 40 11.0 2.78 3.52 4.28 5.00 5.72 8.43 7.13 7.81 8.48 9.13 9.77 10 39 12.0 3.38 4.19 5.00 5.79 8.58 7.32 8.05 8.78 9.45 10.11 10.78 11 39 13.0 4.00 4.89 5.78 8.61 7.42 8.21 8.98 9.71 10.42 11.10 11.78 12 39 14.0 4.85 5.62 8.55 7.44 8.30 9.12 9.91 10.87 11.39 12.08 12.75 13 39 15.0 5.33 8.38 7.35 8.29 9.19 10.04 10.85 11.63 12.37 13.07 13.74 14 39 r Interpolate the values shown to obtain runoff depths for CN's or rainfall amounts not shown. • 244 r Table 24a.—Runoff curve numbers for cultivated agricultural lander Curve numbers for Cover description hydrologic soil group— Hydrologic Cover type Treatment* condition* A B C D Fallow Bare soli — 77 86 91 94 Crop residue cover(CR) Poor 76 85 90 93 Good 74 83 88 90 Row crops Straight row Poor 72 81 88 91 Good 67 78 85 89 Straight row + CR Poor 71 ' 80 87 90 Good 84 75 82 85 Contoured (C) Poor 70 79 84 88 Good 85 75 82 88 Contoured + CR Poor 69 78 83 87 Good 84 74 81 85 Contoured & terraced (CM) Poor 68 74 80 82 Good 62 71 78 81 Contoured 8 terraced + CR Poor 65 73 79 81 Good 61 70 77 80 Small grain Straight row Poor 65 76 84 88 Good 63 75 83 87 Straight row + CR Poor 64 75 83 - 88 Good 60 72 80 84 Contoured Poor 83 74 82 85 Good 81 73 81 84 .'"` Contoured + CR Poor 62 73 81 84 Good 80 72 80 83 Contoured 8 terraced Poor 81 72 79 82 Good 59 70 78 81 Contoured 8 terraced + CR Poor 80 71 78 81 Good 58 69 77 80 Close-seeded Straight row Poor 88 77 85 89 or broadcast Good 58 72 81 85 legumes or Contoured Poor 84 75 83 85 rotation Good 55 69 78 83 meadow Contoured 8 terraced Poor 83 73 80 83 Good 51 87 78 80 'Average runoff condition. *Crop residue cover(CR)apples only If residue is on at least 5% of the surface throughout the year. 'Hydrologic condition is band on combination of factors that af- fect beltratlon and runoff, Including(a)density and canopy of vegetative areas,(b)amount of year-round cover,(c)amount of grass or close-seeded legumes in rotations,(d)percent of residue cover on the land surface(good i 20%),and(e)degree of surface roughness. . Poor Factors Impair Infiltration and tend to Increase nnnoff. Good:Factors encourage average and better than average in- filtration and tend b decrease runoff. 2-85 Table 23b.—Runoff curve numbers for other agricultural lender Curve numbers for Cover description hydrologic soil group— Hydrologic Cover type condition A B C 0 Pasture, grassland, or range—continuous Poor 88 79 88 89 forage for grazing' Fair 49 69 79 84 Good 39 81 74 80 Meadow—continuous grass, protected from grazing and generally mowed for hay. — 30 58 71 . 78 Brush—brush-weed-grass mixture with brush Poor 48 87 77 83 the major element? Fair 35 58 70 77 Good 304 48 65 73 Woods-grass combination (orchard Poor 57 73 82 86 or tree farm).' Fair 43 85 76 82 Good 32 58 72 79 Woods' Poor 45 88 77 83 Fair 38 60 73 79 Good 304 55 70 77 • Farmsteads—buildings, lanes, driveways, and surrounding lots. — 59 74 82 88 r Average runoff condition. %--, ,'Poor <50%ground cover or heavily grazed with no mulch. Fat 50%to 75%ground cover and not heavily grazed. Good: >75%ground cover and lightly or only occasionally grazed. 'Poor <50%ground cover. Fat 60 to 75%ground cover. Good: >75%ground cover. 'Actual curve number is less than 30; use CN . 30 for runoff computations. 'CN's shown were computed for areas with 50%woods and 50% grass(pasture)cover.Other combinations of conditions may be computed from the CN's for woods and pasture. 'Poor. Forest,litter, small trees, and brush have been destroyed by heavy grazing or regular burning. Fair Woods are grazed but not burned,and some forest litter covers the soil. Good:Woods are protected from grazing, and litter and brush adequately Cover the soil. • 2-88 n • Table 2-3d.—Runoff curve numbers foe urban react Curve numbers for r Cover description hydrologic soli group— Average percent Cover type and hydrologic condition Impervious area' A B C O Fully developed urban areas frgetatbn estebNahed) Open space(lawns, parks, golf courses, cemeteries, etc.)': Poor condition (grass cover < 60%) 88 79 88 89 Fair condition (grass cover 50% to 76%) 49 89 79 84 Good condition (grass cover > 75%) 39 81 74 80 Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of- way) 98 98 98 98 Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) 98 98 98 98 Paved; open ditches (including right-of-way) 83 89 92 93 . Gravel (Including right-of-way) 78 85 89 91 Dirt(Including right-of-way) 72 82 87 89 Western desert urban areas: Natural desert landscaping (pervious areas only)' 83 77 85 88 Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 2-Inch sand or gravel mulch and basin bord- ers) 98 98 98 98 Urban districts: Commercial and business 85 89 92 94 95 Industrial 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or leas (town houses) 65 77 85 90 92 1/4 acre 38 81 75 83 87 1/3 acre 30 57 72 81 88 1/2 acre 25 54 70 80 85 1 acre 20 51 88 79 84 2 acres 12 48 85 77 82 Developing tit ban areas Newly graded areas(pervious areas only,no vegetations 77 88 91 94 Idle lands (CN's are determined using cover types similar to those in table 2.2a). 'Average runoff condition. 'The ge percent impervious area shown was used to de- velop Ins composite CN's. Other assumptions we as blows:im- pervious areas are directly connected to the drainage system. Impervious areas have a CN of ea.and pervious areas are sons- . Mired equivalent to open space In good hydrobpb condition. 'CN's shown are equivalent to those of pasture. Coapaelt•CN's may be computed for other combinations of open space cover rit 'Composite CN's for natural dean landscaping should be com- puted based on the impervious area(CN . DS)and the pervious area CN. The perilous area CN's are assumed equivalent to desert shrub in poor hydrologic condition. 'Composite CN's to use for the design of temporary measures during grading and construction should be computed using the degree of development(Impervious area percentage)and the CN's for the newly graded perilous areas. r t 2.88 • • .--• • et il2LIERni ON iI lf6ot9iREEENN 'OANNO 0000000000000000000000000coo B u2 I m �p I OOf � � 4"-. .M P*: 11 N . el . n! 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Report Date: 03/01/2002 12:44PM WELD COUNTY TREASURER Page: 1 STATEMENT OF TAXES DUE SCHEDULE NO: R0540201 r ASSESSED TO: NEAL DENNIS W 4770 BASELINE RD#200 BOULDER, CO 80303 LEGAL DESCRIPTION: PT SW4 29-4-68 LOT B REC EXEMPT RE-2835 (1.17R) PARCEL: 106129000052 SITUS ADD: TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE 2001 TAX 601.64 0.00 0.00 0.00 601.64 TOTAL TAXES 601.64 GRAND TOTAL DUE GOOD THROUGH 03/01/2002 601.64 ORIGINAL TAX BILLING FOR 2001 TAX DISTRICT 2385- Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 20.559 138.99 AGRICULTURAL L 23,280 6,760 SCHOOL DIST R2J 49.168 332.37 NCW WATER 1.000 6.76 TOTAL 23,280 6,760 LTW WATER 0.000 0.00 BERTHOUD FIRE 15.024 101.56 WELD LIBRARY 3.249 21.96 89.000 601.64 -TAXES FOR 2001 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 i 4 /'t j¢ CC ? C C C - I I C r .