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1.0 Application
P.O. Box 1908 1011 Grand Avenue Glenwood Springs, CO 81602 i4NC4NELL4 4N0 4S5oCl4 rES, INC. ENGINEERING CONSULwuTS December 8, 2014 Glenn Hartmann Garfield County Community Development 108 Eighth Street, Suite 401 Glenwood Springs, CO 81601 Re: Rudd Floodplain Permit Application (FDPA-8052) Dear Glenn: (970) 945-5700 (970) 945-1253 Fax With respect to the timing of the above flood fringe fill project, the project is a long term effort based on the availability of fill. The project will likely take a number of years to complete. Therefore, we request the fill permit be twenty years in duration. To keep the County informed, five year progress reports will be submitted to the floodplain coordinator. If you have any questions, please contact our office at (970) 945-5700. Very truly yours, Zancanella & Associates, Inc. Thomas A. Zancanella, P.E. cc: Wayne Rudd z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev app\resubmittal\garfieldcounty-project timing.docx RUDD FLOODPLAIN DEVELOPMENT APPLICATION Prepared For: Garfield County Community Development Department P.O. Box 1948 1011 Grand Avenue Glenwood Springs, CO 81602 Prepared By: /`<\ Zar+C41t4ELL4 4N[) 4S5004 TES, IfiC. to, Et1ciitIEEPING CONSULT+4fNT5 December 2, 2014 (970) 945-5700 (970) 945-1253 Fax Rudd - Floodplain Development Application 1.0 Development Plan and Approach 1 1.1 First Phase 1 1.2 Second Phase 2 1.3 Basis For Phased Development Approach 2 1.4 Duration of Approval and Expiration 2 2.0 Floodplain Analysis 3 2.1 Floodplain Overlay 3 2.2 Hydraulic Modeling 4 3.0 Floodplain Development Review Criteria 6 3.1 Article 3 6 3.2 Article 4 7 3.2.1 Development in the 100 -Year Floodplain 7 3.2.2 Floodplain Analysis 8 4.0 Grading Plan 10 4.1 Placement of Fill 10 4.2 Site Drainage 10 4.2.1 Existing Drainage Conditions 10 4.2.2 Proposed Drainage Conditions 11 4.3 Wetlands 11 5.0 Notice Requirements 12 5.1 Parcels Within 200 Feet 12 5.2 Mineral Rights 12 List of Figures Figure 2.1 Floodplain Illustration 4 List of Tables Table 2.2 Range of Velocities of Floodwaters at Site 5 Table 4.2.2 Estimated Flow Rates at Southern Drainage Way 11 Table 5.1 Parcels Within 200 Feet 12 Table 5.2 Mineral Interests 13 fie.141113,0G (WM., IS z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev app\resubmittal\rudd_fda_12022014.doc\\12/1 /14 Rudd - Floodplain Development Application List of Attachments Land Use Change Application Form Payment Agreement Form Statement of Authority Property Deeds Pre -Application Summary Figure 1: Vicinity Map Plan Sheets: Sheet 1: Floodplain Overlay Sheet 2: Floodway Overlay Sheet 3: Grading Plan Sheet 4: Grading Details and Site Profile Sheet 5: Existing Drainage Map Sheet 6: Proposed Drainage Map HEC -RAS Model Output Drainage Study: NRCS Soils Report TR -55 Runoff Calculations CONEWINKi z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev app\resubmittal\rudd_fda_12022014.doc\\12/1 /14 Rudd - Floodplain Development Application 1.0 Development Plan and Approach The subject parcels for proposed development are shown in Figure 1 (attached) and include three parcels owned by Wayne Rudd and/or Wayne Rudd Limited Liability Co.: Garfield County Parcel Nos.: • 217716300001 • 217716300002 • 217716300017 The total area of the three parcels is approximately 33.16 acres. The existing Garfield County zoning designation for all parcels is Rural. The parcels are mapped as an Urban Growth Area in the Garfield County Comprehensive Plan 2030. County Road 320 and Interstate 70 border the Site to the East and South, respectively. The rest stop owned and operated by the Colorado Department of Transportation borders the Site on the north and west. Together, the three parcels are referred to hereafter as the Site. The development plan proposes a phased approach: 1.1 First Phase The first phase of development is the subject of this application. This phase will undertake improvements to the Site to address existing floodplain issues. Activities will be limited to the importation and placement of fill and subsequent earthwork and grading so as to raise much of the Site to elevations at least one foot above the Base Flood Elevations (BFEs) indicated in the 1986 Flood Insurance Rate Maps (FIRMs). The proposed land use change from Table 3-403 of the Garfield County Land Use Code that most closely describes the proposed activities at the Site during the first phase is Industrial Uses; Service - Processing, Temporary. No new structures or facilities are proposed during the first phase. The placement of fill will occur on 25.8 acres within the Site. The net earthwork volume is approximately 170,000 cubic yards. The duration of the first phase will depend upon the availability of large quantities of acceptable fill material. Applicant estimates the first phase to take approximately 5-10 years. Applicant has been in communication with Garfield County to gather approximately 80,000 cubic yards of excess material from the Garfield County Fairgrounds. The importation of this fill material to the Site will commence pending the approval of this application. During the first phase, activities associated with the placement of fill are likely to be intermittent depending on the availability of acceptable fill material. With the Site's location proximate to 1-70, traffic should not be adversely affected during times when fill is being imported from outside of town. The expanse of the Site will allow for temporary sem. a t�z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev app\resubmittal\rudd_fda_12022014.doc 1 Rudd - Floodplain Development Application stockpiling of fill material such that subsequent grading can be staged and performed efficiently. Therefore minimal or negligible impacts are expected at the Site and adjacent areas resulting from the importation of fill and subsequent grading. 1.2 Second Phase The second phase of development will consist of final land development activities including design, permitting, and construction of structures and facilities. Applicant acknowledges that the second phase of development will require subsequent Land Use Change Applications with Garfield County. Proposed structures and facilities in future Land Use Change Applications will be elevated at least one foot above the Base Flood Elevations (BFEs) as a result of the proposed activities described in the first phase and will therefore not require additional floodproofing. 1.3 Basis For Phased Development Approach The Site location is appropriate for future development given its central, accessible location at the Rifle Interchange proximate to existing transportation infrastructure. The Site is mapped as an Urban Growth Area in the Future Land Use Map associated with the Garfield County Comprehensive Plan 2030. The phased development approach will allow Applicant to take into consideration local and regional development changes that may occur during the first phase. In this way the suitability and long-term success of development at the Site is better addressed. 1.4 Duration of Approval and Expiration Garfield County Land Use and Development Code Section 4-101 (H) allows the BOCC to identify the length of time for which an approved Land Use Change Permit is valid. Due to the anticipated project duration described above in 1.1, Applicant requests the initial permit duration be 5 years. In the event that adequate fill has not been imported during the first 5 years Applicant requests the right to a 5 -year continuance pending a status review by either County Staff or the BOCC. The continuance would be contingent upon Applicant's ability to demonstrate reasonable progress after 5 years and also that completion of the first phase is feasible within the subsequent 5 years. / 95513.1 MPC sem. a t�z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 2 app\resubmittal\rudd_fda_12022014.doc Rudd - Floodplain Development Application 2.0 Floodplain Analysis The initial floodplain analysis for the Site was performed by overlaying FIRMs on Site topographic data gathered during a detailed topographic survey performed on August 18, 2009. Additional analysis was performed using the U.S. Army Corps HEC -RAS river analysis software (v4.1) to estimate velocities of floodwaters at the Site as well to estimate potential rise to floodwater elevations caused by the proposed placement of fill. 2.1 Floodplain Overlay The Floodplain and Floodway overlays are included as Sheets 1-2. These flood maps were gathered from the effective Flood Insurance Rate Maps (FIRM) below: • FIRM Panel 085078 1353 D (1/3/1986) • FIRM Panel 085078 1354 D (1/3/1986) The FIRM panels listed above are the current effective flood maps for the Site and were developed in association with the Flood Insurance Study (FIS) for Garfield County dated January 3, 1986. FEMA is in the process of updating the FIS and FIRM panels for Garfield County, however the 100 -Year Floodplain and Floodway delineations remain unchanged at the Site in the preliminary updated maps. The primary changes to the maps involved updating the base mapping and converting BFEs from the previous vertical datum used (NGVD 29) to FEMA's preferred vertical datum (NAVD 88). The vertical offset between these two datum in the area of the Site is approximately +4 feet (to convert NGVD 29 to NAVD 88). The Floodplain overlays in Sheets 1-2 indicate the Site is located in a Special Flood Hazard Area (SFHA) with designation Zone A6. Zone A6 is old nomenclature sometimes found in older FIRMs and is equivalent to Zone AE used in more recent FIRMs. Zone AE are areas within the 100 -year Floodplain where a detailed study has been performed and BFEs are established. No other SFHA designations, such as Zone AO (areas of shallow flooding), are mapped at the Site. The Floodplain overlays also indicate the Site is located within the Flood Fringe, i.e. the Site is located outside of the Floodway, but within the 100 -year Floodplain. An illustration of the Site location with respect to the Floodway and Flood Fringe areas of the 100 -Year Floodplain is provided below: / 95513.1 MPC sem. a t�z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 3 app\resubmittal\rudd_fda_12022014.doc Rudd - Floodplain Development Application Figure 2.1— Floodplain Illustration FLOOD FRINGE -- -- The definition of the Flood Fringe from the Garfield County Land Use Code is provided below: That area of the Floodplain shown on the flood maps that lies outside of the Floodway, in which the depth and velocity of the water of the 100 -year flood do not present as serious a threat to life and property as do the depth and velocity of the 100 -year floodwater in the Floodway. It is that area of the 100 -Year Floodplain in which the use of fill and floodproofing techniques may be allowed for Development, without raising the water surface elevation of the 100 -year flood by more than 1/2 foot. -Garfield County Unified Land Code From the definition, the following implications to Site development are noted: ➢ Development within the Flood Fringe is allowable with the use of fill. ➢ Implicit to the Site's location within the Flood Fringe, development at the Site will not cause a rise to water surface elevations during the 100 -Year Flood by more than the maximum allowable amount. ➢ The depth and velocity of floodwaters in the Flood Fringe do not present as serious a threat to life and property compared to the Floodway (there is not proposed development in the Floodway at the Site). The depth of flooding at the Site was determined using the BFEs provided in the flood maps. The average depth of flooding during the 100 -Year Flood is 2-3 feet at the Site (refer to Sheets 3-4, specifically see the profile presented on Sheet 4 for the depth of flooding). 