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Home My WebLink About20000625 Sin Sanas alien ela anOolt aaaa aaa TuttleApplegate,Inc. Consultants for Land, Mineral and Water January 31, 2000 Kim Ogle Weld County Dept. of Planning Services 1555 North 17th Avenue Greeley, CO 80631 RE: CAMAS Colorado, Inc., Riverview Resources, Flood Hazard Development Permit Dear Kim: Recently we submitted a Floodplain Hazard Development Permit application for this project. Prior to accepting the application, you requested more information regarding the site plan for the processing area (Cell 6) and its elevation above the 100-year water surface elevation (WSE). With this letter you will find a schematic plan for the processing area. The plan gives the general locations of facilities contained in the processing area. As you can see, about half the processing area is within the 100-year floodplain. To be conservative, our floodplain analysis assumed that the processing area would block all floodwaters. In reality, this is not true. There will be openings between structures for floodwaters to pass through the processing area. Within the floodplain, the processing area will contain product stockpiles and structures. These structures will include the crusher, screen plant, wash plant, office, and truck scale. The base of all structures within the floodplain will be elevated one foot above the 100-year WSE of 4708.5 feet. Please make this letter and schematic plan part of our application. Also enclosed is the application fee of$180 by check#19292. Cordially, TUTTLE APPLEGATE, INC. 49M2 Dana Moore, EIT DM/jro Enclosures EXHIBIT CC: Mike Refer �� Connie Davis 2000-0625 TA File #99-182 11990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive. • Suite 200 • Loveland, CO 80536-8855 (303) 452-6611 • Fax (303) 452-2759 (970) 461-9884 • Fax (970) 613-1177 fK114. Pt PutPieters5511ti ARM I V i2vIE-i1 t rugr-Ec� i-Cc'.p 1 kiv . Er ctrvr-t-oil-I kr-r I .it rC \ EXISTING \ CIPI\EWAY 29 ■ L " J1 �'— ' -' Ili f I r'^ k y +; / � . 0``t fOP5OL/ LAC-ATVI 1 at- I f7RNNAGE Z1 nrca+ I _ • 20' R.O.W. r mot. ..... non 17E171CATION rClitti. o^ " . 11 ir CONOCO GA5 LINE • 1/44.7S. EXISTING nIRN gybe 1 14 01101 _ LAWLA E l 1 110_*fvxA1w)KAGE 764; BERM II '1' �ISEE SECTION 2 I c. ? I( \ CONVEYOR INFO j FORMAL Of ` ^11 a++� 1 1 PRGt2551NG nu A 1HI5 AAA a I ` I'O�x )_' �' , lI Q�`, EXISTING iv 0 , 113If Ne CONClEtEPLANf • g � .mr--__ ' � {q%�IN ° hu r3 ,� a -too, . T * � C__ G4-ro8:C Ft) / I� - \ DIY ENrERANCE �� 11 ;.� 1 \ • � 1 CELL 1 • _ / c%rnuJG BASIN) \\\ Po " / S . ; 1 Economy \ / v, . . / WVERCkOW7GA��\IE ill f �'? . rnNG DA51N GI'Q• 1Kt,7 - . I ALI 1.6 • icXo CAMAS COLORADO, INC. RIVER VIEW RESOURCES Flood Hazard Development Permit Application Weld County, Colorado Prepared by: =se Lr- liittleApplegate,Inc. Consultants for Land,Mineral and Water Development 11990 Grant Street,Suite 304,Denver,CO 80233 TA# 99-182 January, 2000 Riverview Resources Project No. 99-182 Application Form DEPARTMENT OF PLANNING SERVICES 1555 N. 17th Avenue, Greeley, Colorado 80631 Phone: (970) 353-6100, Ext. 3540 Fax: (970) 304-6498 FLOOD HAZARD DEVELOPMENT PERMIT APPLICATION Application Fee Receipt Number Case Number Firm Map Number CAMAS Colorado, Inc. Name of Applicant c/o Tuttle Applegate, Inc. Date 1-12-2000 Address 11990 Grant Street, Suite 304, Denver, CO 80233 Home Phone N/A Work Phone 303-452 6611 Parcel Number (12 digit number found on Tax I.D. Information or obtained in the Assessor's Office. Legal Description of the Property Please see attached Zoning District Agricultural Total Acreage +/- 32.5--Acres 1. General Description of Proposed Development: (Check when applicable) Manufactured Home or Residential Non-Residential Mobile Home New Construction X New Construction On Single Lot Addition or Improvements X Addition or Improvements In Mobile home Park In Subdivision X Fill Material Fill Material Fill Material Watercourse Alteration In Mobile Home Subdivision Other 2. Brief Narrative Description of Proposed Development: Sand and gravel mining operation _along the Cache la Poudre River - USR-897 and Amended USR-897 3. Property located in designated FW (Floodway) District? Yes X No If answered yes, certification shall be provided by a registered professional engineer that the property use or structure, when built, will not cause any increase in floodwater levels during an intermediate regional flood (100-year flood) or will limit or restrict the flow capacity of the floodway. 4. Property located in a designated FP-1 or FP-2 (Floodprone) District? Yes X No Rev: 1-27-97 7 Legal Description ALL THAT PART OF THE N''A AND THE N''h OF THE S%2 OF SECTION 32, TOWNSHIP 6 NORTH, RANGE 66 WEST OF THE 6TH P.M. LYING NORTH OF THE CACHE LA POUDRE RIVER. AND THAT PARCEL OF LAND SITUATE IN THE WEST HALF OF THE WEST HALF OF SECTION 33 AND THE EAST HALF OF THE EAST HALF OF SECTION 32, BOTH IN TOWNSHIP 6 NORTH, RANGE 66 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. AND BEING A PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 6 NORTH, RANGE 66 WEST OF THE 6TH P.M. LYING NORTH OF THE CENTERLINE OF THE CACHE LA POUDRE RIVER AND ALSO THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 6 NORTH, RANGE 66 WEST OF THE 6 PSI P.M. LYING NORTH OF THE CACHE LA POUDRE RIVER, COUNTY OF WELD, STATE OF COLORADO, ALSO KNOWN AS LOT B OR RECORDED EXEMPTION NO. 0805-32-1-RE 1539, RECORDED OCTOBER 28, 1993 IN BOOK 1408 AS RECEPTION NO 23570787. TOGETHER WITH A PARCEL OF LAND SITUATE IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 6 NORTH, RANGE 66 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. Riverview Resources Project No. 99-182 Weld County Zoning Ordinance Section 26.4 Explanation WELD COUNTY ZONING ORDINANCE SECTION 26.4 STANDARDS Following is an explanation of how the standards in Section 26.4 of the Zoning Ordinance have been, or will be, met. The intended land use of the permitted property is sand and gravel mining, with asphalt and concrete production at the processing area. This complies with permitted uses in the Floodway and Floodprone Districts, as well as the underlying Agricultural Zoning District. Structures will consist of an office, asphalt plant, batch plant, scale office, shop, crusher, and screener. These will all be located in the processing area in the northwest corner of the property. The offices will be floodproofed by raising their lowest floor elevations one foot above the 100-year water surface elevation. The remaining structures are not considered habitable, and will consist of basic foundations and skeletal supports. Watertightness and the equalization of hydrostatic pressures is not applicable. There will be some small encroachments in the Floodprone District, but no limitations or restrictions on the flow capacity of the floodway. The encroachments will consist of structures and product stockpiles within the processing area, and overburden and topsoil stockpiles in the outer fringe of the Floodprone District and bordering the floodway. The reclaimed condition of the property will be at or below the existing topography, and will not adversely affect the floodplain. The effect of the processing area and stockpiles on the 100-year floodplain has been analyzed using a hydraulic model of the Cache la Poudre River. The results indicate that the processing area and product stockpiles will effect the water surface elevation slightly on the far west side of the property between the processing area and 83`d Avenue. It will not affect any houses or private property downstream. The impact is approximately a tenth of a foot rise in the expected 100-year water surface elevation. Within the accuracy limits of the model, this is considered insignificant. Overburden material placed just outside the floodway and in the outer fringes of the floodplain in Cells 2 and 4, as shown on the Flood Hazard Development Permit (FHDP) map, will cause a maximum rise of 0.04 feet in the expected 100-year water surface elevation between 71st Avenue and the processing area. This is less than half an inch, and again, is considered insignificant. Please refer to the Floodplain Impact Analysis section of this submittal package for more detailed information. Water supply to the processing area will be provided through the Shark's Tooth and/or Northern Weld County Water District line at the northwest corner of the property. The distribution location is above the 100-year floodplain. Additional potable water will be supplied by bottled water at convenient locations for employees. There will be no sanitary sewer treatment systems on site. Port-o-let toilets will be placed at convenient locations for employees. Based on recommendation of the Weld County Health Department, the office may be served by an individual sewage disposal system, which will be located above the 100-year water surface elevation. 1 There will be no storage of flammable or explosive materials in the floodway. Stockpiled material may be placed down in some of the pits that are within the floodway, with the tops of the piles below the elevation of the surrounding topography. This will contain the material in the event of a flood, and keep it from affecting the floodway. Stockpiles may also be placed within the bounds of the floodway above the pits during the low flow season (October I through March 31s`). Electrical, heating, ventilation, plumbing, and other service facilities associated with the offices will be located above the 100-year flood elevation. Construction of the processing area will be done with materials and utility equipment that resist flood damage. Methods and practices that minimize flood damage will be followed. Most of the structures in the processing area, located in the fringe of the floodplain, will be skeletal in structure and attached to concrete foundations. Floodwater should be able to move easily through and around them, so they should not require any additional anchoring to prevent floatation, collapse, or lateral movement. The offices will be raised up outside of the 100-year floodplain. Initially, there will be no oil or gas production facilities on site. However, any future facilities will comply with Section 53.7.1.14 of the Zoning Ordinance. No part of the site is within the AO Zone. Structures will be floodproofed by elevating. Certification has been provided that the lowest floor will be constructed one foot above the 100-year water surface elevation. There are no existing structures on the site. Fill material will consist of temporary fill to raise the processing area, backfilled slopes on the reclaimed lakes, and backfilled dikes to divide some of the lakes. The processing area is located where velocities are slow on the outer fringe of the floodplain, and erosion is unlikely. It is possible that the banks of the lakes could sustain some damage during a flood, but after the establishment of vegetation, it is unlikely. Spillways in the dikes will offer protection and allow floodwater to pass between the lakes. In the event that erosion does occur in any of these locations, the resulting sediment should be contained in the lakes and will not be carried downstream off of the property. The reclaimed condition of the site was also analyzed with the hydraulic model. The effect of the lakes will be to provide more conveyance and storage area for floodwaters. Results show that the expected 100-year water surface elevation will be lowered between 0.5 and 2.0 feet across the site. This change will not affect property owners upstream of 83`d Avenue or downstream of 7151 Avenue. Accompanying the lower water surface elevations, the model also indicated a significant increase in the river channel velocity just downstream of the 83`d Avenue bridge. 