� C- - ( L C Z._ * co .*iz: 0 \ \ 2 \ 2 \ i ° x % ° § / = ® m . « $ k � \ 0 O \ / / t ° k 2 \ ) , _ ® \ § / CI Em \ \ rcs a \ } o a em ■ / / S f » q - U } . ( / o } \ p-t- 0cu § j ) ‘,..2 C F - s § j - . / \ \ / \ \ $ / _ ` \ en '5C. § • — C+. = & / \ � } ' § \ 5 7 j \ \ k f Apr 11 02 05: 59p TODILHODGES DESIGN LLC 156188059 p. 1 DEED OF CONSERVATION EASEMENT Any time the Property itself, or any interest in it, is transferred by Grantor to any third party, Grantor shall pay a transfer fee of$100 to Grantee and notify Grantee pursuant to the requirements of Section 10 of this Deed. THIS DEED OF CONSERVATION EASEMENT ("Deed") is granted on this 28th day of Decembet2001, by Dennis W. Neal, whose address is 12373 Niwot Road, Longmont, CO 80504 ("Grantor"), to COLORADO OPEN LANDS, a Colorado non-profit corporation ("Grantee"), whose address is Suite 320, 274 Union Boulevard, Lakewood, CO 80228. RECITALS: A. Description of Property. Grantor is the owner of the fee simple interest in the subject Property legally described in Exhibit A attached hereto and made a part of this Deed, which consists of approximately 100 acres of land, together with existing improvements (as further described in Section 4(A)), water and mineral rights appurtenant to the Property, located in Weld County, State of Colorado (the "Property"). B. Qualified Conservation Organization. Grantee is a "qualified conservation organization," as defined in §170(h) of the Internal Revenue Code and a charitable organization as required under §§38-30.5-104 (2), Colorado Revised Statutes (C.R.S.). C. Conservation Values. The Property possesses open space, scenic, and wildlife habitat values. The Property is bordered by Weld County Road 3 to the west and offers excellent views of the Front Range of the Rocky Mountains. The Property slopes to the southeast and consists mostly of agricultural lands and associated open space. The Property also contains several ponds with riparian communities that serve wildlife and add to its scenic quality. The conservation values set forth in this paragraph may hereinafter be collectively referred to as the"Conservation Values." These Conservation Values are important to protect for the following reasons. Preservation of this Property is pursuant to a clearly delineated policy in the Town of Berthoud Land Use Plan, Best Environmental Practices section, approved by the Town of Berthoud Board of Trustees January 19, 2001. The Land Use Plan also identifies the location of the Property as a Cropland Support Area, which supports conservation measures in an area experiencing growth. The Town of Berthoud's 1996 launch of its agricultural preservation program with an Open Space Vision Statement underscores the importance to the community of preserving farmland and open space. Preservation of the Property also provides significant public benefit via the scenic qualities and visual access due to its highly visible location along Weld County Road 3, visual relief from future urban development, and an important and valuable viewshed of the Front Range of the Rocky Mountains. qq r Final Neal CE Page 1 Printed 1227 01 Apr 11 OZ 05: 59p TODD HODGES DESIGN LLC 15616286059 p. 2 These Conservation Values are of great importance to Grantor, the people of Weld County, Colorado, and the people of the State of Colorado. D. State Policy concerning Conservation Easements. C.R.S. §§33-1-101, et seq., provides in relevant part that"it is the declared policy of the State of Colorado that the wildlife and their environment are to be protected, preserved, enhanced, and managed for the use, benefit, and enjoyment of the people of this state and its visitors." Additionally, C.R.S. §§35-1-101, et seg., provides in relevant part that "it is the declared policy of the State of Colorado to conserve, protect, and encourage the development and improvement of agricultural land for the production of feed and other agricultural products." C.R.S. §§38-30.5-101, et seq., provides for the establishment of conservation easements to maintain land "in a natural, scenic, or open condition, or for wildlife habitat, or for agricultural ... or other use or condition consistent with the protection of open land having wholesome environmental quality or life-sustaining ecological diversity." E. Documentation of Present Conditions. The Conservation Values and the characteristics, current use, and status of improvements on and development of the Property of the date of this Deed are further documented in a "Documentation of Present Conditions," which report is acknowledged as accurate by Grantor and Grantee. The Documentation of Present Conditions will be used by Grantee to assure that any future changes in the use of the Property will be consistent with the terms of this Deed. However,the Documentation of Present Conditions is not intended to preclude the use of other evidence to establish the present condition of the Property if there is a controversy over its use. F. Charitable Donation. Grantor intends to make a charitable gift of the property interest conveyed by this Deed to Grantee. ACKNOWLEDGEMENT OF INTENT: As a guide to the interpretation and administration of this Conservation Easement by future generations, Grantor and Grantee, for themselves, and for their successors and assigns, herein expressly declare their agreement and dedication to the following purpose and intent: 1. Purpose. The purpose of this Conservation Easement is to preserve and protect in perpetuity the Conservation Values of the Property. This purpose is in accordance with §170(h) of the Internal Revenue Code. In order to achieve this Purpose, Grantor intends to convey this Deed of Conservation Easement to Grantee to ensure that the Conservation Values of the Property will be preserved and protected forever. 2. Intent Subject only to the purposes set forth above, the intent of the parties is to permit all other uses of the Property which are not inconsistent with the preservation and protection of the Conservation Values as determined by Grantee and which are not expressly prohibited herein. Nothing in this Deed is intended to compel a specific use of the Property, such as agriculture, other than of the preservation and protection of the Conservation Values. Final Neal CE Page 2 Printed 12/27/01 Apr 11 02 05: 59p TODD'tODGES DESIGN LLC 156188059 p. 3 NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, Grantor and Grantee mutually agree as follows: 1. Conveyance of Deed Grantor voluntarily grants and conveys to Grantee and Grantee voluntarily accepts, a perpetual Conservation Easement in gross, an immediately vested interest in real property defined by C.R.S. §§38-30.5-101, et seq., and of the nature and character described in this Deed, for the purpose of preserving and protecting the Conservation Values of the Property in perpetuity.. 