2.2 Hydraulic Modeling Additional analysis was performed using the U.S. Army Corps HEC -RAS river analysis software (v4.1). Two modeling scenarios were developed to assess flooding conditions both prior to and after the placement of proposed fill. Topographic data for the cross r95513.1113 sf KIMEMOG ta.A.K.fl z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 4 app\resubmittal\rud d_fda_12022014. d oc Rudd - Floodplain Development Application sections of the hydraulic model were developed using USGS National Elevation Dataset (NED). The NED topographic data is somewhat coarse, but is appropriate for use when modeling the approximately 1/2 mile wide floodplain in the area of the Site. Note that the NED topographic data elevations are not on the same vertical datum as the FIS, however the relative geometry with respect to channel slope, channel width, and overbank areas is representative of actual Site conditions based on a comparison to the FIS and survey data for the Site. The hydraulic model results indicated velocities in the left overbank area of the floodplain overlapping the Site to range between 2.5 to 3.5 ft/s during the 100 -year event. These are relatively low velocities and are in agreement with what can be expected in Flood Fringe areas. Table 2.2 provides a summary of the range of velocities expected at the Site during flooding: Table 2.2: Range of Velocities of Floodwaters at Site Flood Event Pre -Development (ft/s) Post -Development (ft/s) 10 -Year 0.5 - 2.0 0.5 - 2.0 50 -Year 2.0-3.0 2.0-3.0 100 -Year 2.5 - 3.5 2.5 - 3.5 Note: Velocit"es presented above were gathered from Site-specific HEC -RAS model. Comparison between pre -development and post -development hydraulic model results at the Site indicate the placement of fill does not have a noticeable effect on the depth of flooding or velocities of floodwaters. HEC -RAS model output is included at the end of this Application. / 95513.1 MPC sfter•BI..a cannaa... z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 5 app\resubmittal\rudd_fda_12022014.doc Rudd - Floodplain Development Application 3.0 Floodplain Development Review Criteria The location of the Site within the Flood Fringe and Applicant's proposed placement of fill to elevations at least one foot above the BFE is in compliance with the County's Land Use Code. The following subsections provide more detail with reference to the applicable sections of the Land Use Code. 3.1 Article 3 Specific reference to the items enumerated in Article 3, Section 3-301 is provided below: 3-301(A) Applicant's proposed Site development is in accordance with the County's Land Use Resolution, Table 3-301: Floodplain Overlay Use Restrictions: Applicant does not propose storing or processing of buoyant, flammable, or explosive materials; the entire Site is located outside of the Floodway such that the proposed placement of fill will not adversely affect the conveyance efficiency of the Floodway; and proposed uses will not result in substantial mobilization of debris or sediment (see section 3.0 for details pertaining to placement of fill at the Site). 3-301(B) and (C) All items enumerated in these sections are addressed by Applicant's proposal to elevate portions of the Site with fill. 3-301(D) Applicant does not propose any development in the Floodway (refer to Section 2.1 of this report and Sheets 1-2). 3-301(E) Areas designated as shallow flooding are not identified at the Site. These areas are typically designated as "AO" on the FIRMs. The SFHA designation at the Site is "Zone A6" according to the 1986 FIRMS for the Site (refer to Section 2.1 of this report and Sheets 1-2). 3-301(F) No structures are proposed in Phase 1. However, future structures constructed during Phase 2 will benefit from having the lowest adjacent grade elevated at least one foot above the BFE as a result of the placement of fill during Phase I. 3-301(G) Applicant's proposed placement of fill does not apply to Section 3-301(G) which concerns projects that would result in channelizing or diverting watercourses as a mechanism of flood defense. There are no existing watercourses at the Site. sem. a t�z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 6 app\resubmittal\rudd_fda_12022014.doc Rudd - Floodplain Development Application While the Site is located in the floodplain associated with the Colorado River, the Colorado River channel is located beyond the Site to the north. 3-301(H) Applicant proposes no new critical facilities. 3.2 Article 4 Items pertaining to Article 4 of the County's Land Use Code are discussed below. 3.2.1 Development in the 100 -Year Floodplain Specific reference to the items enumerated in Article 4, Section 4-109 is provided below: 4-109(C)(1) and (2) Applicant's proposed placement of fill to elevations at least one foot above the BFE removes the flood risk to future structures and facilities that may be constructed at the Site during phase 2. During the first development phase when Applicant is in the process of placing fill there exists a 1% chance from year to year that the 100 -Year Flood will occur, possibly resulting in some mobilization of sediment and/or erosion. However, the Site location in the Flood Fringe mitigates this risk as velocities from floodwaters at the Site will be low (Table 2.2, this report). An additional mitigating factor is that the nature of flooding at the Site is unlikely to occur suddenly given the large tributary basin size above the Site; Flooding events at this location on the Colorado River are historically associated with large spring runoff events which can be anticipated based on streamflow data and remaining basin snowpack. 4-109(C)(3) This possibility is mitigated by Applicant's proposal to place fill at the Site such that materials located above the BFE will not be affected by flood waters. During the interim period until placement of fill is completed this danger remains equal to what it is has been historically at the Site and is not otherwise exacerbated by Applicant's proposed activities. 4-109(C)(4) Applicant's proposed placement of fill to elevations at least one foot above the BFE removes the flood risk to future structures and facilities constructed at the Site making it more compatible with development plans. The area is also mapped as Urban Growth Area in the Garfield County Comprehensive Plan 2030. 4-109(C)(5) and (6) Applicant's proposed placement of fill to elevations at least one foot above the BFE increases the safety and accessibility for all vehicles in times of flood and sem. a t�z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 7 app\resubmittal\rudd_fda_12022014.doc Rudd - Floodplain Development Application will mitigate or eliminate the risk of damage at the Site thereby reducing risk and costs of government services. 4-109(C)(7) After placement of fill, only those areas along the northwestern edge of the proposed placement of fill (refer to grading plan, Sheets 3-4) will be exposed to floodwaters. The expected height of floodwaters adjacent to fill slopes during the 100 -Year Flood event is 2-3 feet, depending on the location (refer to the profile on Sheet 4). The velocities of flood waters in the Flood Fringe areas are not provided in the FIS. Applicant's engineer estimates such velocities to range between 1.0-3.5 ft/s based on hydraulic modeling analysis (refer to Table 2.2). The rate of rise is of floodwaters will likely be gradual based on the nature of flooding discussed in 4-109(C)(1). 4-109(C)(8) This section is not applicable to the Site. 4-109(C)(9) There are no alternative locations at the Site that are not subject to flooding. Virtually any type of development at the Site will require some method of floodproofing. Applicant proposes placement of fill. 4-109(C)(10) The area is also mapped as Urban Growth Area in the Garfield County Comprehensive Plan 2030. 3.2.2 Floodplain Analysis Specific reference to the items enumerated in Article 4, Section 4-203(0) is provided below: 4-203(0)(1) Site specific plans are presented in Sheets 1-6 showing all information enumerated in items (a)—(i). 4-203(0)(2) This item is not applicable for two reasons: 1) no structures are proposed at this time, and 2) any future structures constructed at the Site during Phase 2 will benefit from having the lowest adjacent grade elevated at least one foot above the BFE as a result of the placement of fill during Phase I and therefore will not require additional floodproofing. 4-203(0)(3) This item is not applicable at this time. Elevation certificates will be provided during Phase 2. LAWC41.0,1 440 9S300.1 Enw.[v,c CIX.AYFT:S z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 8 app\resubmittal\rud d_fda_12022014. d oc Rudd - Floodplain Development Application 4-203(0)(4) There are no existing watercourses at the Site. See prior discussion in Section 3.1 pertaining to item 3-301(G). Also refer to section 4.0 for details pertaining to Site drainage. 