2 This increase is a local effect only noted at one cross section, and it seems to be caused by a decrease in flow area due to the lower water surface elevation. Since there is already bank protection downstream of the bridge in the form of concrete nibble, and this higher velocity, if it occurs, will only happen during a significant flood event, this situation will not require mitigation. Municipalities within a three-mile radius have been notified. These are the City of Greeley and the City of Windsor. The Colorado Water Conservation Board has also been notified, as well as the Federal Emergency Management Agency. Copies of the notifications are provided with the FHDP submittal package. Certification and evidence has been provided that the flood carrying capacity within the altered portion of the watercourse will remain the same, and the landowners up- and downstream will not be adversely affected. 3 Se Maar 7wttleApplegate,lnc. Consultants for Land, Mineral and Water January 12, 2000 Mr. Greg Flebbe Planning Department City of Greeley 1000 10`h Street Greeley, Colorado 80631 RE: Notification required by Weld County of alterations to the Cache la Poudre River 100-year water surface elevation between 71st and 83d Avenues west of Greeley (legal description T6N, R66W, Section 32) Dear Mr.Flebbe: The Camas Colorado, Inc. Mining and Reclamation Plans for the Riverview Resources site between 71s`and 83rd Avenues just west of Greeley, will have a minor effect on the Cache la Poudre River 100-year water surface elevation. Hydraulic modeling indicates that the worst case (most critical) scenario during mining will raise the expected 100-year water surface elevation less than 2 inches upstream near the processing area, and less than half an inch across the rest of the site. Within the accuracy limits of the model, this is considered an insignificant impact. The Reclamation Plan will lower the 100-year water surface elevation between 0.5 and 2.0 feet across the site. Accompanying the lower water surface, velocities will increase locally just downstream of the 83`d Avenue bridge. However, approximately 400 feet of the bank are already protected downstream of the bridge by concrete rubble riprap, so no mitigation will be necessary. Overall, the change to the 100-year water surface elevation and floodplain is a positive one. If you have any questions regarding this notice,please do not hesitate to contact us. Thank you. Sincerely, TUTTLE APPLEGATE, INC. /Lima_ -1GT Dana Moore, EIT 11990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive. • Suite 200 • Loveland, CO 80536-8855 (303) 452-6611 • Fax(303) 452-2759 (970)461-9884 • Fax (970) 613-1177 as St 7UttleApplegate,Inc. Consultants for Land, Mineral and Water January 12, 2000 Mr. Steve Bagley Public Works Department City of Greeley 1000 10th Street Greeley, Colorado 80631 RE: Notification required by Weld County of alterations to the Cache la Poudre River 100-year water surface elevation between 71s` and 83`d Avenues west of Greeley (legal description T6N, R66W, Section 32) Dear Mr. Bagley: The Camas Colorado, Inc. Mining and Reclamation Plans for the Riverview Resources site between 71st and 83`d Avenues just west of Greeley,will have a minor effect on the Cache la Poudre River 100-year water surface elevation. Hydraulic modeling indicates that the worst case(most critical) scenario during mining will raise the expected 100-year water surface elevation less than 2 inches upstream near the processing area, and less than half an inch across the rest of the site. Within the accuracy limits of the model, this is considered an insignificant impact. The Reclamation Plan will lower the 100-year water surface elevation between 0.5 and 2.0 feet across the site. Accompanying the lower water surface, velocities will increase locally just downstream of the 83`d Avenue bridge. However, approximately 400 feet of the bank are already protected downstream of the bridge by concrete rubble riprap, so no mitigation will be necessary. Overall, the change to the 100-year water surface elevation and floodplain is a positive one. If you have any questions regarding this notice, please do not hesitate to contact us. Thank you. Sincerely, TUTTLE APPLEGATE, INC. y' t 1q Dana Moore, EIT 990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive. • Suite 200 • Loveland, CO 80536-8855 )3) 452-6611 • Fax (303)452-2759 (970) 461-9884 • Fax(970) 613-1177 __ mttleApplegate,Inc. Consultants for Land, Mineral and Water January 12, 2000 Mr. Dennis Wagner Windsor City Hall 301 Walnut Street Windsor, Colorado 80550 RE: Notification required by Weld County of alterations to the Cache la Poudre River 100-year water surface elevation between 71s`and 83rd Avenues west of Greeley (legal description T6N, R66W, Section 32) Dear Mr. Wagner: The Camas Colorado, Inc. Mining and Reclamation Plans for the Riverview Resources site between 7151 and 83`d Avenues just west of Greeley, will have a minor effect on the Cache la Poudre River 100-year water surface elevation. Hydraulic modeling indicates that the worst case (most critical) scenario during mining will raise the expected 100-year water surface elevation less than 2 inches upstream near the processing area, and less than half an inch across the rest of the site. Within the accuracy limits of the model, this is considered an insignificant impact. The Reclamation Plan will lower the 100-year water surface elevation between 0.5 and 2.0 feet across the site. Accompanying the lower water surface, velocities will increase locally just downstream of the 83`d Avenue bridge. However, approximately 400 feet of the bank are already protected downstream of the bridge by concrete rubble riprap, so no mitigation will be necessary. Overall, the change to the 100-year water surface elevation and floodplain is a positive one. If you have any questions regarding this notice,please do not hesitate to contact us. Thank you. Sincerely, TUTTLE APPLEGATE, INC. 111-41-at Maxi_ Dana Moore, EIT 11990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive. • Suite 200 • Loveland, CO 80536-8855 (303) 452-6611 • Fax(303) 452-2759 (970) 461-9884 • Fax (970) 613-1177 hottleApplegate,lnc. Consultants for Land, Mineral and Water January 12, 2000 Mr. Peter Evans Colorado Water Conservation Board 1313 Sherman Street, Room 721 Denver, Colorado 80203 RE: Notification required by Weld County of alterations to the Cache la Poudre River 100-year water surface elevation between 71"and 83rd Avenues west of Greeley (legal description T6N, R66W, Section 32) Dear Mr. Evans: The Camas Colorado, Inc. Mining and Reclamation Plans for the Riverview Resources site between 7161 and 83`d Avenues just west of Greeley, will have a minor effect on the Cache la Poudre River 100-year water surface elevation. Hydraulic modeling indicates that the worst case(most critical) scenario during mining will raise the expected 100-year water surface elevation less than 2 inches upstream near the processing area, and less than half an inch across the rest of the site. Within the accuracy limits of the model, this is considered an insignificant impact. The Reclamation Plan will lower the 100-year water surface elevation between 0.5 and 2.0 feet across the site. Accompanying the lower water surface, velocities will increase locally just downstream of the 83`d Avenue bridge. However, approximately 400 feet of the bank are already protected downstream of the bridge by concrete rubble riprap, so no mitigation will be necessary. Overall, the change to the 100-year water surface elevation and floodplain is a positive one. If you have any questions regarding this notice, please do not hesitate to contact us. Thank you. Sincerely, TUTTLE APPLEGATE, INC. Dana Moore, EIT 11990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive. • Suite 200 • Loveland, CO 80536-8855 (303) 452-6611 • Fax(303) 452-2759 (970) 461-9884 • Fax (970) 613-1177 den mttleApplegate,Inc. Consultants for Land, Mineral and Water January 12, 2000 Mr. Fred Metzler Federal Emergency Management Agency Denver Federal Center Box 25267 Denver, Colorado 80225-0267 RE: Notification required by Weld County of alterations to the Cache la Poudre River 100-year water surface elevation between 71s1 and 83"' Avenues west of Greeley (legal description T6N, R66W, Section 32) Dear Mr. Metzler: The Camas Colorado, Inc. Mining and Reclamation Plans for the Riverview Resources site between 71s` and 83`d Avenues just west of Greeley,will have a minor effect on the Cache la Poudre River 100-year water surface elevation. Hydraulic modeling indicates that the worst case (most critical) scenario during mining will raise the expected 100-year water surface elevation less than 2 inches upstream near the processing area, and less than half an inch across the rest of the site. Within the accuracy limits of the model, this is considered an insignificant impact. The Reclamation Plan will lower the 100-year water surface elevation between 0.5 and 2.0 feet across the site. Accompanying the lower water surface, velocities will increase locally just downstream of the 83`d Avenue bridge. However, approximately 400 feet of the bank are already protected downstream of the bridge by concrete rubble riprap, so no mitigation will be necessary. Overall, the change to the 100-year water surface elevation and floodplain is a positive one. If you have any questions regarding this notice, please do not hesitate to contact us. Thank you. Sincerely, TUTTLE APPLEGATE, INC. Dana Moore, EIT 11990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive. • Suite 200 • Loveland, CO 80536-8855 (303) 452-6611 • Fax (303) 452-2759 (970) 461-9884 • Fax(970) 613-1177 Riverview Resources Project No. 99-182 Floodplain Impact Analysis FLOODPLAIN IMPACT ANALYSIS A hydraulic analysis was performed to assess the impact of the Riverview Mining and Reclamation Plans on the 100-year floodplain of the Cache la Poudre River. The HEC-2 model used in the analysis is, at this time, the most up to date model of the Poudre River from the confluence with the South Platte to the Town of Windsor. The model was originally constructed by Brown and Caldwell for the City of Greeley, in cooperation with Weld County and the City of Windsor. The Corps of Engineers, Omaha District, has since made some modifications to the model, and is currently the keeper. The filename of the model obtained from the Corps is POUDR99.DAT. It is our understanding that this model is in the process of being submitted to the Federal Emergency Management Agency for revisions to the Flood Insurance Rate Maps along this stretch of river. The floodplain base map used in this study is from the City of Greeley. The Mining Plan was superimposed onto it to make the Flood Hazard Development Permit map, required by Weld County. This map shows all of the surveyed cross sections used in the model between 71st and 83`d Avenues, as well as the existing floodway and floodfringe. At the time of this analysis we were aware of one more revision to the model pending before it was finalized. There have been topography changes on the south side of the Greeley No. 3 Canal just upstream of 715 Avenue. Minimal fill and regrading here have removed a portion of land south of the canal from the 100-year floodplain. This change affects the model from 7E' Avenue through Cross Section 37. In an effort to use the most accurate information available, the appropriate areas in these cross sections were blocked out to simulate the encroachment on the floodplain in the existing conditions model. The effect of this encroachment was slight, only raising the water surface elevation at Cross Sections 36 and 37 by 0.04 feet or less. Prior to beginning the analysis, the model was shortened to make it more manageable. A location to cut the model was chosen, taking into account all split flow locations and making sure that sufficient distance remained between the site and downstream boundary so they would not affect each other. The model was cut at cross section 644201, which is approximately 12.2 miles upstream of the confluence with the South Platte, and 2.7 miles downstream of the Riverview Resources site. The water surface elevation from the original model at this cross section was used as the downstream boundary condition. The shortened and original models were compared, and the resulting water surface elevations varied by 0 to 0.01 feet. After some work with the model, it was discovered that the 83`d Avenue bridge was coded incorrectly. This was corrected, and the model rerun and checked. The change caused only a slight(less than 0.1-foot) decrease in water surface elevation at, and slightly upstream of, the bridge. The revised model, with changes for the new development south of the canal and the corrected bridge coding at 83`d Avenue, was named UPDATED.HC2. 