2. Rights of Grantee. To accomplish the purpose of this Deed the following rights are hereby conveyed to Grantee: A. To preserve and protect the Conservation Values of the Property; B. Grantee, its employees and its representatives may enter upon the Property at reasonable times in order to monitor Grantors' compliance with and otherwise enforce the terms of this Deed; provided that, except in cases where Grantee determines that immediate entry is required to inspect, prevent, terminate, or mitigate a violation of this Deed, such entry shall be upon prior reasonable notice to Grantor, and Grantee shall not unreasonably interfere with Grantor's use and quiet enjoyment of the Property; C. To prevent any activity on or use of the Property that is inconsistent with the purpose of this Deed and to require the restoration of such areas or features of the Property that may be damaged by an inconsistent activity or use; and D. Nothing in this section shall preclude the right of Grantee to enforce the preservation and protection of the Conservation Values of the Property or any other provisions of this Deed. 3. Rights Retained by Grantor. Grantor retains the right to perform any act not specifically prohibited or restricted by this Deed. These ownership rights include, but are not limited to, the retention of the economic viability of the Property provided that such acts and uses are not inconsistent with the preservation and protection of the Conservation Values. Grantee acknowledges and agrees that Grantor may grant access to ten property owners located in the vicinity of the Property comprised of the owners of Lots 1 through 9 of the Mill Creek Subdivision as well as the owner of Lot A, #1061-29-3-RE-2835, Weld County(collectively, the "Adjacent Landowners") for recreational uses permitted pursuant to Section 5.D. 4. Property Improvements. Any activity on or use of the Property inconsistent with the purpose of this Deed as identified herein in the Purpose section of the Acknowledgement of Intent is expressly prohibited. The parties agree, however, that the current use of and improvements to the Property are not inconsistent with the Conservation Values and are permitted. Without limiting the generality of any of the foregoing, Grantor and Grantee hereby /1. acknowledge and agree: Final Neal CE Page 3 Printed 12/27/01 Rpr 11 02 05: 59p TODD HODGES DESIGN LLC 15618 88059 p. 4 A. Existing Improvements. At the time of granting of this Deed, there are on the Property: (1) Agriculturallmprovements. Ditches, water control structures, and farm access roads, the location of which is depicted on Exhibit B attached hereto and made a part of this Deed. B. Construction of Improvements. The construction or reconstruction of any improvement, except those existing on the date of this Deed, is prohibited except as described below. Any other improvements are prohibited unless Grantee determines in its sole discretion that the proposed construction is not inconsistent with the preservation and protection of the Conservation Values. (1) Existing Improvements Construction. a. Agricultural Improvements. Grantor may maintain, repair, and replace the agricultural improvements at their current location without further permission of the Grantee. (2) New Improvements Construction. a. Agricultural Improvements. New minor, unenclosed agricultural improvements such as corrals, loafing sheds, hayracks, or stock tanks may be constructed on the Property without permission of Grantee. b. Paving and Road Construction. Except for roads or driveways currently existing on the date of this Deed, as depicted on Exhibit B or those other roads which are intended to serve the agricultural improvements which may be constructed hereunder as depicted on Exhibit B, no new roads or driveways shall be constructed. The paving or otherwise surfacing of new or existing roads or driveways with concrete, asphalt, or any other impervious paving material is prohibited unless Grantee determines that said surfacing is not inconsistent with the preservation and protection of the Conservation Values. c. Fences. Existing fences may be repaired and replaced, and new fences may be built anywhere on the Property for purposes of reasonable and customary management of livestock and wildlife not inconsistent with the preservation and protection of the Conservation Values without any further permission of Grantee. d. Utilities. Existing utilities may be repaired and replaced in the same location with a similar structure without any further permission of Grantee. Grantor may install new utility lines provided such new utility Final Neal CE Page 4 Printed 12/27/01 Rpr 11 02 06: 00p TODILHODGES DESIGN LLC 1561828059 P. 5 lines shall be installed underground in the new or existing roads or driveways as depicted on Exhibit B. Additional utility lines or the significant upgrading of existing utility lines may be approved by Grantee if Grantee determines said utility lines are not inconsistent with the preservation and protection of the Conservation Values. e. Billboards and Signs. Grantor will not construct, maintain, or erect any signs or billboards on the Property that are inconsistent with the Conservation Values. f. Other Improvements. Grantor may construct non-paved footpaths on the Property to be used for permitted recreational uses as described in Paragraph 5.D so long as these improvements are not inconsistent with the protection and preservation of the Conservation Values. Grantor shall submit to Grantee for approval proposed locations for footpaths prior to constructing such footpaths. Grantee's approval shall not be unreasonably withheld, conditioned, or delayed. Should more than 30 days elapse after Grantee's receipt of such written notice from Grantor without any response from Grantee, the construction of footpaths shall be deemed approved. �.. 5. Resource Management Grantor recognizes the importance of good resource management and stewardship to preserve and protect the conservation values. To this end, the following uses of the Property shall be conducted in accordance with the provisions below. In the event Grantee believes the resource management practices are not consistent with the preservation and protection of the Conservation Values, Grantee may request that Grantor and Grantee shall, at Grantor's expense, consult with a mutually agreed upon conservation professional. This professional will provide written suggestions for the preservation and protection of the Conservation Values regarding the following: agricultural, timber, mining, recreational, water, or other management practices. A. Agriculture. The Property shall be managed to prevent overgrazing by livestock and soil erosion. B. Timber. Trees may be cut to control insects and disease, to control invasive non-native species and to prevent personal injury and property damage. Tree thinning activities may take place to maintain the character and nature of the