4-203(0)(5) This report was prepared by Jared Walter. Mr. Walter is a licensed engineer in the State of Colorado. He is also a Certified Floodplain Manager (C.F.M.) with the Association of State Floodplain Managers (ASFPM). Mr. Walter has over 10 years of experience in the area of water resources engineering, hydrology, hydraulics, and floodplain management. L.K.13,1 4n71.1 fr R.4 �� z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 9 app\resubmittal\rud d_fda_12022014. d oc Rudd - Floodplain Development Application 4.0 Grading Plan Specific information pertaining to various aspects of the placement of fill provided below: 4.1 Placement of Fill The proposed grading is presented in Sheets 3-4. Applicant's proposed placement of fill will elevate much of the Site to elevations at least one foot above the BFE. One foot is the minimum offset between lowest adjacent grade for a structure and the 100 -year floodwater surface. In this way, future development during Phase II will be ready for development after obtaining an elevation certificate without having to address further issues relating to the floodplain. The placement of fill will occur on 25.8 acres within the Site. The net earthwork volume is approximately 170k cubic yards. Areas elevated above the BFE will transition to existing grade with 3:1 side slopes with the toe of slope offset at least 10 feet from the property boundary. In this way conveyance of existing, off-site drainage patterns from existing culverts and/or other drainage structures will be left unaffected. All fill will be compacted to 90% dry density (ASTM D698). Revegetation of surface areas of newly placed fill material will be performed with application of a native seed mixture, preferably in the early spring. The proposed 3:1 side slope is very gradual and inherently stable. The gradual 3:1 side slope combined with revegetation measures is adequate mitigation to protect the fill from erosion caused by floodwaters considering the low velocities of floodwaters in the left overbank area of the floodplain overlapping the Site (also refer to Table 2.2) in the Flood Fringe. There will occasionally be times during which stockpiles of fill material may reside at the Site until a suitable amount has been accumulated to warrant subsequent grading activities. When Applicant is in the process of placing fill there exists a 1% chance from year to year that the 100 -Year Flood will occur, possibly resulting in setback and potentially some mobilization of sediment and/or erosion. 4.2 Site Drainage A drainage study was performed to estimate the possible change in runoff at the Site and its potential impact to adjacent areas resulting from the proposed placement of fill. The analysis addressed runoff under existing conditions and post -development conditions. Refer to Sheets 5-6 for drainage maps under both sets of conditions. 4.2.1 Existing Drainage Conditions Existing drainage conditions at the Site are shown in Sheet 5. Soils data for the Site indicates existing soils have a hydrologic soil group classification of C -D (relatively poor infiltration). This classification was taken into account in subsequent runoff estimates using TR -55 methodology. An NRCS soils report is included at the end of this Application. sem. a t�z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 10 app\resubmittal\rudd_fda_12022014.doc Rudd - Floodplain Development Application The majority of surface drainage at the Site under existing conditions is guided to the south of the Site. Adjacent to the Site to the south, but located off-site, is a drainage way comprised of a ditch and a series of 24 -inch RCP culverts. This drainage way collects runoff from approximately 15.8 acres located on the Site and an additional 5.7 acres located off-site. The drainage way outlet is located at an off-site pond. The remainder of drainage at the Site not otherwise conveyed through the southern drainage way is accomplished via sheet flow of infiltration to ponds located on site. 4.2.2 Proposed Drainage Conditions Proposed drainage conditions are shown in Sheet 6. Soils imported during placement of fill were conservatively assumed to have similar runoff characteristics as existing soils (i.e. hydrologic soils group C -D). The placement of fill at the Site results in decreasing the total area tributary to the southern drainage way from 21.5 acres to a total of 5.4 acres comprised mostly of off-site areas. Therefore, off-site drainage conditions are not exacerbated by the proposed placement of fill at the Site. Under proposed conditions, the majority of the Site will drain via sheet flow via infiltration to ponds located on site. Table 4.2.2 summarizes the estimated flow rates conveyed by the southern drainage way under existing and post development conditions. Runoff rates were estimated using TR -55 methodology. Drainage calculations using WIN-TR55 are included at the end of this Application. Table 4.2.2: Estimated Flow Rates at Southern Drainage Way Flood Event Pre -Development (cfs) Post -Development (cfs) 2 -Year 0.96 0.27 5 -Year 2.09 0.59 10 -Year 3.35 0.95 25 -Year 5.39 1.53 50 -Year 7.19 2.04 100 -Year 9.20 2.61 4.3 Wetlands Wetlands are shown in Sheets 3 and 5-6. Wetlands were delineated during the site survey performed on August 18, 2009. The proposed placement of fill will not encroach on existing wetlands at the Site. e95513.1 MPC sem. a t�z z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 11 app\resubmittal\rudd_fda_12022014.doc Rudd - Floodplain Development Application 5.0 Notice Requirements Garfield County Land Use and Development Code requires notice to adjacent property owners within 200 feet and also mineral rights owners. 5.1 Parcels Within 200 Feet Garfield County Land Use Code Section 4-101(E)(1)b.3 states that written notice is required for all parcels located within 200 feet of the subject parcels. Table 5.1 summarizes parcels located within 200 feet: Table 5.1: Parcels Within 200 Feet Parcel No. Name Address City State Zip 217716413003 Petrucci, Michelle 12094 County Rd. 320 Rifle CO 81650-9697 217716413002 Deming Richard G. & Fedora, Mary C. 12102 County Rd. 320 Rifle CO 81650-9697 217716300029 Trejo, Francisco Delira & Anna Maria 12095 County Rd. 320 Rifle CO 81650 217716413001 Gaines, Christine Reynolds 12134 County Rd. 320 Rifle CO 81650-9697 217716300044 Rifle, City of PO BOX 1908 Rifle CO 81650 217716300043 CDOT 222 S 6th Street, RM 317 Grand Junction CO 81501 5.2 Mineral Rights Garfield County Land Use Code Section 4-101(E)(4) states that written notice is required for all mineral interests in the subject property. Table 5.2 summarizes the mineral interests: 7/.7 LAWC.0,1 4.0 9S300.1111 EI.�L.fR�.Fi {9nsx[.nT z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 12 app\resubmittal\rud d_fda_12022014. d oc Rudd - Floodplain Development Application Table 5.2: Mineral Interests Name Address City State Zip Chad J. Barness 1607 Grand Avenue, Ste. 24 Glenwood Springs CO 81601 Basalt Trade Associates LLC 400 West Cody Lane Basalt CO 81621 Basalt Trade Associates LLC PO Box 710 Basalt CO 81621 Robert B. Emerson 117 Crystal Canyon Drive Carbondale CO 81623 Glen Brothers LLLP 2407 Meadowlark Ln. S le nwood Springs CO 81601 Layne Family Limited Partnership, LLLP 12011 County Road 320 Rifle CO 81650 MUB Energy Company LLC c/o Carla Bernklau 1102 Firethorn Ct. Rifle CO 81650 David W. Lawson Shirley B. Larson 11 Browning Dr. Rifle CO 81650 Lit.C.11,1 95513.141R1 z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev 13 app\resubmittal\rud d_fda_12022014. d oc LAND USE CHANGE APPLICATION FORM 21:/, Bur 1902 1011 Grand Avenue Glenwood Springs, CO 8s602 Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT4N TS 073) 995-5700 (970) 9951253 Far Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-countv.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION ■ Administrative Review ■ Development in 100 -Year Floodplain ■ Limited Impact Review ■ Development in 100 -Year Floodplain Variance ■ Major Impact Review ■ Code Text Amendment ■ Amendments to an Approved LUCP ❑ LIR ❑MIR ❑ SUP ■ Rezoning ❑ Zone District❑ PUD ❑ PUD Amendment ■ Minor Temporary Housing Facility ■ Administrative Interpretation ■ Vacation of a County Road/Public ROW ■ Appeal of Administrative Interpretation ■ Location and Extent Review ■ Areas and Activities of State Interest ■ Comprehensive Plan Amendment ❑ Major ❑ Minor ■ Accommodation Pursuant to Fair Housing Act ■ Pipeline Development ■ Variance ■ Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: Phone: ( Mailing Address: City: State: _ Zip Code: E-mail: Representative (Authorization Required) Name: Phone: ( Mailing Address: City: State: Zip Code: E-mail: PROJECT NAME AND LOCATION Project Name: Assessor's Parcel Number: Physical/Street Address: Legal Description: Zone District: Property Size (acres): [PROJECT DESCRIPTION Existing Use: Agriculture, vacant Proposed Use (From Use Table 3-403): Industrial - Service: Processing, Temporary Description of Project: Importation of fill and subsequent grading to elevate portions of the property shown in the attached drawings to an elevation 1' above 100 -year floodplain elevations. REQUEST FOR WAIVERS Submission Requirements ❑ The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: Section: Section: Section: Waiver of Standards 0 The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: Section: Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. AAtXwj_c re of Property Own L ,/z Date OFFICIAL USE ONLY File Number: - Fee Paid: $ PAYMENT AGREEMENT FORM 21:/, Bur 1902 1011 Grand Avenue Glenwood Springs, CO 8s602 Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT4N TS 073) 995-5700 (970) 9951253 Far Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") Wayne Ruud agree as follows: 1. The Applicant has submitted to the County an application for the following Project: Floodplain Development Permit Application - Rifle Interchange 2. The Applicant understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. hereby agree to pay all fees related to this application: Billing Contact Person: Wayne Ruud Billing Contact Address: City: Basalt 0132 Park Ave Phone: ( 970 ) 379-2422 Billing Contact Email: Wayne@ruddconstruction.com State: CO Zip Code: 81621 Printed Name of Person Authorized to Sign: Wayne Ruud KJj. LL (Signatuur r/2,5 -A/ (Date) STATEMENT OF AUTHORITY 21:/, Bur 1902 1011 Grand Avenue Glenwood Springs, CO 8s602 Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT4N TS 073) 995-5700 (970) 9951253 Far Garfield County STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of Rudd Limited Liability Company a Limited Liability Company (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity"), and states as follows: The name of the Entity is Rudd Limited Liability Company and is formed under the laws of Colorado The mailing address for the Entity is 0132 park Avenue, Basalt, CO 81621 The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the Entity is Wayne Rudd The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (if no limitations, insert "None"): None Other matters concerning the manner in which the Entity deals with any interest in real property are (if no other matter, leave this section blank): EXECUTED this a At 1) day of )e -w--,5 7).7a , 20 iY . Signature: (A.9 Name (printed): Title (if any):fir-- STATE OF 6,--e72 d )SS. COUNTY OF �/�G/C �� ) The f e1oi�ng instrument was acknowledged before me this o2 day of '���%��� , 20 /� �/ by vi'7� 12.f. , on behalf of ('4,,.,1 L- L c- , a