1 Three scenarios were compared for the hydraulic analysis. These were existing conditions, a worst case scenario during mining, and reclamation. The existing conditions model, as stated above, is a shortened version of the 1999 Poudre River model, with updated revisions. To find the worst case scenario during mining, the effect of each phase of the mining operation on the floodplain was considered. If a negative effect seemed possible or likely, a hydraulic analysis was performed. Following is an explanation of this process and its results. Tables summarizing changes in water surface elevation, cross-sectional flow area, and velocity are attached for reference. All model output has also been included. The mining of Cell 1, where the settling pond will be located, is the first phase of the project. It is assumed that the processing area in Cell 6 is already set up and in place. Since Cell 1 is mostly within the floodway, stockpiled material will have to be stored down in the pit, in another cell, or only in Cell 1 during the low-flow season (October 1st through March 31s`). Material stored outside of Cell 1 will be stockpiled directly east (downstream) of the processing area, oriented parallel to the direction of flow. This way the material will be stockpiled in the "shadow"of the processing area without blocking additional flow. The analysis for this scenario consisted of simplifying the processing area to an ineffective flow region by completely blocking out an 820-foot wide section in the leftbank (looking downstream)portion of the floodplain. The results indicate that the processing area will temporarily raise the 100-year water surface elevation approximately 0.1 feet between the processing area and 83r1 Avenue. This rise will not affect any houses or private property downstream or across the river. Within the accuracy limits of the model, this rise is considered insignificant. The filename of this model is PHASE_1.HC2. During the mining of Cell 2, material will be stockpiled mostly around the edges of the cell outside of the floodplain. However, there may be some stockpiles along the northeast edge of the cell parallel to the overbank flow of the river, and along the edge of the floodway. Stockpiles within the floodplain will be oriented parallel to flow and broken to prevent levee action. This scenario was modeled by blocking out a 50-foot wide section in Cross Section 790621 (between 7151 Avenue and Cross Section 36) approximately where stockpiles may be located. Another 50-foot wide section in Cross Section 36 was blocked out on the edge of the floodway to show the approximate location of additional stockpiles. The ineffective flow area for the processing area was still accounted for,but Cell 1 having been mined was not, simplifying the analysis on the conservative side. The results indicate a rise in the 100-year water surface elevation in the immediate vicinity of the stockpiles of 0.02 to 0.04 feet. This is less than half an inch and again, is considered insignificant. The filename of this model is PHASE_2.HC2. Cell 3 is entirely within the floodway, so material mined from it will be stored either down in the pit, outside the pit in Cell 3 only during the low-flow season, or bordering 2 the floodway in Cell 4. This scenario was modeled by blocking out a 50-foot wide section bordering the floodway in Cross Sections 38 and 39. Cells 1 and 2 having been mined was not taken into account, again to simplify the analysis on the conservative side. The results indicated a rise in the expected 100-year water surface elevation of 0.01 to 0.04 feet in the vicinity of the stockpiles, and a cumulative rise of 0.09 to 0.13 feet around the processing area. Again, these effects are very small and considered insignificant. The filename of the this model is PHASE_3A.HC2. Material mined from Cell 4 will be placed along the northern edge of the cell on the very outer fringe of the floodplain, completely outside the floodplain around the northwest corner, and downstream of the processing area. All stockpiles will be oriented parallel to flow and will not affect the floodplain any differently than in Phase 1. No hydraulic analysis was necessary. Cell 5 is completely outside the 100-year floodplain, so no analysis was necessary. Cell 6 will be mined as pieces of the processing area are removed. The more critical case for this cell is when the processing area is fully operational, and contains several material stockpiles. Since this was already considered with the mining of Cell 1, no analysis was necessary for Phase 6. The results show that the worst case scenario, or most critical situation, is during the mining of Cell 3 when stockpiles border the floodway. Still, the rise in the 100-year water surface elevation is a maximum of 0.13 feet, considered insignificant within the accuracy limits of the model. This maximum rise occurs upstream of the processing area, while downstream the rise is closer to half an inch. This scenario was also modeled conservatively, not taking into account the fact that Cells 1 and 2 will have been mined. The impact is not considered to be significant, and will not impact or threaten any public or private property surrounding the site. The reclamation plan consists of several lakes and backfilled dikes in place of the mined pits. The banks of the lakes will tie into existing ground, and will provide a minimum of 2 feet of freeboard over the maximum lake water surface elevations. The reclaimed scenario was modeled conservatively assuming all of the lakes are full before the 100- year flood. This means that the actual area available to the river for conveyance is that above the maximum water surface elevations of the lakes. Ineffective flow areas were coded in below the lake water surface elevations. The cross section locations from the original model were considered representative of the reclaimed scenario,with two exceptions. Cross Section 38 is assumed to cross the lakes left by mining Cells 3 and 5, but skirt the lake left by Cell 4 just to the east. Cross Section 39 is assumed to cross the lake left by mining Cell 4,but not the lake left by Cell 1. This ground was left as existing because the lake is not large enough to provide significant additional conveyance. Lake bank elevations were interpolated from the existing cross section geometry. Water surface elevations were taken as 2 feet below the lowest bank elevation around the lake, found through a visual inspection of the topography. The lake bottoms were assumed to be 15 feet below the water surface 3 elevation. The topography outside of the lakes was assumed unchanged, and was carried over from the existing conditions model. The results of the reclamation analysis show that the expected 100-year water surface elevation will decrease by between 0.5 and 2.0 feet across the property. The effect will not be seen upstream of 83`d Avenue nor downstream of 71g Avenue. Accompanying the lower water surface elevations, the model also indicated a significant increase in the river channel velocity just downstream of the 83`d Avenue bridge. This increase is a local effect only noted at one cross section, and it seems to be caused by a decrease in flow area due to the lower water surface elevation. Since there is already bank protection downstream of the bridge in the form of concrete rubble, and this higher velocity, if it occurs, will only happen during a significant flood event, this situation should not require mitigation. The filename of this model is RECLMD_A.HC2. In summary, three conditions were sought and analyzed to assess the impact of the mining operation on the Cache la Poudre River 100-year water surface elevation: existing conditions, worst case scenario, and reclaimed conditions. The worst case scenario during mining will be during Phase 3, where the processing area will be in place, and overburden stockpiles border the floodway. The rise caused in the 100-year water surface elevation will be less than half an inch near any houses or private property, and less than 2 inches upstream near the processing area. This effect is temporary with the existence of the processing area, and is not considered a significant impact. The reclamation plan will lower the 100-year water surface elevation between 0.5 and 2.0 feet across the site, decreasing the floodplain width in some areas. The lakes will provide additional conveyance and storage area for floodwater, and will not constrict the floodway or floodplain. There may be a local velocity increase just downstream of the 83`d Avenue bridge caused by the lower water surface elevations. The downstream bank is already protected by concrete rubble, so mitigation will not be required. Actual cross section number in the model. Cross sections 36,37,38,etc. are designated by their survey numbers on the drawings. 