habitat. C. Mining. The exploration, mining or extraction of minerals, fossil fuels, rock or soil is prohibited. Notwithstanding anything in the paragraph above to the contrary, soil, sand, gravel or rock may be extracted from portions of the Property only for use on the Property or in connection with the preservation, protection, or enhancement of wetlands and ponds located on the Property. The limited removal of soil, sand, gravel and rock for use on the Property and for enhancement of wetlands and ponds on the Property shall be accomplished in a manner which is not inconsistent with the Final Neal CE Page 5 Printed 12/27/01 Rpr 11 02 06: 00p TODR. 10DGES DESIGN LLC 15618288059 p. 6 Conservation Values expressed in this Deed, with Section 170(h)of the Internal Revenue Code, with Section 404 of the Clean Water Act, and with applicable regulations. Notwithstanding any other provision of this Deed, not more than one acre of the Property may be disturbed by such extraction using methods of mining that may have limited, localized impact on the real property but that are not irremediably destructive of significant conservation interests. D. Recreation. Golf courses are prohibited on the Property. Recreational uses such as bird watching, hiking, horseback riding, mountain biking, cross country skiing, hunting and fishing not inconsistent with the Conservation Values are permitted. Other buildings and facilities for any other public or private recreational use may only be built on the Property in accordance with Paragraph 4.B., and then only in a manner that is consistent with the Conservation Values of the Property, except that use of the Property for more than"de minimis" commercial recreation activity is prohibited. The term"de minimis" shall have the meaning as set forth in §2031 (c)(8)(B) of the United States Internal Revenue Code and the Treasury regulations adopted pursuant thereto. E. Water. The Property subject to this Deed of Conservation Easement includes any and all water and water rights, ditches and ditch rights, springs and spring rights, reservoir and reservoir rights, wells and groundwater rights, and other rights in and to the use of water historically used on or otherwise appurtenant to the Property (collectively, the"Water Rights") as specifically described in Exhibit C attached hereto and made a part of this Deed. Grantor shall not transfer, encumber, sell, lease or otherwise separate the Water Rights from the Property. Grantor shall not change the historic use of the Water Rights without the prior written consent of, and determination by, Grantee that such change is not inconsistent with the preservation and protection of the Conservation Values. In the event that irrigated agriculture is no longer feasible, Grantor agrees to maintain through use a portion of these water rights to the Property to insure the minimum level of preservation and protection of the Conservation Values. This minimum level shall be determined by a resource management professional and approved in writing by Grantee and the expense shall be paid by Grantor. Additionally, Grantor agrees to maintain an adequate water level in the ponds located on the Property and identified on Exhibit B attached hereto so as to protect the existing riparian and wildlife habitat Conservation Values associated with the ponds, provided that Grantor is able to do so with existing water supplies. Grantor shall not be required to purchase water rights for such purpose, adjudicate water rights in water court for such purpose, or otherwise incur expenses related to water court proceedings or proceedings with the State Engineer's Office to insure existing water levels in ponds are maintained. If Grantor shall fail to maintain the historic use of the Water Rights upon the Property, or those rights necessary to preserve and protect the Conservation Values of the Property, Grantee shall have the right, but not the obligation, to enter upon the Property and undertake any and all actions reasonably necessary to continue the historic use of the Water Rights in order to preserve and protect the Conservation Values of the Property, Final Neal CE Page 6 Printed 12/27/01 Apr 11 02 06: 01p T0Dp,410DGES DESIGN LLC 15618288059 p. 7 Grantor shall not abandon or allow the abandonment of, by action or inaction, any of the Water Rights. If the Water Rights are under threat of abandonment, Grantor shall convey ownership of said Water Rights to Grantee and Grantee shall have the right to use said Water Rights for beneficial conservation purposes on the Property or elsewhere in Weld County or otherwise consistent with Grantee's mission. F. Other Management Practices. In the event that agricultural practices on the Property at the time of the execution of this Deed, such as row cropping, are no longer viable for the Property, Grantor shall be obligated to plant and establish a cover crop of a native and/or perennial plant species as appropriate for the Property in order to protect and preserve the Conservation Values, and minimize soil erosion and the invasion of noxious weeds. The expense of said conversion shall be paid for by Grantor. 6. Restricted Practices. A. Subdivision. The division or subdivision of the Property into two or more parcels of land is prohibited. Grantee may approve a division of the Property in its sole and absolute discretion. B. Commercial or Industrial Activity. Commercial or industrial uses inconsistent with the Conservation Values of this Deed are expressly prohibited. /^ C. Feed Lot. The establishment or maintenance of a feed lot is prohibited. For purposes of this Deed, "feed lot" is defined as a permanently constructed confined area or facility within which the Property is not grazed or cropped annually, and which is used and maintained for purposes of feeding livestock. Nothing in this section shall prevent Grantor from seasonally confining livestock into an area for feeding, or from leasing pasture for the grazing of livestock owned by others. D. Public Access. Nothing herein contained shall be construed as affording the public access to any portion of the Property, although the Grantor may permit access to the Property to the Adjacent Landowners for recreational uses permitted pursuant to Section 5.D. . Grantor may also permit public access on such terms and conditions as he deems appropriate, provided that such access is not inconsistent with the preservation and protection of the Conservation Values of the Property. E. Trash. The dumping or accumulation of any kind of trash, sludge, or refine on the Property is prohibited. The dumping or accumulation of farm-related trash and refine produced on the Property is permitted, provided it is not inconsistent with the Conservation Values. However, this shall not prevent the storage of agricultural products and by-products on the Property in accordance with all applicable government laws and regulations. F. Hazardous