CO /pLZ Witness my hand and official se My commission expires: ° f� [SEAL] v/ce (Date) A1-er-:/, 675 (N ary Public) CATHY C QUEEN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 0 19984014989 MY COMMISSION EXPIRES JUNE 01, 2018 PQ, Box 1905 1011 Grand Avenue Glenwood Springs, CO 8s602 PROPERTY DEEDS Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT4n TS )97 )9d5-5300 (WO) 9951253 Far I uiiii uiii niuii IE 11 1111 111111 111 11111 ilii iui 690161 01/09/2006 02!26P 81762 P681 M ALSDORF 1 of 2 R 11.00 D 20.00 GARFIELD COUNTY CO o'clock M. RECORDER. By DEPUTY. WARRANTY DEED THIS HEED , Made on this day of January 06, 2006 , between MIDLAND RIFLE, LLC of the County of L.u,l i C 1 r( RUDD LIMITED LIABILITY COMPANY and State of 00 fo A d ° of the Grantor(s), and whose legal address is : 132 PARK AVENUE BASALT, CO 81621 of the County of EAGLE and State of COLORADO , of the Grantee(s): WITNESS, That the Grantor(s), for and in consideration of the sum of ($200,000.00 ) *** Two Hundred Thousand and 00/100 *** DOLLARS the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the Grantee(s), his heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of GARFIELD and State of Colorado, described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF also known as street number 12317 COUNTY ROAD 320 RIFLE CO 81650 TOGETHER with all and singular and hereditaments and appurtenances thereto belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right title interest, claim and demand whatsoever of the Grantor(s), either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described with appurtenances, unto the Grantee(s), his heirs and assigns forever. The Grantor(s), for himself, his heirs and personal representatives, does covenant, grant, bargain, and agree to and with the Grantee(s), his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above Conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in taw, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever,. Subject to general taxes for tha year 2006 and those specific Exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Orantee(s) in accordance with Section 8a (Title Review) of the Contract to Buy and Sell Read Rotate relating to the above described real property; distribution utility easements, (including cable TV); those specifically described right' of third parties not shown by the public records of which Orantee(a) bas actual knowledge and which were accepted by Grantee(s) in accordance with Section ab °Vatter"' not Shown by the Public Records) and Section ec (Survey Review) of the Contract to Buy and Sell Real Estate relating to the above described read property; inclusion of the Property within any special tax district; and, the benefit and burdens of any declaration and party wall agreements, if any, and other NONE The Grantor(s) shall and wilt WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the Grantee(s), his heirs and assigns, against all and every person or persons lawfully claiming the whote or any part thereof. The singular number shall include the plural, and the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF the Grantor(s) has executed this deed on the date set forth above. STATE OF COLORADO )ss. County of GARFIELD MIDLAND RIFLE, LLC BY: CARL I. MIDLAND, MEMBER JESSICA REED NO TAF r iJBL1C ST GTE CJS. COLORADO My ComrniSs10fl Expires Auig. 2, 2007 The foregoing instrument was acknowledged before me on this day of January 05, 2006 by CARL J. MIDLAND AS MEMBER OF MIDLAND RIFLE, LLC My commission expires Witness my hand and official seal. r u Notary P lie Name and Address of Person Creating Newly Created Legal Desr r tion ( 38-35-106.5, C.R.S.) Escrow# GW248067 Title# GW248067 6.( When Recorded Return to: TWIN PINES REALTY Form 82 08/29/04 WD.OPEN WARRANTY DEED (Photographic) 1776 MIDLAND AVENUE, GLENWOOD SPRINGS, CO 81601 (2771084) 'n I iSllll IIIII 1111111 III IIII Illlllnmlll III IIIII .III 111 690161 01/09/2006 02:26P 81762 P682 M PLSDORF 2 of 2 R 11.00 D 20.00 GARFIELD COUNTY CO EXHIBIT A A PARCEL OF LAND SITUATED IN SECTION 16, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., LYING WESTERLY OF THE WESTERLY RIGHT OF WAY LINE OF THE COUNTY ROAD NO 320, AND BOUNDED BY A FENCE AS CONTRUCTED AND IN PLACE, SAID PARCEL QF LAND I5 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 16 BEARS SOUTH 04 DEGREES 28'38" EAST 2401.66 FEET; THENCE ALONG SAID FENCE SOUTH 71 DEGREES 51'37" WEST 38.77 FEET; THENCE NORTH 87 DEGREES 39'50" WEST 202.01 FEET; THENCE NORTH 84 DEGREES 48'31" WEST 310.37 FEET; THENCE NORTH 87 DEGREES 57'53" WEST 196.29 FEET; THENCE NORTH 08 DEGREES 07'19" WEST 218.53 FEET; THENCE SOUTH 85 DEGREES 54'08" EAST 266.65 FEET; THENCE NORTH 62 DEGREES 26'23" EAST 66.48 FEET; THENCE NORTH 88 DEGREES 37'21" EAST 87.31 FEET; THENCE NORTH 59 DEGREES 39'14" EAST 341.34 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD; THENCE SOUTH 08 DEGREES 55'00" EAST 439.12 FEET ALONG THE WESTERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD, THE POINT QF BEGINNING. EXCEPT ANY PORTION THEREOF DESCRIBED IN RULE AND ORDER RECORDED FEBRUARY 20, 1975 IN BOOK 469 AT PAGE 236. COUNTY OF GARFIELD STATE OF COLORADO. Form MUSHA 01/17/03 0W248067 VIII WANNI61 +410110111i3Vg;IieK YN11111 Recept ion*$ : 844823 12 3012013 04 28 46 PM Jean Rlberico o' 2 Rec Fe' $16 00 'oc Fee 20 00 GRRFIEi_0 CO 'MTV CO SPECIAL WARRANTY DEED THIS DEED, made this 3 et -1 1-• day of December, 201 , between SUSAN J. RUDD, whose address is 0052 Flying Fish Road, Carbondale, Colorado 81623 (Grantor), and RUDD LIMITED LIABILITY COMPANY, a Colorado Limited Liability Company, whose legal address is 0132 Park Avenue, Basalt, Colorado 81621 (Grantee): WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars and Other Good and Valuable Consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain, sell, convey and confirm, unto the Grantee and the Grantee's successors and assigns forever all the real property, together with any improvements thereon, located in the County of Garfield and State of Colorado described as follows: An undivided fifty percent (50°Ao) Tenant -In -Common interest, which 50% Tenant -In -Common interest comprises all of Grantor's interest, in and to the following described real property, to -wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF; together with, but without warranty whatsoever, all of Grantor's interest, if any, in and to all of the oil, gas and other minerals in and under, and that may be produced from the property described on Exhibit A; and together with, but without warranty whatsoever, any and all right, title, interest, claim and demand which the Grantor has or may have in to all waters, water rights, ditches, ditch rights. springs and spring rights, reservoirs, reservoir rights, wells and well rights of every kind or nature whether or not adjudicated, decreed and/or permitted, with all structures and appurtenances appurtenant to, arising upon, used in conjunction with, or decreed for use upon the property described on Exhibit A, including but not limited to one (1) share of water in the Loesch and Crann Ditch Company. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee, and the Grantee's heirs and assigns forever. The Grantor, for himself, his heirs and personal representatives, does covenant and agree that the Grantor shall and will WARRANT AND FOREVER DEFT ND the above -bargained premises, in the quiet and peaceable possession of the Grantee and the heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof, by, through or under the Grantor except and subject to unpaid but accrued taxes for this calendar year, easements, restrictions, reservations and any other matters of record as of the date hereof and any rights of way of record, or situate and in use as of the date hereof. IN WITNESS WHEREOF, the Grantor has executed this deon the date set h abo.* n; SUSAN J. RUDD i ` J '..;LEVE STATE OF COLORADO -'"ss •F?,rte COUNTY OF The foregoing instrument was acknowledged before me this 3&/1./ day of December, 2013, by Susan J. Rudd. Witness my hand and official seal. My commission expires: 3 -o' -(—(G Notary Public After recording please return to. Timothy A Thulson Balcomb & Green. P C. P 0 Drawer 790 Glenwood Springs, CO 81602 C nd . P111 Eird11111J II' IV'"FISI!ain NA!'jrk�i 11 III Reception#: 844823 12/30/2013 04 28.46 PM Jean Rlberico 2 of 2 Rec Fee $16 00 Doc Fee.20.00 GRRFIELD COUNTY CO EXHIBIT A A PARCEL OF LAND SITUATED IN SECTION 16, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL OF LAND NOW BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE SOUTHWEST CORNER OF SECTION 16 A GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE, BEARS S47°33'46"W 2759.07 FEET; THENCE N68°16'06"E 533.83 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD 320; THENCE S09°02'20"E ALONG SAID RIGHT OF WAY LINE 139.62 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY LINE S88°56'56"W 16.13 FEET; THENCE S24° 12'54"W 249.61 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE I-70; THENCE S70°38'41 "W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE 214.17 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY LINE S69°12'52"W 441.00 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE N00°31'49"W 105.70 FEET; THENCE S89°59'43"W 198.14 FEET; THENCE N18°07'34"W 300.00 FEET; THENCE N88°54'04"E 185.44 FEET; THENCE N89°46'04"E 322.10 FEET TO THE POINT OF BEGINNING CONTAINING 6.869 ACRES MORE OR LESS. 1111 C Ae' N .11"1:1!11 f 1111 Reception#: 844824 12/30/2013 04 28.46 PM Jean Alberico 1 of 2 Rec Fee $16 00 Doc Fee 20 00 GARFIELD COUNTY CO SPECIAL WARRANTY DEED THIS DEED, made this304,day of December, 2015 between WAYNE RUDD, whose address is 0132 Park Avenue, Basalt, Colorado 81621 (Grantor), and RUDD LIMITED LIABILITY COMPANY, a Colorado Limited Liability Company, whose legal address is 0132 Park Avenue, Basalt, Colorado 81621 (Grantee): WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars and Other Good and Valuable Consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain, sell, convey and confirm. unto the Grantee and the Grantee's successors and assigns forever all the real property, together with any improvements thereon, located in the County of Garfield and State of Colorado described as follows: An undivided fifty percent (50°.o) Tenant -In -Common interest, which 50°•o Tenant -In -Common interest comprises all of Grantor's interest, in and to the following described real property, to -wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF; together with, but without warranty whatsoever, all of Grantor's interest, if any, in and to all of the oil, gas and other minerals in and under, and that may be produced from the property described on Exhibit A; and together with, but without warranty whatsoever, any and all right, title, interest, claim and demand which the Grantor has or may have in to all waters, water rights, ditches, ditch rights, springs and spring rights, reservoirs, reservoir rights, wells and well rights of every kind or nature whether or not adjudicated, decreed and/or permitted, with all structures and appurtenances appurtenant to, arising upon, used in conjunction with, or decreed for use upon the property described on Exhibit A, including but not limited to one (1) share of water in the Loesch and Crann Ditch Company. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee, and the Grantee's heirs and assigns forever. The Grantor, for himself, his heirs and personal representatives, does covenant and agree that the Grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises, in the quiet and peaceable possession of the Grantee and the heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof, by, through or under the Grantor except and subject to unpaid but accrued taxes for this calendar year, easements, restrictions, reservations and any other matters of record as of the date hereof and any rights of way of record, or situate and in use as of the date hereof. IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth b STATE OF COLORADO � COUNTY OF t The foregoingVO/ instrument was acknowledged before me this 364t' day of December, 2013, by Wayne Rudd. ) ss. ) p•-• . ,kk SUSAN =raw. Witness my hand and official seal. C My commission expires: 3 —a (— /6 d�. _da.K� �� Notary Public After recording please retum to. Timothy A. Thulson Balcomb & Green, P.C. P. O. Drawer 790 Glenwood Springs, CO 81602 1111 Ili CIEZIMPIIlib? 1iI mk intronab11111 Reception#: 844824 12/30/2013 04:28.46 PM Jean Alberico 2 of 2 Rem Fee $16 00 Doc Fee 20 00 GARFIELD COUNTY CO EXHIBIT A A PARCEL OF LAND SITUATED IN SECTION 16, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL OF LAND NOW BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE SOUTHWEST CORNER OF SECTION 16 A GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE, BEARS S47°33'46"W 2759.07 FEET; THENCE N68°16'06"E 533.83 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD 320; THENCE S09°02'20"E ALONG SAID RIGHT OF WAY LINE 139.62 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY LINE S88°56'56"W 16.13 FEET; THENCE S24°12'54"W 249.61 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE I-70; THENCE S70°38'41 "W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE 214.17 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY LINE S69°12'52"W 441.00 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE N00°31'49"W 105.70 FEET; THENCE S89°59'43"W 198.14 FEET; THENCE N18°0734"W 300.00 FEET; THENCE N88°54'04"E 185.44 FEET; THENCE N89°46'04"E 322.10 FEET TO THE POINT OF BEGINNING CONTAINING 6.869 ACRES MORE OR LESS. , 1111 fi+'raltrl MME NI Irfin ,40/10110 Ali 11111 Receptiontt 844821 12,30 20'3 04 28 46 PM Jean Rlberico 1 o` 2 Rec Fee $16 n0 Doc Fee 13 75 GRRF'E_D C0'.NTY CO SPECIAL WARRANTY DEED THIS DEED, made this 36-14.-, day of December, 2015, between SUSAN J. RUDD, whose address is 0052 Flying Fish Road, Carbondale, Colorado 81623 (Grantor), and RUDD LIMITED LIABILITY COMPANY, a Colorado Limited Liability Company, whose legal address is 0132 Park Avenue, Basalt, Colorado 81621 (Grantee): WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars and Other Good and Valuable Consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain, sell, convey and confirm, unto the Grantee and the Grantee's successors and assigns forever all the real property, together with any improvements thereon, located in the County of Garfield and State of Colorado described as follows: An undivided fifty percent (50°0) Tenant -In -Common interest, which 50% Tenant -In -Common interest comprises all of Grantor's interest, in and to the following described real property, to -wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF; together with, but without warranty whatsoever, all of Grantor's interest, if any, in and to all of the oil, gas and other minerals in and under, and that may be produced from the property described on Exhibit A; and together with, but without warranty whatsoever, any and all right, title, interest, claim and demand which the Grantor has or may have in to all waters, water rights, ditches, ditch rights, springs and spring rights, reservoirs, reservoir rights, wells and well rights of every kind or nature whether or not adjudicated, decreed and/or permitted, with all structures and appurtenances appurtenant to, arising upon, used in conjunction with, or decreed for use upon the property described on Exhibit A. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. To HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee, and the Grantee's heirs and assigns forever. The Grantor, for himself, his heirs and personal representatives, does covenant and agree that the Grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises, in the quiet and peaceable possession of the Grantee and the heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof, by, through or under the Grantor except and subject to unpaid but accrued taxes for this calendar year, easements, restrictions, reservations and any other matters of record as of the date hereof and any rights of way of record, or situate and in use as of the date hereof IN WITNESS WHEREOF, the Grantor has executed this dee n the date set f h above, SUSAN J. RUDD STATE OF COLORADO ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this 30&.day of December, 2013, by Susan J. Rudd. Witness my hand and official seal. My commission expires: 3 - .L / —/ G [tom . (4 Notary Public After recordina please retum to Timothy A Thulson Balcomb & Green, P C. P 0 Drawer 790 Glenwood Springs, CO 81602 1111 RIFJP,1:Viti 111WIN? VII 11 III Reception#: 844821 12/30/2013 04 28.46 PM Jean Rlberico 2 of 2 Rec Fee $16 00 Doc Fee:13.75 GARFIELD COUNTY CO EXHIBIT A A PARCEL OF LAND SITUATED IN SECTION 16, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A REBAR AND CAP (ILLEGIBLE) WHENCE THE SOUTHWEST CORNER OF SAID SECTION 16 BEARS S36°18'14"W 2298.29 FEET; THENCE ALONG THE EASTERLY BOUNDARY OF THE RIFLE REST AREA FOR THE NEXT THREE COURSES: N00°44' 18"E 503.11 FEET; THENCE N41°44'46"E 177.88 FEET; THENCE N52°36'16"E 270.59 FEET; THENCE DEPARTING SAID REST AREA BOUNDARY S08°33'06"E 194.60 FEET; THENCE S88°23'32"E 196.29 FEET; THENCE S85°14'10"E 310.37 FEET; THENCE S88°05'29"E 202.01 FEET; THENCE N71°25'58"E 37.55 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF COUNTY ROAD 320; THENCE S09°02'20"E ALONG SAID RIGHT OF WAY 379.06 FEET; THENCE DEPARTING SAID RIGHT OF WAY S68° 16'07"W 533.83 FEET ALONG A LINE AS DESCRIBED IN A QUIT CLAIM DEED RECEPTION NO.741384; THENCE CONTINUING ALONG SAID LINE THE NEXT TWO COURSES S89°46'04"W 322.10 FEET; THENCE S88°54'04"W 185.44 FEET; THENCE S18°07'34"E 300.00 FEET ALONG A LINE AS DESCRIBED IN A DEED RECEPTION NUMBER 744430; THENCE N89°59'43"E 198.14 FEET; THENCE S00°31'49"E 105.70 FEET TO THE NORTHERLY RIGHT OF WAY OF INTERSTATE 70; THENCE S69°12'52"W ALONG SAID RIGHT OF WAY 668.15 FEET; THENCE LEAVING SAID RIGHT OF WAY AND ALONG THE EASTERLY BOUNDARY OF THE RIFLE REST AREA THE NEXT THREE COURSES: N14°07'07"E 105.80 FEET; THENCE N19°17'07"E 400.10 FEET; THENCE NO2°30'44"E 143.04 FEET TO THE POINT OF BEGINNING CONTAINING 19.145 ACRES MORE OR LESS. 1111 room wit ; wed i 111111 Reception#: 844822 12/30/2013 04 28.46 PM Jean Rlberico 1 of 2 Rec Fee $16 00 Doc Fee 13 75 GARFIELD COUNTY CO SPECIAL WARRANTY DEED THIS DEED, made this -30-1C--dayof December, 20 , between WAYNE RUDD, whose address is 0132 Park Avenue, Basalt, Colorado 81621 (Grantor), and RUDD LIMITED LIABILITY COMPANY, a Colorado Limited Liability Company, whose legal address is 0132 Park Avenue, Basalt, Colorado 81621 (Grantee): WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars and Other Good and Valuable Consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain, sell, convey and confirm, unto the Grantee and the Grantee's successors and assigns forever all the real property, together with any improvements thereon, located in the County of Garfield and State of Colorado described as follows: An undivided fifty percent (50%) Tenant -In -Common interest, which 50% Tenant -In -Common interest comprises all of Grantor's interest, in and to the following described real property, to -wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF: together with, but without warranty whatsoever, all of Grantor's interest, if any, in and to all of the oil, gas and other minerals in and under, and that may be produced from the property described on Exhibit A; and together with, but without warranty whatsoever, any and all right, title, interest, claim and demand which the Grantor has or may have in to all waters, water rights, ditches, ditch rights, springs and spring rights, reservoirs, reservoir rights, wells and well rights of every kind or nature whether or not adjudicated, decreed and/or permitted, with all structures and appurtenances appurtenant to, arising upon, used in conjunction with, or decreed for use upon the property described on Exhibit A. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. To HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee, and the Grantee's heirs and assigns forever. The Grantor, for himself, his heirs and personal representatives, does covenant and agree that the Grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises, in the quiet and peaceable possession of the Grantee and the heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof, by, through or under the Grantor except and subject to unpaid but accrued taxes for this calendar year, easements, restrictions, reservations and any other matters of record as of the date hereof and any rights of way of record, or situate and in use as of the date hereof. IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth ab v STATE OF COLORADO COUNTY OF �-....ate The foregoing instrument was acknowledged before me this 3&i -'day of December, 2013, by Wayne Rudd. ) .. ) P..:...jJ !SAN 4CLEVE; 4iF CO - Witness my hand and official seal. My commission expires: 3 --a../ �(o After recording please retum to Timothy A. Thulson Baicomb & Green, P.C. P. 0 Drawer 790 Glenwood Springs. CO 81602 Notary Public ■IIIIKOMPfILr tier rI09 PU04141,01 11111 Reception#: 844822 12/30/2013 04.28:46 PM Jean Rlberico 2 of 2 Rec Fee:$16 00 Doc Fee:13 75 GRRFIELD COUNTY CO EXHIBIT A A PARCEL OF LAND SITUATED IN SECTION 16, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A REBAR AND CAP (ILLEGIBLE) WHENCE THE SOUTHWEST CORNER OF SAID SECTION 16 BEARS S36°18'14"W 2298.29 FEET; THENCE ALONG THE EASTERLY BOUNDARY OF THE RIFLE REST AREA FOR THE NEXT THREE COURSES: N00°44'18"E 503.11 FEET; THENCE N41 °44'46"E 177.88 FEET; THENCE N52°36'16"E 270.59 FEET; THENCE DEPARTING SAID REST AREA BOUNDARY S08°33'06"E 194.60 FEET; THENCE S88°23'32"E 196.29 FEET; THENCE S85°14'10"E 310.37 FEET; THENCE S88°05'29"E 202.01 FEET; THENCE N71°25'58"E 37.55 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF COUNTY ROAD 320; THENCE S09°02'20"E ALONG SAID RIGHT OF WAY 379.06 FEET; THENCE DEPARTING SAID RIGHT OF WAY S68°16'07"W 533.83 FEET ALONG A LINE AS DESCRIBED IN A QUIT CLAIM DEED RECEPTION NO.741384; THENCE CONTINUING ALONG SAID LINE THE NEXT TWO COURSES S89°46'04"W 322.10 FEET; THENCE S88°54'04"W 185.44 FEET; THENCE S18°07'34"E 300.00 FEET ALONG A LINE AS DESCRIBED IN A DEED RECEPTION NUMBER 744430; THENCE N89°59'43"E 198.14 FEET; THENCE S00°31149"E 105.70 FEET TO THE NORTHERLY RIGHT OF WAY OF INTERSTATE 70; THENCE S69°12'52"W ALONG SAID RIGHT OF WAY 668.15 FEET; THENCE LEAVING SAID RIGHT OF WAY AND ALONG THE EASTERLY BOUNDARY OF THE RIFLE REST AREA THE NEXT THREE COURSES: N14°07'07"E 105.80 FEET; THENCE N19°17'07"E 400.10 FEET; THENCE NO2°30'44"E 143.04 FEET TO THE POINT OF BEGINNING CONTAINING 19.145 ACRES MORE OR LESS. PRE -APPLICATION SUMMARY 21:/, Bur 1902 1011 Grand Avenue Glenwood Springs, CO 8s602 Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT4N TS 073) 995-5700 (970) 9951253 Far GARFIELD COUNTY Community Development Department 108 81h Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com PRE -APPLICATION CONFERENCE SUMMARY Pre -App Date: June 18, 2014 STAFF: Gale Carmoney PROJECT: Rudd Limited Liability CO PARCEL(s): 217716300002 OWNER(s): Rudd Limited Liability CO REPRESENTATIVE(s): Tom Zancanella and Jared Walter- Zancanella and Associates PRACTICAL LOCATION: 19.14 Acres West of CR 320 south of CDOT Rest Area and Northwest of I-70 Interchange TYPE OF APPLICATION: Floodplain Development ZONING: R, Rural GENERAL PROJECT DESCRIPTION On June 18, 2014 Tom Zancanella and Jared Walter, described a general development plan for this 19 acre parcel. At that time there was no specific use defined for a development plan. There is still some uncertainty about how much fill would be used or building area coverage. The entire parcel is in an A6 flood Zone on the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM). The Base Flood Elevations have been determined for this area. This area has a history of flooding during spring time high water events on the Colorado River. In fact neighboring parcels and homes have been affected by flood waters within the last ten years. There have been discussions between the Colorado Department of Transportation (CDOT), the City of Rifle and Mr. Rudd on plans for future improvements to the interchange area which include the Rudd parcel. Any future development plans, including any flood plain applications will be forwarded to CDOT and the City of Rifle for referral, APPLICATION SUBMITTAL The applicant is to provide three copies of the new floodplain development submittal. Once the submittal is determined to be complete three additional copies will be required for review by the county's consultant engineer, CDOT and City of Rifle. Below is an outline of the sections of the Land Use Development Code that need to be addressed in your submittal and the review and approval process for this application. I. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS: • Floodplain Overlay Regulations (Section 3-301) • Development in the 100 year Floodplain (Section 4-109) • Table 4-102 Common Review Procedures and Required Notice • Table 4-201 Submittal Requirements • Section 4-203 Submittal Requirements as applicable • Section 4-203 (0) Floodplain Analysis Outlined below is a list of information typically required for this type of application: • A narrative describing the request, type of development proposed and addressing the review criteria in Sections 4-109 and 4-203 (0); • Application Form, payment of application fees and signed Payment Agreement Form; • Proof of property ownership (title work or copy of deed) and information on any lien holders; • Names and addresses of all property owners within 200 feet of subject parcel and all mineral owners or lessees of the subject parcel; • Statement of Authority or Letter of Authorization, as appropriate; • Copy of Pre -Application Conference Summary; • Vicinity Map showing boundaries of subject parcel and area within 3 mile radius; • Site Plan showing parcel boundaries, current and proposed improvements; II. REVIEW PROCESS The Floodplain Development Permit will be processed pursuant to Section 4-103, Administrative Review Process and consistent with Table 4-102 Common Review procedures for Floodplain Development as follows: 1. Pre -application Meeting (June 18, 2014) 2. Submittal of Application (3 paper copies at submittal, after deemed Technically Complete, three additional paper copies plus all materials on Compact Disc); 3. Completeness Review by staff (ten business days); 4. Notice from staff to applicant with schedule and request of additional copies for referral agencies; 5. Applicant submits copies (including any new information requested from staff in Completeness review) for referral agencies and departments; 6. Date established for Directors Decision; 7. Applicant prepares and sends Public Notice 15 days prior to Director's Determination (notice is mailed Certified Return Receipt to all property owners wlin 200 feet of site and owners of mineral rights on the property); 8. Staff report preparation; 9. Director's Decision (Approximately 30 days after final copies of application are received), will include any conditions for permit issuance; 10. There is a 10 day "Call Up" period after the Director's Decision to address the applicant's or public's issue with the determination. If a CaII Up is warranted, a public hearing before the Board of County Commissioners (BOCC) will held at the earliest available scheduled public meeting. Public Hearing (s): Referral Agencies: X Director Determination (with notice) _ Planning Commission _ Board of County Commissioners (only if called up for review) _ Board of Adjustment May include but is not limited to: Garfield County Attorney Consultant Engineer for Garfield County Colorado Department of Transportation City of Rifle III. APPLICATION REVIEW FEES Planning Review Fees: $ 400 Total Deposit: $ (additional hours are billed at $40.50 /hour) General Application Processing Staff reviews application for completeness and sends to referral agencies for comments. The applicant will be contacted to arrange a site visit. Staff will then review the application to determine if it meets the analysis criteria, and make a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. The Director's Decision is subject to a 10 day call up period which may result in a public hearing before the BOCC. The pre -application summary is valid for six (6) months only from the date of the written summary. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre -application Summary Prepared by: Gale Carmoney Attachments: N/A 7/1/14 A digital version of Land Use Applications are available on-line at: http://www.garfield- county.com/community-development/planning-division.aspx Please refer to the above noted sections of the Land Use Development Code: http://www.garfield- county.com/community-development/land-use-regulations.aspx TAPlanning\Current Planninglhand Use Change Pennits\Floodplain Development\Rudd-CR320 at 1-70 InterchangetPreApp memo.docx PQ, Box 1905 1011 Grand Avenue Glenwood Springs, CO 8s602 VICINITY MAP Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT414 TS )97 )9d5-5300 (WO) 9951253 Far Z:\97000's\97404 Rudd, Wayne\97404.11 Rifle Interchange\GIS\VicinityMap.mxd . y Y 'Zt. i';,= ! Source: E'sri,DigitalGlobe Geo,�Ey�e 1iubed, Earthstar Geographics,% i1 ,CNES/Airbus DS, USDA`; USG ADX Getmapping, Mrrogrid,O GN;, IGP, swisstopd, and the GIS User,Cornmlurity, Cop• yright,© 2013 National Geograpt)ic Society, i -cubed) r ir.::' Vicinity Map DATE: Aug. 20, 2014 DRAWN BY: JAW CHKD BY: BCP APPD BY: TAZ CLIENT: Rudd LLC ZANCANELLA AND ASSOCIATES, INC. ENGINEERING CONSULTANTS POST OEIEICE BOX 1908 - 1011 GRAND AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 949-0700 FIGURE No: PROJECT: 97404 PQ, Box 1905 1011 Grand Avenue Glenwood Springs, CO 8s602 PLAN SHEETS Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT4n TS )97 )9d5-5300 (WO) 9951253 Far NOTES: 1. FIRM PANEL 085078 1353 D MAP REVISED: 1/3/1986 2. FIRM PANEL 085078 1354 D MAP REVISED: 1/3/1986 3. BASE FLOOD ELEVATIONS PRESENTED PRESENTED ARE IN VERTICAL DATUM NGVD 29 4. REFER TO FLOODWAY OVERLAY (SHEET 2) FOR THE FLOODWAY BOUNDARIES SHOWN ON THIS OVERLAY. 250 0 Floodway GRAPHIC SCALE 250 500 h Imd 1000 ( IN FEET ) ZONE A 'er LIMIT OF DETAILED STUDY 5308 ZONE 8 5310 TRIPP onlvE Dftch BYP ZONE A6 F tn w w 3 Al OF RIFLE Road ZONE B A 15291-' 5300 STREET 1ST Rt w! APPROXIMATE SCALE IN FEET 500 0 11111E"'"... .� 500 0 z 7 f 4 I IICITY OF RIFLE ZONE C R M64 ZONE C 5293 FLOODW AYE ZONE B ZONE C DENVER AND RIO GRANDE WESTERN GAR COU ZONE A6 SITE: GARCO PARCEL NOS. • 217716300001 • 217716300002 • 217716300017 ZONE C LIMIT OF DETAILED STUDY CITY OF RIFLE L._._ e,.1..,,.,.,......,. REV. NO. 10 5 12 8 20 14 12 2/14 REVISION MADE BY CHKD BY PRELIMINARY GRADING FLOODPLAIN DEVELOPMENT APP FLOODPLAIN DEVELOPMENT APP APPD BY TPB TPB TPB FLOODPLAIN OVERLAY SCALE: 1" = 500' DRAWN BY: JAW DATE: AUGUST 20, 2014 CHKD BY: TPB APPD BY: TPB SHEET: 1 OF 6 DRAWING: a > r m x D ZONE C6 7 SouTH 9TH _.----gym -t o CORPORATE LIMITS RIFLE INTERCHANGE ZANCANELLA AND ASSOC/AYES, /NC. ENG/NEER/NG CONSUL TANTS POST OFFICE BOX 1908 - 1011 GRAND AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700 FIGURE NO. PROJECT 97404 Rudd, Wayne\ HUTTON AVENUE NOTES: CARFIELD COUNTY 1. FIRM PANEL 085078 1353 D MAP REVISED: 1/3/1986 LIMIT OF 2 DETAILED STUDY 2ND STREET eer 2. FIRM PANEL 085078 1354 D MAP REVISED: 1/3/1986 TRIPP DnfVE Ditch BYP 1- N w 1ST CITY OF RIFLE RM64 3. BASE FLOOD ELEVATIONS PRESENTED PRESENTED ARE IN VERTICAL DATUM NGVD 29 4. REFER TO FLOODPLAIN OVERLAY FOR THE BASE FLOOD ELEVATIONS PRESENTED. 