4 Riverview Resources Hydraulic Analysis Results PHASE 1 Cross WSE Area LOB Velocity ROB Velocity Channel Velocity Section Updated Phase 1 (+/-) Updated Phase 1 (+/-) Updated Phase 1 (+/-) Updated Phase 1 (+/-) Updated Phase 1 (+1-) 79062 4698.15 4698.15 0.00 6258.23 6258.23 0.00 1.53 1.53 0,00 1.66 1.66 0.00 4.02 4.02 0.00 80500 (36) 4699.85 4699.85 0.00 4235.95 4235.95 0.00 2.31 2.31 0.00 2.17 2.17 0.00 7.82 7.82 0.00 81954 (37) 4702.01 4702.01 0.00 6305.94_6305.94_ 0.00 _ 2.22 2.22 0.00 1.46 1.46 0.00 4.09 4.09 0.00 84599 (38) 4703.78 4703.78 0.00 5672.81 5672.81 0.00 2.07 2.07 0.00 0.00 0.00 0.00 3.96 3.96 0.00 87304 (39) 4706.05 4706.05 0.00 5755.60 5755.60 0.00 2.00 2.00 0.00 0.00 0.00 0.00 3.57 3.57 0.00 89243 (40) 4708.54 4708.61 0.07 4362.14 3902.37 459.77 2.12 2.51 0.39 2.46 2.50 0.04 5.53 5.72 0.19 89383 4708.97 4709.08 0.11 5401.55 5765.95 364.40 1.89 1.81 -0.08 1.92 1.78 -0.14 5.21 4.90 -0.31 89388 4709.70 4709.70 0.00 3330.38 3330.38 0.00 2.21 2.21 0.00 2.57 2.57 0.00 8.66 8.66 0.00 PHASE 2 Cross WSE Area LOB Velocity ROB Velocity Channel Velocity Section Updated Phase 2 (+/-) Updated Phase 2 (+/-) Updated Phase 2 (+/-) Updated Phase 2 (+/-) Updated Phase 2 (+/-) 79062 4698.15 4698.15' 0.00 6258.23, 6237.84 -20.39 1.53 1.54 0.01 1.66 1.67 0.01 4.02 4.02 0.00 80500 (36) 4699.85 4699.87 0.02 4235.95 4140.83 -95.12 2.31 2.27 -0.04 2.17 2.23 0.06 7.82 7.98 0.16 81954 (37) 4702.01 4702.05 0.04 6305.94 6399.04 93.10 2.22 2.19 -0.03 1.46 1.45 -0.01 4.09 4.03 -0.06 84599 (38) 4703.78 4703.78 0.00 5672.81 5678.24 5.43 2.07 2.06 -0.01 0.00 0.00 0.00 3.96 3.95 -0.01 87304 (39) 4706.05 4706.04 -0.01 5755.60 5751.47 -4.13 2.00 2.00 0.00 0.00 0.00 0.00 3.57 3.57 0.00 89243 (40) 4708.54 4708.61 0.07 4362.14 3903.34 -458.80 2.12 2.51 0.39 2.46 2.50 0.04 5.53 5.72 0.19 89383 4708.97 4709.08 0.11 5401.55 5765.95 364.40 1.89 1.81 -0.08 1.92 1.78 -0.14 5.21 4.90 -0.31 89388 4709.70 4709.70 0.00 3330.38 3330.38 0.00 2.21 2.21 _ 0.00 2.57 2.57 _ 0.00 8.66 8.66 0.00 PHASE 3 Cross WSE Area _ LOB Velocity ROB Velocity Channel Velocity Section Updated Phase 3 (+/-) Updated Phase 3 (+/-) Updated Phase 3 (+/-) Updated Phase 3 (+/-) Updated Phase 3 (+/-) 79062 4698.15 4698.15 0.00 6258.23 6258.23 0.00 1.53 1.53 0.00 1.66 1.66 0.00 4.02 4.02 0.00 80500 (36) 4699.85 4699.85 0.00 4235.954235.95 0.00 2.31 2.31 0.00 2.17 2.17 0.00 7.82 7.82 0.00 81954 (37) 4702.01 4702.01 0.00 6305.94_6305.94 0.00 2.22 2.22 0.00 1.46 1.46 0.00 4.09 4.09 0.00 84599 (38) 4703.78 4703.79 0.01 5672.81, 5596.32 -76.49 2.07 2.09 0.02 0.00 _ 0.00 0.00 3.96 4.00 0.04 87304 (39) 4706.05 4706.09 0.04 5755.60 5718.13_ -37.47 2.00 2.01 0.01 0.00 0.00 0.00 3.57 3.62 0.05 89243 (40) 4708.54 4708.63_ 0.09 4362.14 3956.96 -405.18 2.12 2.49 0.37 2.46 2.46 0.00 5.53 5.66 0.13 89383 4708.97 4709.10 0.13 5401.55 5809.83 408.28 1.89 1.80 -0.09 1.92 1.77 -0.15 5.21 4.87 -0.34 89388 4709.70 4709.70 0.00 3330.38 3330.38 0.00 2.21 2.21 0.00 2.57 2.57 0.00 8.66 8.66 0.00 Page 1 of 2 Riverview Resources Hydraulic Analysis Results RECLAIMED Cross WSE Area LOB Velocity ROB Velocity Channel Velocity Section Updated Reclmd (+1-) Updated Reclmd (+/-) Updated Reclmd_ (+/-) _Updated Reclmd (+/-) Updated Reclmd (+1-) 79062 4698.15 4698.15 0.00 6258.2S-6258.23 0.00 1.53 1.53 0.00 1.66 1.66 0.00 4.02 4.02 0.00 80500 (36) 4699.85 4699.35 -0.50 4235.95 5575.79 1339.84 2.31 2.45 0.14 2.17 1.24 _ -0.93 7.82 5.03 -2.79 81954 (37) 4702.01 4701.27 -0.74 6305.94 4652.39 -1653.55 2.22 3.00 0.78 1.46 1.81 0.35 4.09 5.51 1.42 84599 (38) 4703.78 4702.95 -0.83 5672.81 7822.58 2149.77 2.07 1.57 -0.50 0.00 0.00 0.00 3.96 2.03 -1.93 87304 (39) 4706.05 4704.03 -2.02 5755.60 5172.68 -582.92 2.00 2.43 0.43 0.00 0.00 0.00 3.57 1.85 -1.72 89243 (40) 4708.54 4707.67 -0.87 4362.14 2576.29 -1785.85 2.12 3.01 0.89 2.46 4.38 1.92 5.53 8.54 3.01 89383 4708.97 4708.86 -0.11 5401.55 5068.19 -333.36 1.89 1.98 0.09 1.92 2.06 0.14 5.21 5.52 0.31 89388 4709.70 4709.70_ 0.00 3330.38 3330.38 0.00 2.21 2.21 0.00 2.57 2.57 0.00 8.66 8.66 0.00 Page 2 of 2 Riverview Resources Project No. 99-182 HEC-2 Output HEC2 S/N: 1366000138 HMVersion: 6.52 Data File: EXISTING.HC2 *• HEC-2 WATER SURFACE PROFILES * * J.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 5JAN** TIME 12:20:23 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XYYYX XXXXX X X X X X X X x x x x x XXXXXXX XXXX X XXXXX XYXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX . . . FULL MICRO-COMPUTER IMPLEMENTATION . . . HAESTAD METHODS 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 Run Date: 5JAN** Run Time: 12:28:23 HMVersion, 6.52 Data File: EXISTING.HC2 Page 1 THIS RUN EXECUTED 5JAN** 12:28:23 xx*********************************** HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ******x****************************** T1 RIVERVIEW FLOOD HAZARD DEVELOPMENT PERMIT, TUTTLE APPLEGATE PROJECT NO. T2 99-182, DECEMBER 1999, DSM, CACHE LA POUDRE RIVER, WELD COUNTY, COLORADO T3 EXISTING 100-YEAR T4 ORIGINAL MO➢EL IS POUDR99.DAT FROM CORPS OF ENGINEERS, OMAHA DIST. TS DOES NOT CONTAIN TOPOGRAPHY CHANGE DIRECTLY SOUTH OF GREELEY NO. 3 T6 ORIGINAL MODEL WENT FROM SOUTH PLATTE TO GREELEY; HAS BEEN SHORTENED TB WATER SURFACE FROM ORIGINAL MODEL USED AS D/S BOUNDARY CONDITION T9 NEW FILENAME: EXISTING.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ 2 0 4686.7 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 55 56 26 25 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 J6 IHLEQ ICOPY SUBDIV STRTDS RMILE 3 NC 0.055 0.052 0.035 .1 .3 QT 5 12000 12000 4030 8740 24650 SURVEY SECTION 27 ET 7.1 7.1 7.1 7.1 7.1 1 3895 X1 64420 55 1324 1451 1250 840 2602 GR 4703.7 0 4702 53 4700 207 4698 361 4696 491 GR 4694 605 4692 796 4690 1067 4688 1214 4685.9 1266 GR 4683.9 1324 4680.2 1343 4679.4 1384 4679.9 1400 4682.1 1420 OR 4681.4 1430 4682 1436 4684 1451 4684.5 1675 4684.1 1892 GR 4683.8 2109 4683.9 2124 4684.1 2155 4684.7 2387 4684.7 2596 GR 4686 2916 4686.1 3105 4686.2 3282 4686 3475 4686 3567 GR 4686.1 3724 4688 3881 4689.7 3895 4687.9 3902 4684.1 3916 GR 4685.9 3930 4686 3954 4686 3985 4686.9 4116 4688 4257 GR 4690 4470 4691.9 4536 4689.8 4547 4692 4559 4694.1 4571 GR 4694.7 4627 4695.9 4680 4696.3 4711 4691.8 4717 4691.1 4733 GR 4692 4749 4696.3 4757 4698 4773 4700.2 4823 4701.3 4850 Run Date: 50AN•' Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 2 NC 0.050 0.050 0.035 .3 .5 SURVEY SECTION 28 X1 69083 74 4447 4517 1230 1020 4663 GR 4701.8 0 4701.9 4 4700.8 89 4700 349 4698 569 GR 4696.1 739 4693.9 894 4691.9 904 4692 1150 4692 1229 GR 4692 1312 4691.9 1339 4692 1376 4692 1385 4691.6 1458 GR 4690.5 1564 4690 1670 4689.9 1739 4689.4 1884 4687.8 2153 GR 4688.1 2188 4687.8 2222 4688.3 2258 4687.7 2321 4688 2368 GR 4688.4 2439 4688.6 2512 4688 2623 4688 2696 4688.2 2773 GR 4688 2868 4687.8 2898 4688.2 2972 4688 2997 4687.9 3071 GR 4685.7 3270 4686 3305 4687.2 3437 4687.1 3677 4687.5 3878 OR 4687.9 4006 4687.9 4070 4688 4138 4688.8 4264 4688 4420 GR 4687.9 4447 4683.4 4451 4682.8 4473 4684 4506 4688.3 4517 GR 4690 4646 4692.2 4657 4693.6 4667 4691.2 4677 4692.2 4706 GR 4694.3 4716 4696 4782 4698.2 4794 4702.1 4802 4704.1 4841 GR 4705.9 4844 4708 4866 4708.1 4949 4710 5030 4712.1 5076 GR 4712.8 5156 4712 5255 4712.1 5360 4713.7 5374 4720.1 5390 GR 4729.8 5411 4736.1 5427 4738 5445 4739.5 5465 SURVEY SECTION 29 ET 7.1 7.1 7.1 7.1 9.1 2050 2500 1050 3500 X1 72127 90 2072 2370 1100 2000 3044 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 59TH AVENUE DOWNSTREAM SECTION DUPLICATE OF SURVEY SECTION 29 ET 9.1 1050 3500 X1 72247 90 2072 2370 120 120 120 X3 10 0 0 0 0 0 0 4693.5 4693.5 GR 4701 .2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 Run Date: 5JAN•* Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 3 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4683.9 2138 4683.9 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695-6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 ROAD PROFILE FROM SECTION 30 AND NEW BRIDGE PLANS ADDED TO GROUND POINTS FROM SURVEY SECTION 29, DOWNSTREAM NET SECTION UPSTREAM BRIDGE SECTION ET 1800 2850 SB 1.05 1.56 3.0 0 160 11.2 3520 4.8 4684.0 4683.9 X1 72301 90 2072 2370 54 54 54 X2 1 4699.1 4696.1 X3 10 4696.1 4696.7 BT -44 0 4707.5 4682 229 4704.1 4682 339 4702 4682 BT 478 4700 4682 603 4699.1 4682 826 4698 4682 BT 1056 4697.3 4682 1338 4696.8 4682 1629 4696.2 4682 BT 1696 4696 4682 1696 4696 4682 1859 4698.2 4682 BT 2066.8 4701.2 4682 2067 4701.2 4698.7 2122.2 4701.4 4698.9 BT 2122.2 4701.4 4685.9 2125 4701.4 4685.9 2125 4701.4 4698.9 BT 2186.5 4701.6 4699.0 2186.5 4701.6 4685.0 2-189.3 4701.6 4685.1 BT 2189.3 4701.6 4699.0 2250.8 4701.6 4699.1 2250.8 4701.6 4686.8 BT 2253.6 4701.6 4687.0 2253.6 4701.6 4699.1 2254.9 4701.6 4699.1 HT 2315 4701.5 4699.0 2315 4701.5 4688.9 2317.8 4701.5 4688.9 BT 2317.8 4701.5 4699.0 2372.9 4701.3 4698.8 2373 4701.3 4682 HT 2446 4700.4 4682 3187 4696.7 4682 3543 4697.7 4682 ST 3661 4698.7 4682 3917 4698.7 4682 4092 4699.9 4682 BT 4186 4700.1 4682 4472 4700.6 4682 4587 4701.8 4682 BT 5081 4706.8 4682 5281 4710 4682 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 626 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 4 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 SURVEY SECTION 31 ENCROACHMENT FOR EFFECTIVE AREA INTO BRIDGE ET 7.1 7.1 7.1 7.1 1500 3400 X1 73245 50 2586 2696 480 720 944 GR 4710.7 0 4710 54 4708.1 145 4705.9 245 4704 334 GR 4702.1 426 4699.9 530 4697.8 565 4696.2 589 4694.1 609 GR 4692.6 918 4692 1165 4691.6 1260 4692 1341 4692.9 1505 GR 4691.7 1697 4692.5 1747 4691.9 1780 4692.4 1839 4691.9 1922 GR 4692.1 1976 4690.4 2020 4692.3 2079 4690.8 2157 4689.7 2208 GR 4691.6 2398 4689.8 2586 4686.8 2674 4688.4 2690 4690.2 2696 GR 4689.6 2762 4691.1 2862 4691.7 3116 4692.5 3375 4692.5 3658 GR 4694 3812 4696 4013 4696 4042 4693.6 4045 4692.7 4066 OR 4694 4114 4696 4124 4697.1 4285 4697.3 4532 4698 4772 GR 4700 4943 4702 5106 4703.3 5256 4704.1 5376 4705.7 5417 NC 0.056 0.050 C.035 .1 .3 SURVEY SECTION 32 X1 76033 62 1822 1894 1300 1000 2788 OR 4708.7 0 4707.4 88 4708.5 216 4708 333 4706.1 499 GR 4704.1 584 4702 654 4700 745 4698 822 4696 933 GR 4696 1014 4698.5 1025 4693.8 1037 4692 1072 4691.9 1088 GR 4692 1106 4694 1116 4694 1331 4693 1552 4692.8 1695 OR 4694 1791 4693.9 1822 4687.6 1834 4687.7 1886 4694.6 1894 GR 4694 1937 4693.1 2041 4692.3 2130 4690.8 2150 4692.2 2178 GR 4693.3 2344 4691.9 2518 4691.9 2550 4692 2579 4692.5 2662 GR 4691.8 2909 4692.3 3037 4692 3104 4691.9 3338 4692 3445 GR 4692.4 3520 4692 3591 4692 3644 4692 3764 4693.2 3846 GR 4692 3941 4691.8 4000 4692 4059 4692.7 4147 4693.3 4304 GR 4694 4408 4696.5 4421 4696.1 4434 4694.1 4443 4694 4496 GR 4695.8 4684 4710.1 4734 4718 4767 4719.3 4817 4717.9 4931 GR 4717.1 5095 4718.1 5249 NC 0.055 0.056 0.035 .3 .5 SURVEY SECTION 33 X1 77090 76 1718 1856 1000 1000 1057 OR 4712 0 4710.6 66 4710.1 143 4709.3 308 4708 391 CR 4706 487 4704 579 4702.1 643 4699.9 709 4699.2 806 OR 4698 940 4697.3 1055 4696.7 1192 4698 1292 4698.4 1325 GR 4698 1350 4696.6 1423 4696.6 1581 4696 1718 4689.7 1733 OR 4689.9 1807 4691.8 1813 4693 1848 4697 1856 4695.5 1867 GR 4694 1957 4693.7 2064 4693.8 2206 4694 2252 4694.9 2353 GR 4695.2 2505 4695.3 2654 4696 2839 4695.2 2918 4692 2931 OR 4690.9 3022 4692 3068 4693.7 3174 4693.7 3296 4694.2 3357 OR 4693.8 3382 4694.2 3420 4699.9 3444 4700.8 3448 4700.1 3452 GR 4696 3472 4694 3501 4693.7 3681 4693.1 3850 4693.9 3929 CR 4696 3939 4696.3 3942 4694 3952 4694.3 3979 4702 3992 GR 4703.8 4010 4709.9 4021 4730.6 4060 4734.5 4068 4735.2 4073 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 5 GR 4733.8 4079 4720.2 4151 4709.4 4197 4722.9 4253 4733.9 4308 OR 4746.2 4383 4746.5 4450 4747.7 4528 4746 4567 4737.7 4752 GR 4737.3 4812 4736.6 4926 4732 5076 4731.5 5136 4736.1 5283 OR 4737.9 5317 SURVEY SECTION 34 X1 78817 71 2830 2979 1100 1100 1727 OR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 OR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 OR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 OR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2947 4691.5 2948 OR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 WELD COUNTY ROAD 29 SURVEY SECTION 35 ROAD PROFILE IS SURVEY SECTION 35, GROUND POINTS FROM SECTION 34 X1 78928 91 2830 3028 111 111 111 X3 10 a 4716.6 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 OR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.1 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 Run ➢ate: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 6 SB 0.95 1.56 2.6 0 60 2 1516 8.7 4682.2 4682.1 X1 78962 91 2830 3028 34 34 34 X2 1 4692.6 4695.8 X3 10 BT -34 0 4718.9 4685 223 4712.1 4685 494 4701.9 4685 BT 553 4700.4 4685 630 4700 4685 824 4699.1 4685 BT 1126 4698.6 4685 1265 4698 4685 1313 4697.8 4685 BT 1352 4698 4685 1488 4698 4685 1541 4697.8 4685 BT 1950 4696.9 4685 2210 4695.8 4685 2286 4696.1 4685 BT 2286 4696.1 4685 2322 4696.1 4685 2407 4697.1 4685 BT 2606 4698 4685 2830 4698.1 4685 2830 4698.1 4692.6 BT 2928 4697.9 4692.4 2928 4697.9 4683.4 2930 4697.9 4683.5 BT 2930 4697.9 4692.4 3028 4697.7 4692.2 3028 4697.7 4685 BT 3172 4697.6 4685 3411 4695.8 4685 3595 4695.7 4685 ST 3807 4698.3 4685 3868 4698.3 4685 3901 4698.9 4685 HT 4022 4698 4685 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 OR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.2 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 3411 4695.9 3422 4694.7 3557 4694.E 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 DUPLICATE OF SECTION 34 X1 79062 71 2830 2979 100 100 100 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 Run Date: SCAN" Run Time: 12:28:23 ENVersion: 6.52 Data File- EXISTING.HC2 Page 7 GR 4767.7 5315 QT 5 12450 12450 4230 9090 25250 SURVEY SECTION 36 X1 80500 69 2082 2158 1170 1140 1438 GR 4719.5 0 4718.1 9 4715.9 29 4714 174 4712 250 GR 4710 316 4708.1 381 4705.9 447 4703.9 537 4702 770 GR 4700.8 974 4700.7 1176 4700.5 1394 4700 1557 4698 1890 GR 4695.8 2032 4696.2 2034 4697.1 2059 4696 2082 4691.9 2101 GR 4691.7 2150 4696.3 2158 4697.6 2344 4698 2495 4698.2 2554 GR 4697.9 2676 4698 2781 4697.9 2855 4698.3 2981 4698 3127 GR 4697.8 3190 4698 3233 4698.6 3510 4700.8 3521 4696.2 3540 GR 4694.9 3574 4698.9 3582 4699.3 3641 4700 3700 4702.1 3777 GR 4705.8 3867 4708 3938 4709.3 3963 4713.9 3987 4724.5 4008 GR 4724.3 4032 4720.4 4064 4716 415E 4721.8 4177 4724.3 4207 GR 4728 4287 4723 4371 4731.4 4420 4734.9 4462 4741 4478 GR 4744.3 4507 4745.7 4525 4748.1 4561 4750.7 4662 4747.4 4800 GR 4748.7 4832 4744.4 4868 4746.4 4897 4744.2 4946 4743.8 4960 GR 4744 4974 4746.1 5043 4751.8 5155 4762 5286 NC 0.050 0.054 0.035 .1 .3 SURVEY SECTION 37 Xl 81954 79 1579 1711 1650 1120 1454 GR 4727.1 0 4724.8 25 4724 56 4722 170 4720 355 GR 4720.1 482 4720.5 511 4718.3 563 4716.3 595 4713.7 636 GR 4713 697 4712.1 749 4709.9 785 4708 875 4706 957 GR 4704 1100 4702 1199 4699.9 1318 4693.3 1369 4698.3 1425 GR 4698.4 1482 4698.1 1579 4695.5 1587 4694 1612 4696 1675 GR 4698.1 1711 4698.3 1825 4699.4 2032 4700 2163 4701 2375 GR 4700.7 2490 4700 2625 4699.6 2697 4700 2770 4699.4 2895 CR 4699.9 3008 4700.4 3087 4700 3189 4699.7 3313 4699.8 3420 GR 4702.2 3430 4702.2 3437 4702.2 3446 4695.8 3465 4694.5 3479 CR 4696.1 3499 4698.2 3512 4699.8 3585 4702.1 3617 4704.1 3654 GR 4703.9 3669 4704.9 3675 4706.2 3678 4708.1 3683 4710.1 3708 OR 4720.5 3750 4725.8 3789 4721.9 3835 4717.5 3926 4720.3 3971 GR 4729.9 4022 4730.4 4071 4732.6 4159 4730.3 4266 4736.5 4302 GR 4741.9 4343 4749.5 4378 4751.2 4396 4749.9 4458 4751.6 4554 GR 4753.1 4608 4754 4685 4756 4789 4758 4880 4765.8 5087 GR 4770.1 5258 4772 5373 4773.9 5492 4776.5 5609 SURVEY SECTION 38 X1 84599 57 3180 3273 1500 1610 2645 GR 4722.1 0 4721.3 3 4719.3 101 4718 272 4716 461 GR 4714 657 4712.1 730 4710 798 4708 838 4706.1 874 GR 4704 962 4701.8 1036 4701.9 1158 4700.1 1209 4699.5 1285 GR 4699.9 1338 4701 1475 4700 1803 4700.1 1901 4702 2191 GR 4702 2452 4702 2516 4701.3 2653 4702 2806 4704.2 2910 GR 4708.2 2919 4708.3 2927 4707.9 2941 4702.1 2972 4700.6 3005 GR 4702.1 3040 4703 3139 4701.9 3180 4700.1 3184 4698.6 3233 GR 4699.5 3264 4708 3273 4706.7 3281 4735.3 3300 4733.8 3310 GR 4733.5 3324 4734 3338 4736 3496 4738 3587 4740 3659 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTINC.HC2 Page 8 GR 4742.1 3824 4750.8 3851 4754.2 3881 4760.1 4049 4764.1 4130 GR 4766 4179 4766.3 4201 4765.8 4224 4763.9 4350 4762 4496 GR 4762.2 4733 4761.6 4778 NC 0.050 0.055 0.035 .3 .5 SURVEY SECTION 39 X1 87304 62 3445 3621 1500 1600 2705 GR 4721.3 0 4719.8 14 4720.4 35 4720 57 4718 267 GR 4716.1 400 4714.1 473 4709.8 537 4706.1 603 4704 678 GR 4702.9 861 4702.9 1098 4702.6 1279 4704 1477 4705.1 1665 GR 4706 1961 4706.4 2036 4706 2105 4705.4 2232 4704 2410 GR 4703.8 2468 4704.1 2519 4704.1 2546 4703.6 2676 4703.6 2848 GR 4703.3 3010 4704 3109 4705.5 3235 4708.6 3254 4705.6 3278 GR 4703.6 3297 4704.1 3309 4704.9 3323 4706.1 3346 4707 3363 OR 4706 3379 4704.2 3406 4703.2 3420 4704.2 3445 4704 3460 GR 4703.6 3511 4701.9 3563 4700.8 3597 4701.1 3618 4706.3 3621 GR 4707.2 3757 4708 3871 4710 3959 4712.1 4003 4714.1 4055 GR 4711.8 4063 4710.7 4068 4712.1 4073 4716.1 4078 4716.7 4085 GR 4716 4089 4716 4104 4717.9 4144 4721.8 4206 4723.9 4237 GR 4730.1 4280 4735.6 4324 SURVEY SECTION 40 X1 89243 64 2274 2456 1340 1330 1939 GR 4721.3 0 4720 5 4717.9 11 4717.6 103 4716 205 CR 4714 325 4712 423 4709.9 481 4708.2 695 4708.1 937 GR 4708 1113 4707.8 1238 4706.7 1435 4708.3 1515 4706.2 1552 GR 4704.1 1612 4707 1665 4706.1 1787 4706.6 1887 4706.2 1980 GR 4705.8 2119 4706 2213 4707.8 2251 4710.3 2262 4711.4 2274 GR 4709.9 2287 4703.3 2305 4702.1 2347 4703.2 2421 4708.2 2456 GR 4708.5 2526 4708 2587 4707.9 2696 4707.9 2835 4708.7 2966 GR 4708 3082 4704.6 3133 4706 3163 4706.3 3182 4703.4 3196 GR 4703 3219 4703.9 3233 4705.6 3261 4704 3280 4704.2 3296 GR 4704.1 3329 4708.2 3342 4708.5 3475 4709.1 3762 4710.1 3849 GR 4712.1 4062 4712.8 4338 4713.7 4491 4714 4502 4718.1 4517 GR 4719.8 4525 4717.8 4540 4716.8 4549 4716 4557 4715 4567 GR 4715.8 4576 4720.1 4597 4721.9 4655 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM GROSS SECTION X1 89383 80 2183 2322 225 225 140 X3 10 0 0 0 0 0 0 4707 4706.6 GR 4720.3 0 4720 5 4717.9 11 4717.652 87 4715.733 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 CR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 9 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 CR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM NET SECTION GROUND POINTS FROM SECTION 40. ROAD PROFILE FROM SECTION 41 X1 89388 80 2183 2322 5 5 5 X3 10 80 0 0 0 0 0 4708.0 4707.6 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 HT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 BT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 HT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4700 BT 2201 4714.4 4711.1 2251.6 4714.5 4711.2 2251.6 4714.5 4702.4 HT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 HT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 BT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 CR 4713.9 329 4712 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706 1559 4704.1 1612 4707 1565 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 CR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 CR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM NET SECTION X1 89424 BO 2183 2322 36 36 36 X3 10 0 0 0 0 0 0 4708.0 4707.6 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 BT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 HT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4700 HT 2201 4714.4 4711.1 2251.6 4714.5 4711.2 2251.6 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 Run Date: 5JAN** Run Time: 12:26:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 10 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 HT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 OR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 OR 4713.9 329 4712.0 382 4709.9 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 OR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 OR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 OR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 OR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM GROSS SECTION X1 89429 80 2183 2322 5 5 5 X3 10 0 0 0 0 0 0 4708.0 4707.6 OR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 OR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 OR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 OR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 OR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 OR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 OR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2684 OR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 OR 4706.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 SURVEY SECTION 42 ET 7.1 7.1 7.1 7.1 9.1 980 1956 1 1956 XI 91035 48 1799 1956 1350 1350 1606 GR 4723.3 0 4721.8 104 4720.1 172 4715.9 272 4713.9 346 GR 4712 471 4711.1 548 4712 621 4712.1 702 4710 716 GR 4709 868 4709.8 966 4710.7 1147 4709.9 1394 4708.5 1603 GR 4710.1 1784 4714.1 1796 4714.5 1799 4714 1804 4713.3 1811 CR 4712 1419 4710.1 1828 4703.9 1858 4703.3 1885 4703.8 1906 GR 4710 1934 4713.9 1956 4715 2157 4714.1 2473 4714 2795 Run Date: 5JAN*. Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 11 GR 4713.6 3067 4712 3131 4711.5 3408 4712 3637 4712.2 3703 GR 4712 3793 4712.5 3941 4712.1 4238 4712.6 4539 4714 4684 GR 4715.9 4769 4717.9 4779 4717.9 4786 4715.8 4791 4715.9 4793 GR 4718.3 4799 4720.1 4808 4719.3 4835 NC 0.050 0.050 0.035 .1 .3 SURVEY SECTION 43 ET 7.1 7.1 7.1 7.1 7.1 1 1722 X1 91962 54 1515 1687 830 870 927 GR 4714.7 0 4714 20 4712.1 229 4711.5 396 4712 562 GR 4713.7 576 4712 591 4710 606 4708 624 4707.8 703 GR 4707.9 750 4710 761 4710.8 888 4710.2 1068 4711.4 1270 GR 4712.1 1372 4712.3 1467 4712.3 1515 4705.7 1540 4706 1578 GR 4707.1 1619 4708 1662 4716.3 1687 4717.2 1722 4716.1 1758 CR 4712.9 1783 4713.1 2826 4716.9 2948 4718.2 2985 4720.1 3086 GR 4722.4 3159 4723.6 3200 4713.3 3236 4713.6 3280 4714.7 3351 GR 4715 3564 4716 3824 4716 3880 4716 3926 4716 3947 GR 4716.4 4002 4718 4043 4720.1 4114 4721 4293 4722 4397 GR 4722.2 4401 4721.6 4405 4719.8 4411 4717.8 4417 4716.1 4422 GR 4718.2 4427 4722.2 4433 4722 4454 4722.1 4465 SURVEY SECTION 44 ET 7.1 7.1 7.1 7.1 7.1 1 3000 X1 93478 63 2507 2594 1320 1260 1516 GR 4729.6 0 4726.1 95 4726 319 4724 425 4721.8 502 GR 4720 548 4717.9 609 4715.2 688 4713.9 897 4712.2 915 OR 4714.3 962 4714.6 1431 4714.7 1790 4715.1 1971 4714 2270 GR 4713 2285 4711.9 2303 4711.3 2384 4710.1 2507 4708 2520 GR 4707.7 2540 4707.5 2556 4714.2 2572 4715.8 2594 4714 2630 GR 4713 2642 4712 2652 4711.4 2671 4712 2689 4713 2695 i 1 GR 4714.3 2705 4714.6 2847 4714 2961 4713.1 3073 4714 3206 GR 4714.1 3260 4713.9 3313 4713.6 3462 4712.2 3632 4711.9 3049 . GR 4709.8 3908 4711.6 3943 4709.9 3952 4707.8 3959 4708.1 3975 GR 4712.1 3993 4714.1 4002 4716.1 4022 4716.5 4033 4716.3 4043 GR 4719.3 4391 4723.4 4425 4720 4463 4718 4491 4719.9 4575 GR 4720.2 4614 4719.9 4690 4721.2 4845 4719.9 4898 4715.7 4910 GR 4716 4923 4718.2 4961 4718.4 4980 NC 0.048 0.055 0.035 .3 .5 SURVEY SECTION 45 ET 7.1 7.1 7.1 7.1 7.1 1 2094 j X1 94992 52 1939 2094 1220 1440 1514 j GR 4739.3 0 4738 283 4736.1 385 4734.1 490 4732.1 581 GR 4728.5 638 4727.9 680 4715.9 774 4715.7 963 4716 1130 GR 4717.4 1135 4718 1140 4717.5 1141 4716.2 1143 4715.1 1266 GR 4715.3 1429 4716 1646 4717.1 1818 4716 1939 4709.5 1951 GR 4709.1 1982 4709.7 2017 4711.8 2026 4714.1 2033 4716.4 2078 GR 4717.7 2094 4716.1 2158 4716.2 2390 4722.1 2405 4722.2 2500 GR 4716.3 2526 4716.5 4400 4725.3 4481 4723.7 4508 4720.8 4529 GR 4722.1 4567 4724.1 4641 4724.4 4693 4724 4760 4724.2 4809 GR 4725.1 4965 4725.8 5079 4728 5398 4730 5672 4732 5974 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 12 GR 4734 6273 4736 6390 4738 6396 4740.4 6402 4738.9 6406 GR 4737.3 6411 4739.2 6421 SURVEY SECTION 46 ET 7.1 7.1 7.1 7.1 7.1 1 3634 X1 97113 74 3440 3589 950 660 2121 GR 