Materials. Grantor may use agri-chemicals on the Property in /1 accordance with all applicable federal, state or local law. Otherwise, the treatment, Final Neal CE Page 7 Printed 12/27/01 Apr 11 02 06: 02p TODD^HODGES DESIGN LLC 1561F8805S p. 8 t^ I permanent storage, disposal or release of hazardous materials on, from or under the Property is prohibited. For the purpose of this Deed, hazardous materials shall mean any hazardous or toxic material or waste which is subject to any federal, state, or local law or regulation. Notwithstanding anything in the Easement to the contrary, this prohibition does not impose any liability on Grantee for hazardous materials nor does it make Grantee an owner of the Property, nor does it permit or require Grantee to control any use of the Property that may result in the treatment, storage, disposal or release of hazardous materials. G. Weed Control. The Property shall be managed to control noxious weeds to the extent reasonably possible. H. Other Restricted Uses. Sod farms, helicopter pads, and airstrips are prohibited. 7. Responsibilities of Grantor and Grantee Not Affected. Other than as specified herein, this Deed is not intended to impose any legal or other responsibility on Grantee, or in any way to affect any existing obligations of Grantor as owner of the Property. Additionally, unless otherwise specified below, nothing in this Deed shall require Grantor to take any action to restore the condition of the Property after any Act of God or other event over which Grantor had no control. Grantor shall continue to be solely responsible and Grantee shall have no obligation for r. the upkeep and maintenance of the Property and Grantor understands that nothing in this Deed relieves Grantor of any obligation or restriction on the use of the Property imposed by law. Among other things, this shall apply to: A. Taxes. Grantor shall continue to be solely responsible for payment of all taxes and assessments levied against the Property. If Grantee is ever required to pay any taxes or assessments on its interest in the Property, Grantor will reimburse Grantee for the same. If for any reason Grantor fails to pay any taxes, assessments or similar requisite charges, Grantee may pay such taxes, assessments or similar requisite charges, and may bring an action against Grantor to recover all such taxes, assessments and other charges plus statutory interest that are assessed against Grantor by the County Treasurer. B. Liability. Grantor shall indemnify, defend, and hold Grantee and its members, officers, directors, employees, agents, and contractors (collectively, the "Indemnified Parties") harmless from and against any and all loss, damage, cost, or expense, including reasonable attorneys'fees, arising from or in any way related to: (i) injury to or the death of any person, or damage to property, occurring on or about or related to the Property, unless due solely to the gross negligence or intentional acts of any of the Indemnified Parties; (ii)the obligations under this Section 7 or(iii)the presence or release of hazardous materials on, under, or about the Property under Section 6.F. Grantee shall indemnify, defend and hold Grantor and his assigns, successors and heirs harmless from and against any and all loss, cost, or expense, including reasonable attorneys' fees, arising from or in any way related to injury to or the death of any person occurring on or about or related to the Property arising out of the Indemnified Parties' Final Neal CE Page 8 Printed 12/27/01 Apr 11 02 06: 02p TODips,NODGES DESIGN LLC 15619Zp8059 p. 9 actions on the Property. Grantor shall be liable to Grantee for the Adjacent Landowners' acts on the Property should their use be inconsistent with the preservation and protection of the Conservation Values of the Property. Nothing in this provision is intended to create any third party beneficiaries or to waive Grantor's rights to pursue any remedies against Adjacent Landowners for actions occurring on the Property 8. Enforcement Grantee shall have the right to prevent and correct or require correction of violations of the terms and purposes of this Deed. In those cases where Grantee determines that immediate entry is required to inspect for, prevent, terminate, or mitigate a violation of this Deed, Grantee may enter the Property without advance notice. Grantee shall contact verbally or notify Grantor in writing of the nature of the alleged violation. Upon receipt of any written notice, Grantor shall have an opportunity to cure the alleged violation by immediately ceasing the alleged violation and either(a) if necessary, restore or remediate the Property to its condition prior to the violation or(b) provide a written plan for restoration and remediation of the Property acceptable to Grantee. If Grantor is unable or unwilling to cease the immediate alleged violation, restore or remediate the Property to its condition prior to the violation or provide a written plan for restoration and remediation of the Property acceptable to Grantee, both parties agree to resolve the dispute through mediation, or court procedures. The parties agree to share equally in any mediation fees. Should Grantee receive notice of Adjacent Landowner use that is inconsistent with the preservation and protection of the Conservation Values of the Property, Grantee agrees to notify Grantor of the alleged violation in accordance r-. with this Paragraph, and to assist Grantor in investigating alleged Adjacent Landowner violations. At any point in time, the parties may take appropriate legal action including an injunction to stop the alleged violation. Any legal action taken by the parties, with the exception of that required by immediate entry on the Property, including an injunction to stop an alleged violation, shall be preceded by written notice. Any costs incurred by Grantee in enforcing or defending the terms of this Deed against Grantor, including, without limitation, costs and expenses of suit, and reasonable attorneys' fees and any costs of restoration necessitated by Grantor's violation of the terms of this Deed, shall be borne by Grantor should Grantee prevail in such legal action. If Grantor is the prevailing party in such legal action, each party shall be responsible for its own costs and expenses of the suit, including reasonable attorneys' fees. Notwithstanding the foregoing, if the deciding body determines that Grantee has acted in bad faith in seeking to enforce or defend this Deed, Grantee shall bear Grantor's costs,including reasonable attorneys' fees. Grantee's remedies described in this paragraph shall be cumulative and shall be in addition to all remedies now or hereafter existing at law or in equity, including the right to recover any damages for loss of Conservation Values. The failure of Grantee to discover a violation or to take action shall not waive any of Grantee's rights, claims or interests in pursuing any such action at a later date. 9. Transfer of Easement. Grantee shall have the right to transfer the easement created by this Deed to any public agency or private non-profit organization that, at the time of transfer, is a "qualified organization" under § 170(h) of the U.S. Internal Revenue Code, and under C.R.S. §§38-30.5-101, et sec., and only if the agency or the organization expressly agrees to assume the responsibility imposed on Grantee by this Deed. Grantee shall notify Grantor in advance of any proposed transfers. If Grantee ever ceases to exist or no longer qualifies under Final Neal CE Page 9 Printed 12/27/01 Apr 11 02 06: 03p TOD LODGES DESIGN LLC 1561828059 p. 10 federal or state law, a court with jurisdiction shall transfer this easement to another qualified organization having similar purposes and that agrees to assume the responsibility. 