5298 DENVER AND • RIO GRANDE —T— 1 WE TERN .011.1711. GAR COU Base Flood Elevation KEY TO MAP 500•Yt1e1 f conic (iuund:ny 1IIU•Yr er 1 Iona Ltnondnry I I001)WAY 1RINC+L fLUO1)WAY 10O•Y..0 flood Buuudnry 500 -Year 1 food Boundary Apprn.rmatc 100-Ycer f cored Boundary (los. Seri inn Linc 1.Icvalinn Relerenec 115 .,,1 River Mile RM7X •M1.5 SITE: GARCO PARCEL NOS. • 217716300001 • 217716300002 • 217716300017 NOTES TO USER Boundaries of the flood ways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard 10 requirements of the federal Lmergencv Management Agency. This map was Vlepated to facilitate flood plain management activities only; it may not show all special flood hazard areas in the community or all planimetric features outside of the flood plain. Rete, 10 the latest official Flood Insurance Rate Map for any additional areas of special hood hazard. Floodway widths in some areas may he too narrow to show to scale. Refer to Floodway Data Table where flundway width is shown at 1/20 inch. for adjoining map panels, sec separately printed Index 10 Map Panels. CITY OF RIFLE IN LIMIT OF DETAILED STUDY 0 J 0 Z W Z 0 REV NO DATE REVISION MADE BY KNIENWAR1 MN 8 20 14 2/2 /14 PRELIMINARY GRADING FLOODPLAIN DEVELOPMENT APP FLOODPLAIN DEVELOPMENT APP JAW JAW CHKD BY APPD BY TPB TPB TPB FLOODWAY OVERLAY RIFLE INTERCHANGE SCALE: 1" = 500' DRAWN BY: JAW DATE: AUGUST 20, 2014 CHKD BY: TPB APPD BY: TPB SHEET: 2 OF 6 DRAWING: ZANCANELLA AND ASSOC/A TES, /NC. ENC/NEER/NC CONSUL TANTS POST OFFICE BOX 1908 — 1011 GRAND AVENUE GLENW00D SPRINGS, COLORADO 81602 (970) 945-5700 FIGURE NO. PROJECT: 97404 5298 Base Flood Elevation Floodplain Floodway Property Boundary - 33.2 acres Area Removed From Floodplain by Fill - 25.8 acres 5300 Index Contour (Existing) 5302- Minor Contour (Existing) 5300 Index Contour (Proposed) Minor Contour (Proposed) Wetlands NOTES: 1. VERTICAL DATUM: NGVD29 2. 8/7/2011 AERIAL PHOTOGRAPH GRAPHIC SCALE 100 100 200 400 ( IN FEET ) FL OODWA Y / \ \ / / ti0�� \ \ / \ FL OODPLA/N \ ( \ 1 1 1 \` 29O 02�34— \,,c,,..,1 W 5298- \ \\ \o / FL OODl7UA Y PARCEL BOUNDARY rioWETLANDS \\ \ • NMI REV. NO. DATE REVISION MADE CHKD APPD BY BY BY ®10 5 12 PRELIMINARY GRADING JAW MVW TRB FLOODPLAIN DEVELOPMENT APP vI1MVW TPB FLOODPLAIN DEVELOPMENT APP JAW MVW TPB PROPOSED GRADING SCALE: 1" = 200' DATE: AUGUST 20, 2014 SHEET: 3 OF 6 DRAWN BY: I CHKD BY: I APPD BY JAW I TPB I TPB DRAWING: RIFLE INTERCHANGE ZZ4NCZ4NELLA AND ASSOC/A7775; /NC ENG/NEER/NC CONSUL TANTS POST OFFICE BOX 1908 - 1011 GRAND AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700 FIGURE NO. PROJECT: 97404 ELEVATION (FT) 5320 5310 5300 5290 5280 5270 EX STORM rn o ao 5320 d LoMME + N .-Lo -5310 Q > ( PROPOSED GRADE X 0)1— ___z wcnz _ _ \ - 5300 CR 320 00 YEAR FLOOD SURFACE EX/ST/NG GRADE - 5290 - 5280 5270 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 PROPOSED GRADE F1' (M/N) VAR/ES r STATION (FT) EAST -WEST SECTION 0 3 10' (M/N) EX/ST/NG GRADE TYPICAL FILL SLOPE N.T.S. 100 YEAR FLOOD SURFACE VAR/ES PARCEL BOUNDARY O3 ELEVATION (FT) REV. DATE REVISION N0. 0 10/5/12 PRELIMINARY GRADING 1 8/20/14 FLOODPLAIN DEVELOPMENT APP 2 12/2/14 FLOODPLAIN DEVELOPMENT APP MADE CHKD APPD BY BY BY JAW MVW TPB JAW MVW TPB JAW MVW TPB GRADING DETAILS SITE PROFILE SCALE: DATE: SHEET: AS NOTED AUGUST 20. 2014 4 OF 6 DRAWN BY: CHKD BY: APPD BY: DRAWING: JAW TSB TPB RIFLE INTERCHANGE ZANCANELLA AND ASSOC/ATS /NC. ENG/NEER/NG CONSUL TANTS POST OFFICE BOX 1908 - 1011 GRAND AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700 FIGURE NO. PROJECT: 97404 Rudd, Wayne \974 Drainage Way/Ditch Culvert Drainage Basin Surface Drainage Gradient Entry Point for Off -Site Drainage Property Boundary 5300 Index Contour (Existing) 5302Minor Contour (Existing) NOTES: 1 BASINS 1-4 ARE DRAINED BY THE SERIES OF OFF-SITE 24" RCP CULVERTS LOCATED ALONG THE SOUTHERN PROPERTY BOUNDARY. THIS SERIES OF CULVERTS DRAINS FROM EAST TO WEST, CONTRARY TO THE SURFACE DRAINAGE GRADIENT IN SOME LOCATIONS. 2. ALL REMAINING AREAS WITHIN THE SITE OUTSIDE OF BASINS 1-4 DRAIN VIA SHEET FLOW OR INFILTRATION TO THE PONDS SHOWN IN THE AERIAL PHOTOGRAPH 3. 8/7/2011 AERIAL PHOTOGRAPH GRAPHIC SCALE 100 0 100 200 400 ( IN FEET ) larit4 .! t4; t ;;Atv • / i,.�*.: WETLANDS GRATED /NLET (COLLECT/ON PO/NT FOR BASIN 4) DRA/NAGE WA Y/D/TCH EX /6" CMP I 11 OFF--S/TE DRA/NAGE 0 OFF--S/T: ORA/NAGE 529 �,/�530 02 304 5302 78" CMP 5298 OUTLET, 24" RCP (SEE NOTE 1) REV /NLET, 24" RCP (COLLECT/ON PO/NT FOR BASIN 3) ORA/NAGE WA Y/D/TCH (COLLECT/ON PO/NT FOR BASIN 1) /NLET, 24" RCP (COLLECT/ON PO/NT FOR BASIN 2) OUTLET, 24" RCP 13 n 11� 1�1 "INOFF-S/TE DRA/NAGE - - /0 NO DATE REVISION 0 10/5/12 PRELIMINARY GRADING 1 8/20/14 FLOODPLAIN DEVELOPMENT APP 2 12/2/14 FLOODPLAIN DEVELOPMENT APP MADE CHKD APPD BY BY 81' JAW MVW TP8 JAW MVW TPB JAW MVW TPB EXISTING SITE DRAINAGE SCALE: DATE: SHEET: 1" = 200' AUGUST 20, 2014 5 OF 6 DRAWN BY: CHKD BY: APPD BY: DRAWING: JAW TPB TPB RIFLE INTERCHANGE ZANCANELLA AND ASSOC/A TES, /NC. ENG/NEER/NC CONSUL TANTS POST OFFICE BOX 1908 - 1011 GRAND AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700 SHEET NO. PROJECT: 97404 04 R dd, way e 9 404 11 Drainage Way/Ditch Culvert Drainage Basin Surface Drainage Gradient i Entry Point for Off -Site Drainage Property Boundary 5300 NOTES: Index Contour (Proposed) Minor Contour (Proposed) 1. BASINS 1-4 WILL CONTINUE TO BE DRAINED BY THE SERIES OF OFF-SITE 24" RCP CULVERTS LOCATED ALONG THE SOUTHERN BOUNDARY OF THE SITE. 2. ALL REMAINING AREAS WITHIN THE SITE OUTSIDE OF BASINS 1-4 WILL DRAIN VIA SHEET FLOW OR INFILTRATION TO THE PONDS SHOWN IN THE AERIAL PHOTOGRAPH. 3. 8/7/2011 AERIAL PHOTOGRAPH 100 0 GRAPHIC SCALE 100 200 400 ( IN FEET ) DRA/NAGE WA Y/D/TCH EX 76" CMP ` ,OFF--S/TE DRA/NAGE / ',air,' rt WETLANDS GRATED /NLET (COLLECT/ON PO/NT FOR BASIN 4) ir%OFF-S/TE DRA/NAGE OUTLET, 24" RCP (SEE NOTE 1) REV DATE Nu /NLET, 24" RCP DRA/NAGE WA Y/D/TCH (COLLECT/ON PO/NT FOR BAS/N 1) /NLET, 24" RCP OUTLET, 24" RCP 78" CMP 1n 1� 1 ti4OFF-S/TE DRA/NAGE REVISION 0 10/5/12 PRELIMINARY GRADING 1 8/20/14 FLOODPLAIN DEVELOPMENT APP 2 12/2/14 FLOODPLAIN DEVELOPMENT APP MADE CHKD APPD 130 BY BY JAW MVW TPB JAW MVW TPB JAW MVW TPB PROPOSED SITE DRAINAGE SCALE: DATE: SHEET: 1" = 200' AUGUST 20, 2014 6 OF 6 DRAWN 80: CHKD BY: APPD BY: DRAWING: JAW TPB TPB RIFLE INTERCHANGE ZANCANELLA AND ASSOC/A TES, /NC. ENG/NEER/NC CONSUL TANTS POST OFFICE BOX 1908 - 1011 GRAND AVENUE GLENW00D SPRINGS, COLORADO 81602 (970) 945-5700 SHEET NO. PROJECT: 97404 HEC -RAS MODEL OUTPUT Note: Hydraulic modeling was performed using HEC - RAS v4.1. The cross section plots presented herein is selected output for the 100 -year flood event. Additional model results associated with the 10 -year, 50 -year, and 500 -year flow rates is available upon request. A Profile Summary Table is also provided for the 10 -year, 50 -year, and 100 -year flow rates to demonstrate the basis for claims made in the Application that flood velocities at the Site will be relatively low. Electronic copies of the HEC - RAS files can also be made available upon request. P,Q, Bax 1908 1011 Grand Avenue Glenwood Springs, CO 8.92 Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT414 TS 0731 .5-5300 (WO) 9951253 Far Z:\97000's\974n4 Rudd Wavna\974n4 11 Rifle IntPrchanne\GIS\Hvdrolnav mxd dr I r Asklke • 1.4 :ate 705 Air 1" 'A Notes: Topographic data for cross sections extracted from USGS 10m NED data. Upstream and downstream boundary conditions computed based on "Normal Depth" option in HEC -RAS using channel slopes gathered from profiles taken from the Garfield County FIS. 1 aDmia Esri, Dig CN-3/Ai bus DS, USD swisstope,and co Iglaw Geographic Ae ogrid,1 OC Jo [Ke3po Hydraulic Model Cross Section Locations DATE: Nov. 26, 2014 DRAWN BY: JAW CHKD BY: TPB APPD BY: TPB CLIENT: Rudd LLC /\< \ ZANCANELLA AND ASSOCIATES, INC. ENGINEERING CONSULTANTS POST OI'I'EICE BOX 1908 - 1011 GRAND AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 949-0700 FIGURE No: PROJECT: 97404.11 HEC -RAS River: Colorado Reach: Test Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Vel Left Vel Chnl Vel Right Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft/s) (ft/s) (ft/s) (sq ft) (ft) Test 1180 10 -Year Existing 23900.00 5067.24 5081.40 0.47 8.27 2901.78 1842.09 0.48 Test 1180 10 -Year Post 23900.00 5067.24 5081.40 0.47 8.27 2901.78 782.09 0.48 Test 1180 50 -Year Existing 37900.00 5067.24 5083.82 1.91 10.14 1.16 3999.20 1993.93 0.54 Test 1180 50 -Year Post 37900.00 5067.24 5083.82 1.91 10.14 1.16 3999.20 933.92 0.54 Test 1180 100 -Year Existing 45000.00 5067.24 5084.78 2.53 10.96 1.55 4479.84 1999.87 0.55 Test 1180 100 -Year Post 45000.00 5067.24 5084.78 2.53 10.96 1.55 4479.84 939.87 0.55 Test 680 10 -Year Existing 23900.00 5067.18 5079.83 1.19 9.57 2608.12 1305.90 0.57 Test 680 10 -Year Post 23900.00 5067.18 5079.83 1.19 9.57 2608.12 817.35 0.57 Test 680 50 -Year Existing 37900.00 5067.18 5081.48 2.29 12.33 0.40 3477.17 1588.13 0.71 Test 680 50 -Year Post 37900.00 5067.18 5081.48 2.29 12.33 0.40 3477.17 996.17 0.71 Test 680 100 -Year Existing 45000.00 5067.18 5082.08 2.76 13.59 0.98 3863.23 1692.92 0.77 Test 680 100 -Year Post 45000.00 5067.18 5082.08 2.76 13.59 0.98 3863.23 1063.15 0.77 Test 0 10 -Year Existing 23900.00 5067.21 5078.42 1.84 7.55 3931.86 1238.34 0.51 Test 0 10 -Year Post 23900.00 5067.21 5078.42 1.84 7.55 3931.86 1238.34 0.51 Test 0 50 -Year Existing 37900.00 5067.21 5080.22 2.91 8.53 0.87 5868.88 1599.74 0.53 Test 0 50 -Year Post 37900.00 5067.21 5080.22 2.91 8.53 0.87 5868.88 1599.74 0.53 Test 0 100 -Year Existing 45000.00 5067.21 5080.93 3.28 9.02 1.19 6764.35 1770.92 0.54 Test 0 100 -Year Post 45000.00 5067.21 5080.93 3.28 9.02 1.19 6764.35 1770.92 0.54 RS = 1180 .06 .035 .06 5095- - - • WS 100 -Yea Ve 5090- 0 Ws Ns 5085 •- / //�j��////sfus t: 1.76 5080: w 5075- z rus Grnd � 5070: Inaff BanSta 50651 1 0 500 1000 1500 Station (ft) RS = 680 2000 2500 .06 • .035 , , .06 5090: Legend I; .r067 -17e; ws .r067-17e;.r067-17e;-ar 5085: 0 "s z ft/: 0 5080 - 5075 - totes (i w12 fes 14 fl/s 5070: G Ynd loan Bank 91» 5065 0 500 1000 1500 Station (ft) RS = 0 2000 2500 3000 .06 A .035 .06 5090- Legend -Ae WS 100-Year 5085 o ws z1ua c 5080 �� 6Pos m ail 5075- 8 W W 10 Ns 5070- Gr�nd !nee • Bank Sta 5065 0 500 1000 1500 2000 2500 3000 Station (ft) RS = 0 .06 A .035 .06 Al 5090- Legend -00--� WS 100-Year 5085 ' o WS ' z ws c 5080- '''/7//// ` aws 0 @ 6ws ail 5075- t_ 8W I - lows Ground and Bank Ste 5065 , 0 500 1000 1500 2000 Station (ft) RS = 1180 2500 3000 .06 .035 a¢ .06-d 5095 Legend A W6"' ws -vear 1ao 5090- o ws 2W 5085• e j���� aws ii 5080 = aws a'�10 ft/s w 5075- 12 fUs Ground 5070- Be !Ste 5065, , 0 500 1000 1500 Station (ft) RS = 680 1 2000 2500 .06 D< • .035 a< .06 5090: Legend —S•�-- WS loo-veer 5085= 0 we zw: 4Pos c 5080 sve o _ 16 5075— ail w -12 tt/s 140/s 5070- G nd mr Be?Ste 5065 0 500 1000 1500 2000 2500 3000 Station (ft) DRAINAGE STUDY (NRCS SOILS REPORT & TR -55 RUNOFF CALCULATIONS) 21:/, Bur 1902 1011 Grand Avenue Glenwood Springs, CO 8s602 Z4NC4NELL4 .Ann 45soo4TEs, INC, ENGINEERING CONSULT4N TS 073) 995-5700 (970) 9951253 Far USDA United States aim Department of Agr culture \CS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Rifle Area, Colorado, Parts of Garfield and Mesa Counties Rudd Limited Liability Co. December 1, 2014 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/portal/ nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means 2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 Soil Map 5 Soil Map 6 Legend 7 Map Unit Legend 8 Map Unit Descriptions 8 Rifle Area, Colorado, Parts of Garfield and Mesa Counties 10 27—Halaquepts, nearly level 10 65—Torrifluvents, nearly level 11 References 12 4 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 5 39° 31' 39" N 39° 31' 16" N Custom Soil Resource Report Soil Map Map Scale: 1:3,470 if printed on A portrait (8.5" x 11") sheet Meters 0 50 100 200 300 Feet 0 150 300 600 900 Map projection: Web Mercator Comer coordinates: WG584 6 39° 31'39"N 39° 31' 16" N Custom Soil Resource Report MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons o Soil Map Unit Lines 0 Soil Map Unit Points Special Point Features • Blowout 01 Borrow Pit X Clay Spot Closed Depression Gravel Pit Gravelly Spot L Landfill Lava Flow Marsh or swamp Mine or Quarry • Miscellaneous Water O Perennial Water Rock Outcrop ▪ Saline Spot Sandy Spot .a Severely Eroded Spot 14. 