4740.2 0 4740.1 247 4738 330 4734 414 4728 489 GR 4722 611 4720.2 722 4718.9 894 4718 904 4716 926 GR 4716 1009 4716.9 1114 4717.9 1199 4718.2 1227 4717.4 1354 GR 4718 1523 4718.5 1629 4717.8 1754 4718.7 2035 4717.8 2301 GR 4716.2 2310 4715.4 2327 4717.4 2409 4714.6 2499 4717.2 2556 GR 4715.7 2606 4717.3 2713 4718 2901 4718.7 2959 4718 3005 GR 4712.9 3037 4716.3 3105 4718 3137 4719 3200 4717.9 3274 GR 4717.9 3370 4716 3440 4713.9 3456 4714.2 3467 4711.9 3479 GR 4711.6 3523 4712 3542 4713.9 3567 4716 3577 4718.1 3589 GR 4726.6 3619 4726.7 3634 4723.9 3674 4722.1 3765 4722.2 3905 GR 4722.1 4076 4721.9 4117 4723.5 4244 4723.4 4499 4724 4632 GR 4724.6 4844 4724.9 5073 4723.9 5145 4723.6 5154 4724.1 5168 GR 4725.4 5247 4726 5414 4727 5597 4727.9 5795 4730 6021 GR 4732 6197 4734.1 6248 4734 6270 4738 6281 4740.1 6310 GR 4747.9 6455 4747.7 6484 4750.9 6502 4752.1 6519 SECTION MODIFIED FROM SURVEY SECTION 46 NORMAL BRIDGE DOWNSTREAM GROSS SECTION X1 97247 86 3473 3574 134 134 134 I GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 i GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 WELD COUNTY ROAD 25 GROUND POINTS MODIFIED FROM SECTION 46, ROAD PROFILE FROM SURVEY SECTION 47 NORMAL BRIDGE DOWNSTREAM NET SECTION Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 13 X1 97252 86 3473 3574 5 5 5 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 1 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 I ST 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 BT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 ST 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 ST 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 HT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 OR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 OR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 ! OR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 OR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 OR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM NET SECTION 4 X1 97284 86 3473 3574 32 32 32 ST -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 I BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 BT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 BT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 HT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 HT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 OR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 I IRun Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 14 1 1 OR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 OR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 OR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 OR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 OR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 OR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 OR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 OR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 OR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 OR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 OR 4752.1 6519 NORMAL BRIDGE UPSTREAM GROSS SECTION X1 97289 86 3473 3574 5 5 5 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 OR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 OR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 OR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 OR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 1 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 OR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 OR 4752.1 6519 SURVEY SECTION 48 X1 97916 62 3417 3562 650 650 627 GR 4741.5 0 4740 163 4738 345 4735.9 456 4733.9 549 GR 4732.4 613 4729.9 624 4728 652 4726 687 4724 718 GR 4720.7 726 4718.8 750 4718 762 4718.4 862 4718.5 1034 OR 4719.5 1190 4717.8 1362 4715.6 1394 4718 1451 4719.4 1643 OR 4719.6 1843 4719.7 2145 4719.2 2395 4718.1 2656 4719.2 2881 OR 4718 3000 4718.1 3069 4718 3152 4718.9 3280 4717.8 3373 OR 4716.2 3397 4718 3404 4719.4 3417 4718.1 3430 4716 3438 GR 4714.4 3462 4714 3482 4712.4 3515 4713.7 3544 4720.4 3562 1 GR 4721 3723 4721.3 3913 4720 4032 4719 4036 4720 4040 I GR 4722.1 4048 4722.9 4250 4723 4448 4723.1 4744 4722.8 4945 I GR 4724 5213 4725 5314 4726 5400 4727.1 5524 4728 5591 OR 4730 5687 4732.1 5779 4736.4 5858 4738.2 5916 4739.9 5950 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 15 OR 4744.8 5964 4748.1 6013 NC 0.058 0.058 0.035 .1 .3 SURVEY SECTION 49 ET 7.1 7.1 7.1 7.1 7.1 1 4250 X1 100055 61 2539 2751 1470 2070 2139 OR 4737.9 0 4736 143 4734.6 210 4731.6 228 4729.8 250 OR 4728.2 268 4725.8 290 4724.1 310 4723.5 377 4724 453 GR 4724.3 543 4724 615 4721.9 732 4720.5 880 4721.7 1140 I GR 4721.1 1382 4721.1 1698 4720.5 2012 4719.4 2145 4719.9 2268 i GR 4721.3 2432 4719.9 2539 4717.9 2553 4718.3 2570 4715.4 2578 GR 4715.5 2648 4715.9 2685 4717.9 2720 4719.6 2727 4720.6 2751 GR 4720.6 2796 4720.2 2824 4717.8 2840 4720.1 2865 4720.4 2892 GR 4720 2908 4719 2999 4718.4 3242 4717.5 3303 4720.2 3330 GR 4721.5 3377 4719.2 3477 4719.1 3502 4720.2 3536 4722 3578 GR 4722 3654 4721.5 3754 4722.3 3904 4721.6 4049 4721.7 4235 GR 4722.1 4250 4721 4282 4721.2 4547 4721.2 4864 4719.7 4960 GR 4722.1 5031 4722.7 5188 4724.1 5239 4726.1 5281 4728.1 5311 GR 4728.5 5320 ADJUSTING "n" VALUES TO THOSE OF WELD COUNTY FIS NEAR WINDSOR NC 0.060 0.073 0.035 J I SURVEY SECTION 50 X1 101911 39 3395 3500 1150 1150 1856 GR 4732.5 0 4732.1 64 4728 345 4726 570 4724 905 GR 4723.7 1131 4722.7 1362 4722 1579 4721.3 1875 4722 2017 GR 4722.6 2258 4724 2672 4724.9 2733 4724.5 2793 4722.3 2812 GR 4721.3 2875 4722 2946 4722.8 3030 4722.8 3126 4718.1 3146 GR 4722.8 3179 4723.4 3231 4722 3305 4721.6 3340 4722 3371 GR 4722.5 3395 4717.6 3408 4717.2 3454 4718.2 3482 4724 3500 GR 4724.4 3583 4724 3665 4722.4 3686 4724.2 3715 4726 3997 GR 4726.9 4125 4728 4243 4729.9 4281 4730.5 4306 REMAINDER OF FILE IS BY SIMONS, LI INC. FROM WELD COUNTY, COLORADO EIS NC 0.063 0.093 0.035 0.1 0.3 QT 5 12909 12909 4518 9550 26014 CROSS SECTION "A" FROM CACHE LA POUDRE NEAR WINDSOR FIS I IX1 103250 33 3584. 3701. 1300 900 1339 GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.7 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4716.7 3604.0 GR 4715.9 3615.0 4717.3 3631.0 4716.6 3646.0 4717.7 3655.0 4716.6 3674.0 GR 4724.3 3701.0 4723.3 3733.0 4723.8 3809.0 4725.6 3963.0 4724.2 3993.0 GR 4726.8 4044.0 4730.1 4154.0 4737.9 4252.0 CROSS SECTION "B" FROM CACHE LA POUDRE NEAR WINDSOR FIS Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 16 X1 103670 38 3590. 3817. 450. 350. 420. GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 i GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.4 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4726.3 3590.0 GR 4718.3 3604.0 4715.5 3622.0 4717.5 3639.0 4718.0 3656.0 4724.1 3665.0 GR 4724.4 3680.0 4723.0 3702.0 4718.5 3721.0 4722.3 3741.0 4721.1 3762.0 GR 4725.4 3762.1 4725.7 3763.0 4726.8 3817.0 4724.9 3876.0 4727.8 3921.0 GR 4730.0 4011.0 4732.9 4046.0 4738.0 4080.0 CROSS SECTION "C" FROM CACHE LA POUDRE NEAR WINDSOR FIS QT 5 12971 12971 4551 9605 26106 X1 105810 34 2786. 2874. 1300. 1680. 2140. GR 4740.0 .0 4738.8 169.0 4738.1 459.0 4737.1 605.0 4736.3 751.0 GR 4734.6 914.0 4733.2 1045.0 4730.8 1331.0 4731.4 1531.0 4730.4 1621.0 GR 4727.8 1913.0 4728.4 2196.0 4728.3 2458.0 4728.7 2493.0 4726.4 2650.0 GR 4727.4 2785.0 4727.1 2786.0 4721.1 2795.0 4719.0 2806.0 4718.5 2812.0 GR 4719.3 2824.0 4719.7 2840.0 4720.7 2867.0 4726.3 2874.0 4726.4 2874.0 GR 4727.7 3025.0 4727.2 3070.0 4727.4 3155.0 4726.3 3260.0 4726.7 3364.0 GR 4727.0 3504.0 4727.4 3634.0 4728.4 3743.0 4732.1 3943.0 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 17 IHLEQ = 3. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF THE GEOMETRIC MEAN FRICTION SLOPE. THAT IS HL = WLEN*(S*SLOPE)**.5 WHERE WLEN = DISCHARGE-WEIGHTED REACH LENGTH, S = FRICTION SLOPE AT CURRENT CROSS SECTION, SLOPE = FRICTION SLOPE AT PRECEDING CROSS SECTION. Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 18 THIS RUN EXECUTED 5JAN** 12:28:23 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EXISTING 100-YEAR SUMMARY PRINTOUT SECNO Q CWSEL VLOB VROB VCH AREA 64420.000 12000.00 4686.70 1.69 2.00 6.02 4539.43 69083.000 12000.00 4689.98 1.75 0.89 4.63 6213.57 72127.000 12000.00 4693.17 1.82 0.61 6.68 1823.54 72247.000 12000.00 4693.48 0.00 0.00 6.37 1884.15 72301.000 12000.00 4693.56 0.00 0.00 6.30 1904.11 * 73245.000 12000.00 4695.00 1.50 1.51 3.20 7136.05 76033.000 12000.00 4695.56 0.81 1.15 2.69 10272.04 * 77090.000 12000.00 4696.21 0.24 1.96 4.93 5059.72 78817.000 12000.00 4697.94 1.71 1.76 4.39 5694.85 * 70928.000 12000.00 4697.97 0.00 0.88 3.78 4904.52 78962.000 12000.00 4697.98 0.00 0.88 3.77 4922.56 * 79062.000 12000.00 4698.15 1.52 1.63 3.99 6348.41 * 80500.000 12450.00 4699.84 2.31 2.15 7.82 4273.39 * 81954.000 12450.00 4701.97 2.18 1.44 4.02 6475.01 84599.000 12450.00 4703.74 2.09 0.00 4.02 5592.40 87304.000 12450.00 4706.05 2.00 0.00 3.56 5774.88 89243.000 12450.00 4708.54 2.12 2.47 5.54 4356.76 Run Date: 5JAN** Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 19 SECNO Q CWSEL VLOH VROH VCH AREA 89383.000 12450.00 4708.97 1.89 1.92 5.21 5398.48 * 89388.000 12450.00 4709.76 2.27 2.62 8.92 3390.53 * 89424.000 12450.00 4710.37 1.87 2.00 6.07 4943.41 * 89429.000 12450.00 4710.63 1.09 0.95 2.44 10947.92 * 91035.000 12450.00 4711.84 3.54 0.00 9.47 2349.14 * 91962.000 12450.00 4714.25 1.80 0.00 3.90 5630.40 * 93478.000 12450.00 4715.85 2.45 2.32 6.12 4402.95 94992.000 12450.00 4718.40 2.40 0.00 5.74 3886.63 * 97113.000 12450.00 4719.95 1.40 0.57 3.46 7430.67 97247.000 12450.00 4720.03 1.47 0.00 3.59 7488.65 " 97252.000 12450.00 4719.97 2.31 0.00 5.57 4470.55 97284.000 12450.00 4720.06 2.22 0.00 5.30 4700.48 * 97289.000 12450.00 4720.22 1.38 0.00 3.30 8023.10 * 97916.000 12450.00 4720.64 1.69 0.52 4.60 5928.58 100055.000 12450.00 4722.48 1.11 1.50 3.98 7102.86 * 101911.000 12450.00 4724.37 1.94 0.78 6.57 4989.13 103250.000 12909.00 4727.00 1.86 1.44 8.22 3711.81 103670.000 12909.00 4728.21 1.71 0.92 4.90 4990.35 105810.000 12971.00 4730.32 1.46 1.22 6.73 6222.09 Run Date: 5.IAN*" Run Time: 12:28:23 HMVersion: 6.52 Data File: EXISTING.HC2 Page 20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 73245.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 78928.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 79062.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 80500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 81954.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 89388.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 89388.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 89388.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 89388.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 89424.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 89424.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89429.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91035.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91962.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93478.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97252.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97289.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97916.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 101911.