10. Transfer of Property. Any time the Property itself, or any interest in it, is transferred by Grantor to any third party, Grantor shall pay a$100 transfer fee to Grantee and notify Grantee within(5)business days after closing in writing using the form in Exhibit D attached hereto. The document of conveyance shall expressly refer to this Deed of Conservation Easement. 11. Termination of Easement If, at the joint request of Grantor and Grantee, a court with jurisdiction determines that conditions on or surrounding the Property change so much that none of the Conservation Values can be fulfilled, the court may terminate the easement created by this Deed. The total loss of all the Conservation Values are the only grounds under which this Deed can be terminated. Upon such termination, Grantee may use the endowment funds associated with this Deed for purposes consistent with the Conservation Purposes of this Deed. Grantor and Grantee agree that the granting of this Deed immediately vests Grantee with a property right, and the fair market value of this property right is 70%percent of the full fair market value of the Property. Grantor and Grantee further agree that this percentage shall remain constant, so that should the easement created by this Deed be extinguished, be sold for public use, taken for public use, or terminated, Grantee shall be entitled to a portion of the proceeds from any subsequent sale, exchange, involuntary conversion, or condemnation award. Grantee's share of the proceeds shall be the aforementioned percentage of the value of the Property at the time of such sale, exchange, involuntary conversion, or condemnation. Grantee's use of the proceeds shall comply with Treasury Regulation § 1.170A-14(g)(6)(i). 12. Perpetual Duration. The easement created by this Deed shall be a servitude running with the land in perpetuity. Every provision of this Deed that applies to Grantor or Grantee shall also apply to their respective agents, heirs, executors, administrators, assigns, and all other successors as their interests may appear; provided, however, that either party's rights and obligations under this Deed shall terminate(as to such party, but not as to such party's successor, who shall be bound as provided herein)upon a transfer of such party's entire interest in this Deed or the Property, except that liability of such transferring party for act or omissions occurring prior to such transfer shall survive the transfer. 13. Change of Circumstance. The fact that any use of the Property that is expressly prohibited by this Easement, or any other use as determined to be inconsistent with the purpose of this Easement, may become greatly more economically valuable than permitted uses, or that neighboring properties may in the future be put entirely to uses that are not permitted thereunder, has been considered by the Grantor in granting this Easement. It is Grantor's belief that any such changes will increase the benefit to the public of the continuation of this Easement, and it is the intent of both Grantor and Grantee that any changes should not be assumed to be circumstances justifying the termination or extinguishment of this Easement pursuant to this paragraph. In addition, the inability to carry on any or all of the permitted uses, or the unprofitability of doing so, shall not impair the validity of this Easement or be considered grounds for its termination or extinguishment,pursuant to this paragraph. Final Neal CE Page 10 Printed 12/27/01 Apr 11 02 06: 04p TODnIODGES DESIGN LLC 15618Ap,805S p. 11 re*, 14. Notices. As specified here in, any notices required by this Deed shall be sent as appropriate to Grantor and Grantee respectively at the following addresses, unless a party has been notified by the other of a change of address: Grantor: Dennis W. Neal 12373 Niwot Road Longmont, CO 80504 (720)771-3600 Grantee: Colorado Open Lands 274 Union Blvd., Suite 320 Lakewood, CO.80228 (303) 988-2373 15. Subsequent Liens on the Property. No provisions of this Deed of Conservation Easement should be construed as impairing the ability of Grantor to use this Property as collateral for subsequent borrowing, provided that any mortgage or lien arising from such a borrowing would be subordinated to this Deed of Conservation Easement. 16. No Merger. Unless the parties expressly state that they intend a merger of estates or interests to occur, then no merger shall be deemed to have occurred hereunder or under any document executed in the future affecting this Deed. 17. Grantor's Representations and Warranties. A. Grantor warrants that Grantor has good and sufficient title to the Property, free from all liens and encumbrances securing monetary obligations except ad valorem property taxes for the current year, and that Deed of Trust dated July 31, 2000 from Plains View Development Corporation to the Public Trustee of Weld County for the use of the Vilma Toth Trust and the Julius Toth Trust, which Deed of Trust has been subordinated to this Deed of Conservation Easement, as evidenced by the fully executed Subordination Agreement attached hereto as Exhibit E and made a part hereof. Grantor hereby promises to defend title to the Property against all claims that may be made against it by any person claiming by, through, or under Grantor. B. Grantor represents and warrants that, after reasonable investigation and to the best of its knowledge: (I) No hazardous substance or toxic waste exists nor has been generated, treated, stored, used, disposed of, deposited, or transported, in, on, or across the Property, except for agri-chemicals in accordance with all regulations, and that there are not now any underground storage tanks located on the Property; Final Neal CE Page 11 Printed 12/27/01 Apr 11 02 06: 04p TODp41ODGES DESIGN LLC 1561888059 p. 12 r1 , (2) Grantor and the Property are in compliance with all federal state, and local laws, regulations, and requirements applicable to the Property and its use; (3) There is no pending or threatened litigation in any way affecting, involving, or relating to the Property; and (4) No civil or criminal proceedings or investigations have been instigated at any time or are now pending, and no notices, claims, demands, or orders have been received, arising out of any violation or alleged violation of, or failure to comply with, any federal, state, or local law, regulation, or requirement applicable to the Property or its use. 18. Acceptance. Grantee hereby accepts without reservation the rights and responsibilities conveyed by this Deed of Conservation Easement. 