0 Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation t++ Rails r ,.+ Interstate Highways US Routes Major Roads Local Roads Background III Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 8, Sep 22, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 7, 2011—Sep 3, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background gery displayed on these maps. Asa result, some minor shifting 7 of map unit boundaries may be evident. Custom Soil Resource Report Map Unit Legend Rifle Area, Colorado, Parts of Garfield and Mesa Counties (C0683) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 27 Halaquepts, nearly level 33.1 99.9% 65 Torrifluvents, nearly level 0.0 33.1 0.1% Totals for Area of Interest 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 8 Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 9 Custom Soil Resource Report Rifle Area, Colorado, Parts of Garfield and Mesa Counties 27—Halaquepts, nearly level Map Unit Setting National map unit symbol: jnxr Elevation: 5,400 to 7,400 feet Frost -free period: 101 to 135 days Farmland classification: Not prime farmland Map Unit Composition Halaquepts, nearly level, and similar soils: 85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Halaquepts, Nearly Level Setting Landform: Terraces, fans, valleys Landform position (three-dimensional): Tread Down-slope shape: Convex, linear Across -slope shape: Convex, linear Parent material: Alluvium Typical profile H1 - 0 to 8 inches: clay loam H2 - 8 to 24 inches: loam H3 - 24 to 60 inches: stratified very gravelly cobbly sand Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.60 in/hr) Depth to water table: About 0 inches Frequency of flooding: Occasional Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Gypsum, maximum in profile: 5 percent Salinity, maximum in profile: Slightly saline to moderately saline (8.0 to 16.0 nn mhos/ cm) Sodium adsorption ratio, maximum in profile: 30.0 Available water storage in profile: Low (about 3.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6w Hydrologic Soil Group: C/D 10 Custom Soil Resource Report 65—Torrifluvents, nearly level Map Unit Setting National map unit symbol: jnz3 Elevation: 5,000 to 7,000 feet Mean annual precipitation: 12 to 15 inches Mean annual air temperature: 46 to 48 degrees F Frost -free period: 90 to 120 days Farmland classification: Not prime farmland Map Unit Composition Torrifluvents and similar soils: 85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Torrifluvents Setting Landform: Distributaries, rivers, flood plains Down-slope shape: Linear, convex Across -slope shape: Linear, convex Parent material: Alluvium Typical profile H1 - 0 to 36 inches: loam H2 - 36 to 60 inches: sand Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Moderately well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: About 12 to 36 inches Frequency of flooding: Occasional Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Gypsum, maximum in profile: 1 percent Salinity, maximum in profile: Nonsaline to slightly saline (2.0 to 8.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 2.0 Available water storage in profile: Moderate (about 7.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: C References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/ portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 12 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. http://www.nrcs.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres. usda.gov/wps/portal/nres/detail/national/soils/? cid=nres142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2 052290.pdf 13 WinTR-55 Current Data Description --- Identification Data --- User: JAW Date: 10/31/2014 Project: Rifle Interchange Units: English SubTitle: Drainage Analysis Areal Units: Acres State: Colorado County: Garfield Filename: Z:\97000's\97404 Rudd, Wayne\97404.11 Rifle Interchange\Drainage Analysis\Existing.w55 Name - -- Sub -Area Data --- Description Reach Area(ac) RCN Tc Existing Basins 1-4 Outlet 21.5 82 1.015 Total area: 21.50 (ac) - -- Storm Data -- Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr (in) (in) (in) (in) (in) (in) (in) 1.05 1.29 1.5 1.79 2.02 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> WinTR-55, Version 1.00.10 2.26 .91 Page 1 10/31/2014 1:29:03 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Storm Data Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr (in) (in) (in) (in) (in) (in) (in) 1.05 1.29 1.5 1.79 2.02 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> WinTR-55, Version 1.00.10 2.26 .91 Page 1 10/31/2014 1:29:03 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) SUBAREAS Existing 0.96 2.09 3.35 5.39 7.19 9.20 REACHES OUTLET 0.96 2.09 WinTR-55, Version 1.00.10 3.35 5.39 7.19 9.20 Page 1 10/31/2014 1:29:03 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Hydrograph Peak/Peak Time Table Sub -Area Peak Flow and Peak Time (hr) by Rainfall Return Period or Reach 2 -Yr 5 -Yr 10 -Yr 25-Yr50-Yr 100 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (hr) (hr) (hr) (hr) (hr) (hr) SUBAREAS Existing 0.96 2.09 3.35 5.39 7.19 9.20 12.68 12.63 12.57 12.54 12.53 12.55 REACHES OUTLET 0.96 2.09 3.35 5.39 7.19 9.20 WinTR-55, Version 1.00.10 Page 1 10/31/2014 1:29:03 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) Existing 21.50 1.015 82 Outlet Basins 1-4 Total Area: 21.50 (ac) WinTR-55, Version 1.00.10 Page 1 10/31/2014 1:29:03 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) Existing SHEET 100 0.0100 0.060 SHALLOW 800 0.0050 0.050 CHANNEL 1150 WinTR-55, Version 1.00.10 0.500 0.181 0.195 0.639 Time of Concentration 1.015 Page 1 10/31/2014 1:29:03 PM JAW Sub -Area Identifier Rifle Interchange Drainage Analysis Garfield County, Colorado Sub -Area Land Use and Curve Number Details Land Use Hydrologic Sub -Area Curve Soil Area Number Group (ac) Existing Paved parking lots, roofs, driveways D .2 98 Gravel (w/ right-of-way) D .75 91 Pasture, grassland or range (fair) C 10.275 79 Pasture, grassland or range (fair) D 10.275 84 Total Area / Weighted Curve Number WinTR-55, Version 1.00.10 21.5 82 Page 1 10/31/2014 1:29:03 PM WinTR-55 Current Data Description --- Identification Data --- User: JAW Date: 10/31/2014 Project: Rifle Interchange Units: English SubTitle: Drainage Analysis Areal Units: Acres State: Colorado County: Garfield Filename: Z:\97000's\97404 Rudd, Wayne\97404.11 Rifle Interchange\Drainage Analysis\Proposed.w55 Name - -- Sub -Area Data --- Description Reach Area(ac) RCN Tc Proposed Basins 1-4 Outlet 5.4 82 .858 Total area: 5.40 (ac) - -- Storm Data -- Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr (in) (in) (in) (in) (in) (in) (in) 1.05 1.29 1.5 1.79 2.02 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> WinTR-55, Version 1.00.10 2.26 .91 Page 1 10/31/2014 1:33:09 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Storm Data Rainfall Depth by Rainfall Return Period 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr 1 -Yr (in) (in) (in) (in) (in) (in) (in) 1.05 1.29 1.5 1.79 2.02 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> WinTR-55, Version 1.00.10 2.26 .91 Page 1 10/31/2014 1:33:09 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 2 -Yr 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) SUBAREAS Proposed 0.27 0.59 0.95 1.53 2.04 2.61 REACHES OUTLET 0.27 0.59 WinTR-55, Version 1.00.10 0.95 1.53 2.04 2.61 Page 1 10/31/2014 1:33:09 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Hydrograph Peak/Peak Time Table Sub -Area Peak Flow and Peak Time (hr) by Rainfall Return Period or Reach 2 -Yr 5 -Yr 10 -Yr 25-Yr50-Yr 100 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (hr) (hr) (hr) (hr) (hr) (hr) SUBAREAS Proposed 0.27 0.59 0.95 1.53 2.04 2.61 12.54 12.48 12.46 12.43 12.41 12.42 REACHES OUTLET 0.27 0.59 0.95 1.53 2.04 2.61 WinTR-55, Version 1.00.10 Page 1 10/31/2014 1:33:09 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) Proposed 5.40 0.858 82 Outlet Basins 1-4 Total Area: 5.40 (ac) WinTR-55, Version 1.00.10 Page 1 10/31/2014 1:33:09 PM JAW Rifle Interchange Drainage Analysis Garfield County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) Proposed SHEET 100 0.3000 0.150 SHALLOW 500 0.0050 0.050 CHANNEL 1150 WinTR-55, Version 1.00.10 0.500 0.097 0.122 0.639 Time of Concentration .858 Page 1 10/31/2014 1:33:09 PM JAW Sub -Area Identifier Rifle Interchange Drainage Analysis Garfield County, Colorado Sub -Area Land Use and Curve Number Details Land Use Hydrologic Sub -Area Curve Soil Area Number Group (ac) Proposed Paved parking lots, roofs, driveways D .07 98 Gravel (w/ right-of-way) D .25 91 Pasture, grassland or range (fair) C 2.54 79 Pasture, grassland or range (fair) D 2.54 84 Total Area / Weighted Curve Number WinTR-55, Version 1.00.10 5.4 82 Page 1 10/31/2014 1:33:09 PM P.O. Box 1908 1011 Grand Avenue Glenwood Springs, CO 81602 Z4NC4NELL4 AND 455oc141-E5, INc. ENGINEERING CONSULTANTS December 2, 2014 Glenn Hartman Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Via Hand Delivery (970) 945-5700 (970) 945-1253 Fax Re: Rudd Floodplain Permit (file No. FDPA-8052) Mr. Hartman: Enclosed are the following items for your review: • Floodplain Development Application w/ attachments (x3) • Electronic Copy of Floodplain Development Application w/ attachments (x3) This is a revised submittal taking into consideration the items enumerated in your Completeness Letter dated September 22, 2014. Please do not hesitate to contact us with any questions pertaining to this Application. Very truly yours, Zancanella & Associates, Inc. Jared A. Walter, P.E., C.F.M. Attachments Zancanella & Associates, Inc. December 2, 2014 Page 1 z:\97000's\97404 rudd, wayne\97404.11 rifle interchange\floodplain dev app\resubmittal\transmittal_ letter_12022014.doc