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE HEC2 S/N: 1366000138 HMVersion: 6.52 Data File: UPDATED.HC2 ******************************************** *************************************** * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE BJAN** TIME 10:55:53 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXX X XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX . . . FULL MICRO-COMPUTER IMPLEMENTATION . . . HAESTAD E S TAD METHODS 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 1 Run Date: BJAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 1 THIS RUN EXECUTED BJAN** 10:55:53 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 RIVERVIEW FLOOD HAZARD DEVELOPMENT PERMIT, TUTTLE APPLEGATE PROJECT NO. T2 99-182, DECEMBER 1999, DSM, CACHE LA POUDRE RIVER, WELD COUNTY, COLORADO T3 UPDATED EXIST. 100-YEAR T4 ORIGINAL MODEL IS POUDR99.DAT FROM CORPS OF ENGINEERS, OMAHA DIST. T5 ENCROACHMENTS ADDED TO SECTIONS 36 & 37 FOR NEW DEVELOPMENT TO SOUTH T6 ORIGINAL MODEL WENT FROM SOUTH PLATTE TO GREELEY; HAS BEEN SHORTENED T8 WATER SURFACE FROM ORIGINAL MODEL USED AS D/S BOUNDARY CONDITION T9 NEW FILENAME: UPDATED.HC2 83RD AVENUE BRIDGE HAS BEEN MODIFIED TO CORRECT CODING ERROR; TWO DUPLICATE STATIONS REMAIN IN BT RECORDS (418 AND 2303.9) , BUT OKAY JS ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 0 4686.7 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 55 56 26 25 33 5 51 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** -10 -10 J6 IHLEQ ICOPY SUBDIV STRTDS RMILE 3 NC 0.055 0.052 0.035 .1 .3 QT 5 12000 12000 4030 8740 24650 SURVEY SECTION 27 ET 7.1 7.1 7.1 7.1 7.1 1 3895 2 X1 64420 55 1324 1451 1250 840 2602 GR 4703.7 0 4702 53 4700 207 4698 361 4696 491 GR 4694 605 4692 796 4690 1067 4688 1214 4685.9 1266 GR 4683.9 1324 4680.2 1343 4679.4 1384 4679.9 1400 4682.1 1420 GR 4681.4 1430 4682 1436 4684 1451 4684.5 1675 4684.1 1892 GR 4683.8 2109 4683.9 2124 4684.1 2155 4684.7 2387 4684.7 2596 GR 4686 2916 4686.1 3105 4686.2 3282 4686 3475 4686 3567 GR 4686.1 3724 4688 3881 4689.7 3895 4687.9 3902 4684.1 3916 GR 4685.9 3930 4686 3954 4686 3985 4686.9 4116 4688 4257 GR 4690 4470 4691.9 4536 4689.8 4547 4692 4559 4694.1 4571 Run Date: 8JAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 2 I GR 4694.7 4627 4695.9 4680 4696.3 4711 4691.8 4717 4691.1 4733 GR 4692 4749 4696.3 4757 4698 4773 4700.2 4823 4701.3 4850 NC 0.050 0.050 0.035 .3 .5 SURVEY SECTION 28 X1 69083 74 4447 4517 1230 1020 4663 GR 4701.8 0 4701.9 4 4700.8 89 4700 349 4698 569 GR 4696.1 739 4693.9 894 4691.9 904 4692 1150 4692 1229 GR 4692 1312 4691.9 1339 4692 1376 4692 1385 4691.6 1458 T GR 4690.5 1564 4690 1670 4689.9 1739 4689.4 1884 4687.8 2153 GR 4688.1 2188 4687.8 2222 4688.3 2258 4687.7 2321 4688 2368 GR 4688.4 2439 4688.6 2512 4688 2623 4688 2696 4688.2 2773 GR 4688 2868 4687.8 2898 4688.2 2972 4688 2997 4687.9 3071 GR 4685.7 3270 4686 3305 4687.2 3437 4687.1 3677 4687.5 3878 GR 4687.9 4006 4687.9 4070 4688 4138 4688.8 4264 4688 4420 GR 4687.9 4447 4683.4 4451 4682.8 4473 4684 4506 4688.3 4517 GR 4690 4646 4692.2 4657 4693.6 4667 4691.2 4677 4692.2 4706 GR 4694.3 4716 4696 4782 4698.2 4794 4702.1 4802 4704.1 4841 GR 4705.9 4844 4708 4866 4708.1 4949 4710 5030 4712.1 5076 GR 4712.8 5156 4712 5255 4712.1 5360 4713.7 5374 4720.1 5390 I GR 4729.8 5411 4736.1 5427 4738 5445 4739.5 5465 j SURVEY SECTION 29 ET 7.1 7.1 7.1 7.1 9.1 2050 2500 1050 3500 X1 72127 90 2072 2370 1100 2000 3044 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 3 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 59TH AVENUE DOWNSTREAM SECTION DUPLICATE OF SURVEY SECTION 29 Run Date: SJAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 3 ET 9.1 1050 3500 X1 72247 90 2072 2370 120 120 120 X3 10 0 0 0 0 0 0 4693.5 4693.5 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2016 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4683.9 2138 4683.9 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 ROAD PROFILE FROM SECTION 30 AND NEW BRIDGE PLANS ADDED TO GROUND POINTS FROM SURVEY SECTION 29, DOWNSTREAM NET SECTION UPSTREAM BRIDGE SECTION ET 1800 2850 SB 1.05 1.56 3.0 0 160 11.2 3520 4.8 4664.0 4683.9 X1 72301 90 2072 2370 54 54 54 X2 1 4699.1 4696.1 X3 10 4696.1 4696.7 BT -44 0 4707.5 4682 229 4704.1 4682 339 4702 4682 BT 478 4700 4682 603 4699.1 4682 826 4698 4682 HT 1056 4697.3 4682 1338 4696.8 4682 1629 4696.2 4682 BT 1696 4696 4682 1696 4696 4682 1859 4698.2 4682 4 BT 2066.8 4701.2 4682 2067 4701.2 4698.7 2122.2 4701.4 4698.9 BT 2122.2 4701.4 4685.9 2125 4701.4 4685.9 2125 4701.4 4698.9 ST 2186.5 4701.6 4699.0 2186.5 4701.6 4685.0 2189.3 4701.6 4685.1 BT 2189.3 4701.6 4699.0 2250.8 4701.6 4699.1 2250.8 4701.6 4686.8 BT 2253.6 4701.6 4687.0 2253.6 4701.6 4699.1 2254.9 4701.6 4699.1 ST 2315 4701.5 4699.0 2315 4701.5 4688.9 2317.8 4701.5 4688.9 BT 2317.8 4701.5 4699.0 2372.9 4701.3 4698.8 2373 4701.3 4682 ST 2446 4700.4 4682 3187 4696.7 4682 3543 4697.7 4682 ST 3661 4698.7 4682 3917 4698.7 4682 4092 4699.9 4682 BT 4186 4700.1 4682 4472 4700.6 4682 4587 4701.8 4682 ST 5081 4706.8 4682 5281 4710 4682 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 Run Date: 8JAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 4 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 SURVEY SECTION 31 ENCROACHMENT FOR EFFECTIVE AREA INTO BRIDGE ET 7.1 7.1 7.1 7.1 1500 3400 X1 73245 50 2586 2696 480 720 944 GR 4710.7 0 4710 54 4708.1 145 4705.9 245 4704 334 GR 4702.1 426 4699.9 530 4697.8 565 4696.2 589 4694.1 609 GR 4692.6 918 4692 1165 4691.6 1260 4692 1341 4692.9 1505 GR 4691.7 1697 4692.5 1747 4691.9 1780 4692.4 1839 4691.9 1922 GR 4692.1 1976 4690.4 2020 4692.3 2079 4690.8 2157 4689.7 2208 GR 4691.6 2398 4689.8 2586 4686.8 2674 4688.4 2690 4690.2 2696 GR 4689.6 2762 4691.1 2862 4691.7 3116 4692.5 3375 4692.5 3658 GR 4694 3812 4696 4013 4696 4042 4693.6 4045 4692.7 4066 GR 4694 4114 4696 4124 4697.1 4285 4697.3 4532 4698 4772 GR 4700 4943 4702 5106 4703.3 5256 4704.1 5376 4705.7 5417 NC 0.056 0.050 0.035 .1 .3 5 SURVEY SECTION 32 X1 76033 62 1822 1894 1300 1000 2788 GR 4708.7 0 4707.4 88 4708.5 216 4708 333 4706.1 499 GR 4704.1 584 4702 654 4700 745 4698 822 4696 933 GR 4696 1014 4698.5 1025 4693.8 1037 4692 1072 4691.9 1088 GR 4692 1106 4694 1116 4694 1331 4693 1552 4692.8 1695 GR 4694 1791 4693.9 1822 4687.6 1834 4687.7 1886 4694.6 1894 GR 4694 1937 4693.1 2041 4692.3 2130 4690.8 2150 4692.2 2178 GR 4693.3 2344 4691.9 2518 4691.9 2550 4692 2579 4692.5 2662 GR 4691.8 2909 4692.3 3037 4692 3104 4691.9 3338 4692 3445 GR 4692.4 3520 4692 3591 4692 3644 4692 3764 4693.2 3846 GR 4692 3941 4691.8 4000 4692 4059 4692.7 4147 4693.3 4304 GR 4694 4408 4696.5 4421 4696.1 4434 4694.1 4443 4694 4496 GR 4695.8 4684 4710.1 4734 4718 4767 4719.3 4817 4717.9 4931 GR 4717.1 5095 4718.1 5249 NC 0.055 0.056 0.035 .3 .5 SURVEY SECTION 33 X1 77090 76 1718 1856 1000 1000 1057 GR 4712 0 4710.6 66 4710.1 143 4709.3 308 4708 391 GR 4706 487 4704 579 4702.1 643 4699.9 709 4699.2 806 GR 4698 940 4697.3 1055 4696.7 1192 4698 1292 4698.4 1325 GR 4698 1350 4696.6 1423 4696.6 1581 4696 1718 4689.7 1733 Run Date: BJAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 5 GR 4689.9 1807 4691.8 1813 4693 1848 4697 1856 4695.5 1867 GR 4694 1957 4693.7 2064 4693.8 2206 4694 2252 4694.9 2353 GR 4695.2 2505 4695.3 2654 4696 2839 4695.2 2918 4692 2931 GR 4690.9 3022 4692 3068 4693.7 3174 4693.7 3296 4694.2 3357 GR 4693.8 3382 4694.2 3420 4699.9 3444 4700.8 3448 4700.1 3452 GR 4696 3472 4694 3501 4693.7 3681 4693.1 3850 4693.9 3929 GR 4696 3939 4696.3 3942 4694 3952 4694.3 3979 4702 3992 GR 4703.8 4010 4709.9 4021 4730.6 4060 4734.5 4068 4735.2 4073 GR 4733.8 4079 4720.2 4151 4709.4 4197 4722.9 4253 4733.9 4308 GR 4746.2 4383 4746.5 4450 4747.7 4528 4746 4567 4737.7 4752 GR 4737.3 4812 4736.6 4926 4732 5076 4731.5 5136 4736.1 5283 GR 4737.9 5317 i SURVEY SECTION 34 X1 78817 71 2830 2979 1100 1100 1727 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 6 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 WELD COUNTY ROAD 29 SURVEY SECTION 35 ROAD PROFILE IS SURVEY SECTION 35, GROUND POINTS FROM SECTION 34 l X1 78928 91 2830 3028 111 111 111 4 X3 10 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 + GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 • GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.1 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 Run Date: 8JAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 6 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 SB 0.95 1.56 2.6 0 60 2 1516 8.7 4682.2 4682.1 X1 78962 91 2830 3028 34 34 34 X2 1 4692.6 4695.8 I X3 10 BT -34 0 4718.9 4685 223 4712.1 4685 494 4701.9 4685 BT 553 4700.4 4685 630 4700 4685 824 4699.1 4685 BT 1126 4698.6 4685 1265 4698 4685 1313 4697.8 4685 BT 1352 4698 4685 1488 4698 4685 1541 4697.8 4685 BT 1950 4696.9 4685 2210 4695.8 4685 2286 4696.1 4685 BT 2286 4696.1 4685 2322 4696.1 4685 2407 4697.1 4685 BT 2606 4698 4685 2830 4698.1 4685 2830 4698.1 4692.6 7 BT 2928 4697.9 4692.4 2928 4697.9 4683.4 2930 4697.9 4683.5 HT 2930 4697.9 4692.4 3028 4697.7 4692.2 3028 4697.7 4685 HT 3172 4697.6 4685 3411 4695.8 4685 3595 4695.7 4685 BT 3807 4698.3 4685 3868 4698.3 4685 3901 4698.9 4685 BT 4022 4698 4685 GR 4716.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.2 2902 I GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 I GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 I GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 DUPLICATE OF SECTION 34 X1 79062 71 2830 2979 100 100 100 X3 3875 4705 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 I GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 Run Date: BJAN** Run Time: 10:55:53 HNVersion: 6.52 Data File: UPDATED.HC2 Page 7 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 QT 5 12450 12450 4230 9090 25250 8 SURVEY SECTION 36 X1 80500 69 2082 2158 1170 1140 1438 X3 3582 4705 GR 4719.5 0 4718.1 9 4715.9 29 4714 174 4712 250 GR 4710 316 4708.1 381 4705.9 447 4703.9 537 4702 770 GR 4700.8 974 4700.7 1176 4700.5 1394 4700 1557 4698 1890 CR 4695.8 2032 4696.2 2034 4697.1 2059 4696 2082 4691.9 2101 GR 4691.7 2150 4696.3 2158 4697.6 2344 4698 2495 4698.2 2554 GR 4697.9 2676 4698 2781 4697.9 2855 4698.3 2981 4698 3127 GR 4697.8 3190 4698 3233 4698.6 3510 4700.8 3521 4696.2 3540 GR 4694.9 3574 4698.9 3582 4699.3 3641 4700 3700 4702.1 3777 GR 4705.8 3867 4708 3938 4709.3 3963 4713.9 3987 4724.5 4008 GR 4724.3 4032 4720.4 4064 4716 4158 4721.8 4177 4724.3 4207 GR 4728 4287 4723 4371 4731.4 4420 4734.9 4462 4741 4478 GR 4744.3 4507 4745.7 4525 4748.1 4561 4750.7 4662 4747.4 4800 1 GR 4748.7 4832 4744.4 4868 4746.4 4897 4744.2 4946 4743.8 4960 GR 4744 4974 4746.1 5043 4751.8 5155 4762 5286 NC 0.050 0.054 0.035 .1 .3 SURVEY SECTION 37 X1 81954 79 1579 1711 1650 1120 1454 X3 3512 4705 GR 4727.1 0 4724.8 25 4724 56 4722 170 4720 355 GR 4720.1 482 4720.5 511 4718.3 563 4716.3 595 4713.7 636 GR 4713 697 4712.1 749 4709.9 785 4708 875 4706 957 GR 4704 1100 4702 1199 4699.9 1318 4693.3 1369 4698.3 1425 GR 4698.4 1482 4698.1 1579 4695.5 1587 4694 1612 4696 1675 GR 4698.1 1711 4698.3 1825 4699.4 2032 4700 2163 4701 2375 GR 4700.7 2490 4700 2625 4699.6 2697 4700 2770 4699.4 2895 GR 4699.9 3008 4700.4 3087 4700 3189 4699.7 3313 4699.8 3420 GR 4702.2 3430 4702.2 3437 4702.2 3446 4695.8 3465 4694.5 3479 GR 4696.1 3499 4698.2 3512 4699.8 3585 4702.1 3617 4704.1 3654 i GR 4703.9 3669 4704.9 3675 4706.2 3678 4708.1 3683 4710.1 3708 GR 4720.5 3750 4725.8 3789 4721.9 3835 4717.5 3926 4720.3 3971 I GR 4729.9 4022 4730.4 4071 4732.6 4159 4730.3 4266 4736.5 4302 I GR 4741.9 4343 4749.5 4378 4751.2 4396 4749.9 4458 4751.6 4554 GR 4753.1 4608 4754 4685 4756 4789 4758 4860 4765.8 5087 GR 4770.1 5258 4772 5373 4773.9 