19. General Provisions: A. Severability. If any provision of this Deed, or the application thereof to any person or circumstance, is found to be invalid, the remainder of the provisions of this Deed, or the application of such provision to persons or circumstances other than those as to which it is found to be invalid, as the case may be, shall not be affected thereby. B. Captions. The captions in this instrument have been inserted solely for convenience of reference and are not a part of this instrument and shall have no effect upon construction or interpretation. C. Waiver of Defenses. Grantor hereby waives any defense of lathes, estoppel or prescription and acknowledges and agrees that the one-year statute of limitation provided under C.R.S. § 38-41-119 does not apply to this Deed, and Grantor waives any rights of Grantor pursuant to such statute. D. Controlling Law and Interpretation. This Deed shall be performed and broadly interpreted under the laws of Colorado, resolving any ambiguities and questions of the validity of specific provisions so as to favor maintaining the Conservation Values of the Property. E. Counterparts. The parties may execute this instrument in two or more counterparts which shall, in the aggregate, be signed by all parties; each counterpart shall be deemed an original instrument as against any party who has signed it; all counterparts, when taken together, shall constitute this instrument. F. Amendment If the circumstances arise under which an amendment to or modification of this Deed would be appropriate, Grantor and Grantee are free to jointly amend this Deed; provided that no amendment shall be allowed that will affect the Final Neal CE Page 12 Printed 12/27/01 Apr 11 02 O6: 05p TODp....tODGES DESIGN LLC 15611j2. 8O5S p. 13 r. qualifications of this easement under any applicable laws. My amendment must be consistent with the Conservation Values of this easement and may not affect its perpetual duration. Any amendment must be in writing, signed by both parties, and recorded in the official records of Weld County, Colorado. G. Entire Agreement. This instrument sets forth the entire agreement of the parties with respect to the terms of this Deed and supercedes all prior discussions, negotiations, understandings, or agreements relating to the terms of this easement, all of which are merged herein. 20. Development Rights. Grantor hereby grants to Grantee all development rights except as specifically reserved herein, and the parties agree that such rights are terminated and extinguished, and may not be used on or transferred off of the Property to any other property adjacent or otherwise. Under no circumstances shall the Property be used for the purpose of calculating or giving credits which result in additional density of development beyond what is allowed in this easement, on or off the Property. By way of example, no portion of this Property subject to this easement shall be included or aggregated with adjacent lands for purposes of complying with local, county or state building or subdivision requirements. 21. Recording. The Grantee shall record this instrument in timely fashion on or before December 31, 2001 in the official records of Weld County, Colorado, and may re-record it at any time as may be required to preserve its rights in this Conservation Easement. TO HAVE AND TO HOLD, this Deed of Conservation Easement unto Grantee, its successors and assigns, forever. IN WITNESS WHEREOF, Grantor and Grantee, intending to legally bind themselves, have set their hands on the date first written above. Final Neal CE Page 13 Printed 12/27/01 Rpr 11 02 06: 05p TODD ODGES DESIGN LLC 15618 88059 p. 14 GRANTO i By: �. Y Dennis W.Neal STATE OF COLORADO ) )ss. COUNTY OF \dek ) The foregoing instrument was acknowledged before me this, day of Le 2001, by Dennis W.Neal. Witness my hand and official seal. My commission expires: (' tp/a(;0f ( P111c: lr6tC(Fpc,lc, Notary Public ;;;waanw„ `� •$.3. ,:ati 4��y" s;OTARr. I �" • -- ' `a rUBLiO•1:n CO1.Oga�� nrxnmunol" • Final Neal CE Page 14 Printed 12/27/01 Apr 11 02 06: 05p TODD 58 0DGES DESIGN LLC 156188059 p. 15 GRANTEE: COLORAD' OPEN LANDS, aColorad. n.n-profit corporation 1r`• BAti, C #1 . "• By: �• fit` del E. ''ike,President STATE g4Le M- e .8 ,0 .•Cat> )ss. COUNTY O ) The foregoing instalment was acknowledged before me this }day of b C J b? , 2001, by Daniel E.Pike as President of Colorado Open Lands, a Colorado non-profit corporation. Witness my hand and official seal. My commission expires: 1 t\ a l I c o lj Notary Public Final Neal CE Page 15 Printed 12/27/01 Apr 11 02 06: 06p TODD HODGES DESIGN LLC 15618B8805S p. 16 EXHIBIT A Legal Description of the Property A tract of land being a part of the Southwest One-Quarter(SW ''A) of said Section Twenty-Nine (29), Township Four(4)North, Range Sixty-Eight(68)West of the 6°i Principal Meridian, Weld County, Colorado and being more particularly described as: Considering the north line of the Southwest One-Quarter(SW 1/4) of said Section Twenty-Nine (29)to bear South 89°14'59" West, and all bearings contained herein being relative thereto: Beginning at the Center One-Quarter(C 1/4) Corner of said Section Twenty-Nine (29); thence along the north line of the Southwest One-Quarter(SW 1/4) of said Section Twenty-Nine (29), South 89°14'59"West, 371.49 feet to a point; thence leaving the north line of the Southwest One-Quarter(SW 1/4) of said Section Twenty-Nine(29), South 00°07'41" West, 60.01 feet; thence, South 11°14'15" West, 539.48 feet;thence, South 40°57'19" West, 472A3 feet; thence, South 69°04'22"West, 534.22 feet; thence,North 90°00'00" West, 1357.99 feet to a point on the west line of the Southwest One-Quarter(SW 1/4)of said Section Twenty-Nine (29); thence along the west line of the Southwest One-Quarter(SW 1/4)of said Section Twenty-Nine(29), South 00°00'00" West, 654.18 feet;thence leaving the west line of the Southwest One-Quarter (SW 1/4) of said Section Twenty-Nine(29), North 89°59'29" East, 404.07 feet; thence, South ,^ 00°01'36" West, 350.12 feet; thence, South 00°01'34"West, 541.54 feet to a point on the south line of the Southwest One-Quarter(SW 1/4) of said Section Twenty-Nine(29); thence along the south line of the Southwest One-Quarter(SW 1/4) of said Section Twenty-Nine(29), North 89°14'13" East, 2233.95 feet to the South One-Quarter(S 1/4)Corner of said Section Twenty- Nine(29); thence, North 00°07'41" East, 2657.66 feet to the Point of Beginning. The above-described tract contains 99.98 acres, more or less. • Final Neal CE Page 16 Printed 12/27/01 Rpr 11 02 06: 06p T0DD�_‘H0DGES DESIGN LLC 15618288059 p. 17 r ,, ........J. — 3 0 ii -O -;_.- i m C {VZ M - u• 0 - cj U p O .J tc l� 1 rr •R".-.:AT-1- j rL .. ' 'n r 1 c. ,5. 7 N • t 3z r i(3r `off `i' q ,t -r .t, r - 5 - ' i ,. L1 ▪ r r r• •..N`[ '[a y ., 7„.. ........c.,,_.,.._. .'1'. : i/ 7,,If.t.-t.1. `.k lrr: t F 13 it'. . ,j 1 5."._or .i}' :, _._,.. ,,., ‘31▪ '-'," •47) ., �_ ....,s I14 •" hi i s tit' `Y J r oil. . 5R4. # •N 1 a .Yy --.. V ,•y �, � Ds. 9'�'( ?_ •''�,y 4ET^y"-4`nn` �i _ i�'r 4 ,i'.a. i f^ui f ✓ � 4 4 Y Q•. $ xs a.{ .r.. Yy re 1 �.t '�..� : L y7\4.r, � :.` 41 U eft. , •'' ?A.,� 1A. �.•�.n Ay, .y ..� :I .4y.t t4.1._ iv' +.'+�. e o .� ,i s -41...'7',75" r O t .. S 1 is - .1 O„...4 S t V t . • ,xy ♦ o r 3. Alt ,. i k � - d t k. Y)wow/ • Y. S 1--re 4 - - .tk %.. k _��.- 4 ` e l.i ! b .. -dY '' t t Ci, ✓1x W .t J`t' ,r..vr..e..f.. $u )1 r 3 NE 17 Apr 11 02 06: 08p TODD„HODGES DESIGN LLC 1561888055 p. 18 t er"` EXHIBIT C Water Rights One-quarter( '/.) interest in the Rockwell Reservoir Final Neal CE Page 18 Printed 12/27/01 Rpr 11 02 06: 08p TODD ODGES DESIGN LLC 15618288059 p. 19 EXHIBIT D Sample Notice of Transfer of Property To: Colorado Open Lands("Grantee") From: Dennis W.Neal ("Grantor") Pursuant to Section 10 of the Deed of Conservation Easement,Grantee is hereby notified by Grantor of the transfer of the fee simple interest in the subject Property legally described in Exhibit A attached hereto effective [insert date of closing] to [insert name of new Grantor], who can be reached at [insert name,legal address,phone and fax number]. GRANTOR: By: Title: STATE OF COLORADO ) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this_day of ,20Q, by as of Witness my hand and official seal. My commission expires: Notary Public Date: • nag, Neal CE Page 1? Printed /9/40 Apr 11 02 06: 08p TOD^HODGES DESIGN LLC 15618288059 p. 20 DEC.17.2061 11:55AM RE. , X ALL ANC E BOULDER n �aa, ii 29Ai0.869gplI P.2/2 FROM :COL E(lfiBZT SUBORDINATION TO DEED OF CONSERVATION EASEMENT FOR THE DENNIS W.NEAL PROPERTY For good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,the undersigned,Julius Toth Ttus%St beneficiary of that certain Deed of *and Vilma Trust recorded August,8,2000,in Book P at reception number 2785940 Toth Trust of the records of the Clerk and Recorder o f u•1 County,Colorado;(the"Deed of Tout"),hereby consents to the execution of that certain Deed of Conservation Easement (the"Deed of Conservation Eastman")by Dennis W,Neat,as(collectively,as "Grantor to Colorado Open Lands,a Colorado nonprofit corporation,as Grantee, subordinate the lien of the Dead of Trust to the Deed of Comervetion Easement, end agree that any foreclosure of the Deed of Trust shell not adversely affect the existence or continuing validity of the Deed of Conservation Easement,which Deed of Conservation Easement shall nut with the land end remain in full force and affect as if such Deed of Conservation Easement were executed,delivered.and recorded prior to the execution, delivery,and recording of the Deed of Trust. This Subordination may be executed in several counterparts each of which shall be an original and all of which,when taken together,shall constitute one instrument notwithstanding that all parties have not executed the seen counterpart. The parties agree that signatures transmitted by facsimile shall be binding as if they were original signatures. • IN WITNESS WHEREOF, the undersigned have executed this Subordination this, 18 day of Dece1th • 2001. JuWlp Toth Trust Vi Toth st � a i B B . JU],j11G Toth. JrJTr Title: m,,,Gj-nr STATE OF COLORADO ) )ss. CGIOF Arapahoe ) 'The fon:going instntmere ws�x sdmowiedged ban me this�tday of ce 4 4-- 2001,by Jni tiq •nth. Tr ss Tr„GrPe of The Julius Toth Trust and The Vilma Toth Trust. Witness my band and official seal G My commission expires: I (812ter q Title 20 Apr 11 02 06: 09p TODI},,HODGES DESIGN LLC 156188/438059 p. 21 e Colorado awn Lands December 20,2001 a b Dennis W.Neal 0 12373 Niwot Road Longmont, CO 80504 O RE: Stewardship Endowment for the Neal Conservation Easement to be executed by Dennis W.Neal by or before December 31, 2001 and donated to Colorado Open Lands, a Colorado non-profit corporation Dear Mr.Neal: As you know, our mutual goal has been to execute a conservation easement on approximately 100 acres of your property located near Berthoud in Weld County. As a part of this project,we requested that you make a charitable donation of$17,000 to act as a stewardship endowment for the conservation easement. The stewardship endowment is used to fund the perpetual obligation of monitoring the property and ensuring that the terms of the conservation easement are not violated. m Co We had an exploratory conversation with the Town of Berthoud where the Mayor indicated that the Town Board would likely look favorably upon contributing some money towards your stewardship endowment. While there is no guarantee of their approval or level of assistance,we have been invited to make a formal request to the Town sometime after the first of the coming LL year. We will seek$8,500 from the Town for your project. With that said, COL still requires a stewardship endowment of$17,000,with$5,000 to be paid OD upon execution of the conservation easement,and the remaining balance of$12,000 to be paid as each of the nine estate lots is sold($1,333.33 per lot). This was the amended arrangement we o outlined as of November 19,2001. In the event that we are unsuccessful in obtaining funds from the Town of Berthoud on your behalf,you are still personally responsible for the full payment of the stewardship endowment. This letter and the mutual signatures below confirm and demonstrate good faith on behalf of Colorado Open Lands to pursue funding from the Town of Berthoud and your acceptance and responsibility of the payment of the stewardship endo i nt as described above. O Tha- yo . Aeja, OO 3 � a i. . Pike, President AGRE TO thi2f day of Decem 01 9 _ e sW. O r Apr 11 02 06: 09p TODD ODGES DESIGN LLC 15618288059 p. 22 eTh • ACCEPTANCE and ACKNOWLEDGEMENT of PRESENT CONDITIONS REPORT In compliance with Section 1.170a-14(q)(5) of the federal tax regulations, the undersigned hereby acknowledge and agree that the Present Conditions Report for the Neal Conservation Easement, Weld County, Colorado, prepared by Land Stewardship Consulting, Inc., and dated December 2001, is an accurate representation of the biological, physical and historical conditions of the Neal Property as of the date of conveyance of the Conservation Easement. All of the undersigned parties have received copies of the Present Conditions Report. • Dennis W. Nep1 Date: Signaturel/ Colorado Open Lands, a Colorado non-profit corporation Date: Signature: Title: • Hello