5492 4776.5 5609 SURVEY SECTION 38 Run Date: 8JAN** Run Time: 10:55:53 HNVersion: 6.52 Data File: UPDATED.HC2 Page 8 X1 84599 57 3180 3273 1500 1610 2645 GR 4722.1 0 4721.3 3 4719.3 101 4718 272 4716 461 GR 4714 657 4712.1 730 4710 798 4708 838 4706.1 874 GR 4704 962 4701.8 1036 4701.9 1158 4700.1 1209 4699.5 1285 GR 4699.9 1338 4701 1475 4700 1803 4700.1 1901 4702 2191 9 GR 4702 2452 4702 2516 4701.3 2653 4702 2806 4704.2 2910 GR 4708.2 2919 4708.3 2927 4707.9 2941 4702.1 2972 4700.6 3005 GR 4702.1 3040 4703 3139 4701.9 3180 4700.1 3184 4698.6 3233 GR 4699.5 3264 4708 3273 4706.7 3281 4735.3 3300 4733.8 3310 GR 4733.5 3324 4734 3338 4736 3496 4738 3587 4740 3659 GR 4742.1 3824 4750.8 3851 4754.2 3881 4760.1 4049 4764.1 4130 GR 4766 4179 4766.3 4201 4765.8 4224 4763.9 4350 4762 4496 GR 4762.2 4733 4761.6 4778 NC 0.050 0.055 0.035 .3 .5 SURVEY SECTION 39 X1 87304 62 3445 3621 1500 1600 2705 GR 4721.3 0 4719.8 14 4720.4 35 4720 57 4718 267 GR 4716.1 400 4714.1 473 4709.8 537 4706.1 603 4704 678 GR 4702.9 661 4702.9 1098 4702.6 1279 4704 1477 4705.1 1665 GR 4706 1961 4706.4 2036 4706 2105 4705.4 2232 4704 2410 GR 4703.8 2468 4704.1 2519 4704.1 2546 4703.6 2676 4703.6 2848 GR 4703.3 3010 4704 3109 4705.5 3235 4708.6 3254 4705.6 3278 GR 4703.6 3297 4704.1 3309 4704.9 3323 4706.1 3346 4707 3363 GR 4706 3379 4704.2 3406 4703.2 3420 4704.2 3445 4704 3460 GR 4703.6 3511 4701.9 3563 4700.8 3597 4701.1 3618 4706.3 3621 GR 4707.2 3757 4708 3871 4710 3959 4712.1 4003 4714.1 4055 GR 4711.8 4063 4710.7 4068 4712.1 4073 4716.1 4078 4716.7 4085 GR 4716 4089 4716 4104 4717.9 4144 4721.8 4206 4723.9 4237 GR 4730.1 4280 4735.6 4324 SURVEY SECTION 40 X1 89243 64 2274 2456 1340 1330 1939 GR 4721.3 0 4720 5 4717.9 11 4717.6 103 4716 205 GR 4714 325 4712 423 4709.9 481 4708.2 695 4708.1 937 GR 4708 1113 4707.8 1238 4706.7 1435 4708.3 1515 4706.2 1552 GR 4704.1 1612 4707 1665 4706.1 1787 4706.6 1887 4706.2 1980 GR 4705.8 2119 4706 2213 4707.8 2251 4710.3 2262 4711.4 2274 GR 4709.9 2287 4703.3 2305 4702.1 2347 4703.2 2421 4708.2 2456 GR 4708.5 2526 4708 2587 4707.9 2696 4707.9 2835 4708.7 2966 GR 4708 3082 4704.6 3133 4706 3163 4706.3 3182 4703.4 3196 GR 4703 3219 4703.9 3233 4705.6 3261 4704 3280 4704.2 3296 GR 4704.1 3329 4708.2 3342 4708.5 3475 4709.1 3762 4710.1 3849 GR 4712.1 4062 4712.8 4338 4713.7 4491 4714 4502 4718.1 4517 GR 4719.8 4525 4717.8 4540 4716.8 4549 4716 4557 4715 4567 GR 4715.8 4576 4720.1 4597 4721.9 4655 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM GROSS SECTION Run Date: BJAN" Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 9 X1 89383 80 2183 2322 225 225 140 10 X3 10 0 0 0 0 0 0 4707 4706.6 GR 4720.3 0 4720 5 4717.9 11 4717.652 87 4715.733 221 1 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 • i WELD COUNTY ROAD 27, DOWNSTREAM NET SECTION i GROUND POINTS FROM SECTION 40, ROAD PROFILE FROM SECTION 41 I X1 89388 80 2183 2322 5 5 5 X3 10 80 0 0 0 0 0 4708.0 4707.6 X4 1 4702.1 2201.1 ST -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 ST 418 4709.9 4700 418 4709.9 4700 586 4708 4700 ST 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 ST 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4711.1 BT 2201.1 4714.4 4711.1 2251.6 4714.5 4711.2 2251.7 4714.5 4702.4 ST 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 I BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 I ST 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 I BT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.7 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 11 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 Run Date: STAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 10 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM NET SECTION X1 89424 80 2183 2322 36 36 36 X3 10 0 0 0 0 0 0 4708.0 4707.6 ST -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 ST 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 ST 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 BT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4700 BT 2201 4714.4 4711.1 2251.6 4714.5 4711.2 2251.6 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 ST 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 ST 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 ST 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 ST 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.9 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM GROSS SECTION X1 89429 80 2183 2322 5 5 5 X3 10 0 0 0 0 0 0 4708.0 4707.6 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 12 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 Run Date: BJAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 11 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 SURVEY SECTION 42 ET 7.1 7.1 7.1 7.1 9.1 980 1956 1 1956 X1 91035 48 1799 1956 1350 1350 1606 GR 4723.3 0 4721.8 104 4720.1 172 4715.9 272 4713.9 346 GR 4712 471 4711.1 548 4712 621 4712.1 702 4710 716 GR 4709 86B 4709.8 966 4710.7 1147 4709.9 1394 4708.5 1603 GR 4710.1 1784 4714.1 1796 4714.5 1799 4714 1804 4713.3 1811 GR 4712 1819 4710.1 1828 4703.9 1858 4703.3 1885 4703.8 1906 GR 4710 1934 4713.9 1956 4715 2157 4714.1 2473 4714 2795 GR 4713.6 3067 4712 3131 4711.5 3408 4712 3637 4712.2 3703 GR 4712 3793 4712.5 3941 4712.1 4238 4712.6 4539 4714 4684 GR 4715.9 4769 4717.9 4779 4717.9 4786 4715.8 4791 4715.9 4793 GR 4718.3 4799 4720.1 4808 4719.3 4835 NC 0.050 0.050 0.035 .1 .3 SURVEY SECTION 43 ET 7.1 7.1 7.1 7.1 7.1 1 1722 X1 91962 54 1515 1687 830 870 927 GR 4714.7 0 4714 20 4712.1 229 4711.5 396 4712 562 GR 4713.7 576 4712 591 4710 606 4708 624 4707.8 703 GR 4707.9 750 4710 761 4710.8 888 4710.2 1068 4711.4 1270 GR 4712.1 1372 4712.3 1467 4712.3 1515 4705.7 1540 4706 1578 GR 4707.1 1619 4708 1662 4716.3 1687 4717.2 1722 4716.1 1758 GR 4712.9 1783 4713.1 2826 4716.9 2948 4718.2 2985 4720.1 3086 GR 4722.4 3159 4723.6 3200 4713.3 3236 4713.6 3280 4714.7 3351 GR 4715 3564 4716 3824 4716 3880 4716 3926 4716 3947 GR 4716.4 4002 4718 4043 4720.1 4114 4721 4293 4722 4397 GR 4722.2 4401 4721.6 4405 4719.8 4411 4717.8 4417 4716.1 4422 GR 4718.2 4427 4722.2 4433 4722 4454 4722.1 4465 SURVEY SECTION 44 13 ET 7.1 7.1 7.1 7.1 7.1 1 3000 X1 93478 63 2507 2594 1320 1260 1516 GR 4729.6 0 4728.1 95 4726 319 4724 425 4721.8 502 GR 4720 548 4717.9 609 4715.2 688 4713.9 897 4712.2 915 GR 4714.3 962 4714.6 1431 4714.7 1790 4715.1 1971 4714 2270 GR 4713 2285 4711.9 2303 4711.3 2384 4710.1 2507 4708 2520 GR 4707.7 2540 4707.5 2556 4714.2 2572 4715.8 2594 4714 2630 GR 4713 2642 4712 2652 4711.4 2671 4712 2689 4713 2695 GR 4714.3 2705 4714.6 2847 4714 2961 4713.1 3073 4714 3206 GR 4714.1 3260 4713.9 3313 4713.6 3462 4712.2 3632 4711.9 3849 GR 4709.8 3908 4711.6 3943 4709.9 3952 4707.8 3959 4708.1 3975 GR 4712.1 3993 4714.1 4002 4716.1 4022 4716.5 4033 4716.3 4043 GR 4719.3 4391 4723.4 4425 4720 4463 4718 4491 4719.9 4575 GR 4720.2 4614 4719.9 4690 4721.2 4845 4719.9 4898 4715.7 4910 GR 4716 4923 4718.2 4961 4718.4 4980 Run Date: 8JAN"* Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 12 NC 0.048 0.055 0.035 .3 .5 SURVEY SECTION 45 ET 7.1 7.1 7.1 7.1 7.1 1 2094 X1 94992 52 1939 2094 1220 1440 1514 GR 4739.3 0 4738 283 4736.1 385 4734.1 490 4732.1 581 GR 4728.5 638 4727.9 680 4715.9 774 4715.7 963 4716 1130 GR 4717.4 1135 4718 1140 4717.5 1141 4716.2 1143 4715.1 1266 GR 4715.3 1429 4716 1646 4717.1 1818 4716 1939 4709.5 1951 GR 4709.1 1982 4709.7 2017 4711.8 2026 4714.1 2033 4716.4 2078 GR 4717.7 2094 4716.1 2158 4716.2 2390 4722.1 2405 4722.2 2500 GR 4716.3 2526 4716.5 4400 4725.3 4481 4723.7 4508 4720.8 4529 GR 4722.1 4567 4724.1 4641 4724.4 4693 4724 4760 4724.2 4809 GR 4725.1 4965 4725.8 5079 4728 5398 4730 5672 4732 5974 GR 4734 6273 4736 6390 4738 6396 4740.4 6402 4738.9 6406 GR 4737.3 6411 4739.2 6421 SURVEY SECTION 46 ET 7.1 7.1 7.1 7.1 7.1 1 3634 X1 97113 74 3440 3589 950 660 2121 GR 4740.2 0 4740.1 247 4738 330 4734 414 4728 489 GR 4722 611 4720.2 722 4718.9 894 4718 904 4716 926 GR 4716 1009 4716.9 1114 4717.9 1199 4718.2 1227 4717.4 1354 GR 4718 1523 4718.5 1629 4717.8 1754 4718.7 2035 4717.8 2301 GR 4716.2 2310 4715.4 2327 4717.4 2409 4714.6 2499 4717.2 2556 GR 4715.7 2606 4717.3 2713 4718 2901 4718.7 2959 4718 3005 GR 4712.9 3037 4716.3 3105 4718 3137 4719 3200 4717.9 3274 GR 4717.9 3370 4716 3440 4713.9 3456 4714.2 3467 4711.9 3479 GR 4711.6 3523 4712 3542 4713.9 3567 4716 3577 4718.1 3589 GR 4726.6 3619 4726.7 3634 4723.9 3674 4722.1 3765 4722.2 3905 14 GR 4722.1 4076 4721.9 4117 4723.5 4244 4723.4 4499 4724 4632 GR 4724.6 4844 4724.9 5073 4723.9 5145 4723.6 5154 4724.1 5168 GR 4725.4 5247 4726 5414 4727 5597 4727.9 5795 4730 6021 GR 4732 6197 4734.1 6248 4734 6270 4738 6281 4740.1 6310 GR 4747.9 6455 4747.7 6484 4750.9 6502 4752.1 6519 SECTION MODIFIED FROM SURVEY SECTION 46 NORMAL BRIDGE DOWNSTREAM GROSS SECTION X1 97247 86 3473 3574 134 134 134 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 Run Date: BJAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 13 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 WELD COUNTY ROAD 25 GROUND POINTS MODIFIED FROM SECTION 46, ROAD PROFILE FROM SURVEY SECTION 47 NORMAL BRIDGE DOWNSTREAM NET SECTION X1 97252 86 3473 3574 5 5 5 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 BT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 BT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 15 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM NET SECTION X1 97284 86 3473 3574 32 32 32 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 HT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 HT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 HT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 HT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 Run Date: BJAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 14 HT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 HT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 HT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4121.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 HT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 16 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM GROSS SECTION X1 97289 86 3473 3574 5 5 5 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 SURVEY SECTION 48 Run Date: 8JAN•• Run Time: 10:55:53 HMVeraion: 6.52 Data File: UPDATED.HC2 Page 15 X1 97916 62 3417 3562 650 650 627 GR 4741.5 0 4740 163 4738 345 4735.9 456 4733.9 549 GR 4732.4 613 4729.9 624 4728 652 4726 687 4724 718 GR 4720.7 726 4718.8 750 4718 762 4718.4 862 4718.5 1034 GR 4719.5 1190 4717.8 1362 4715.6 1394 4718 1451 4719.4 1643 GR 4719.6 1843 4719.7 2145 4719.2 2395 4718.1 2656 4719.2 2881 GR 4718 3000 4718.1 3069 4718 3152 4718.9 3280 4717.8 3373 GR 4716.2 3397 4718 3404 4719.4 3417 4718.1 3430 4716 3438 GR 4714.4 3462 4714 3482 4712.4 3515 4713.7 3544 4720.4 3562 GR 4721 3723 4721.3 3913 4720 4032 4719 4036 4720 4040 GR 4722.1 4048 4722.9 4250 4723 4448 4723.1 4744 4722.8 4945 GR 4724 5213 4725 5314 4726 5400 4727.1 5524 4728 5591 GR 4730 5687 4732.1 5779 4736.4 5858 4738.2 5916 4739.9 5950 GR 4744.8 5964 4748.1 6013 17 NC 0.058 0.058 0.035 .1 .3 I 4 SURVEY SECTION 49 ET 7.1 7.1 7.1 7.1 7.1 1 4250 X1 100055 61 2539 2751 1470 2070 2139 GR 4737.9 0 4736 143 4734.6 210 4731.6 228 4729.8 250 GR 4728.2 268 4725.8 290 4724.1 310 4723.5 377 4724 453 GR 4724.3 543 4724 615 4721.9 732 4720.5 880 4721.7 1140 GR 4721.1 1382 4721.1 1698 4720.5 2012 4719.4 2145 4719.9 2268 GR 4721.3 2432 4719.9 2539 4717.9 2553 4718.3 2570 4715.4 2578 GR 4715.5 2648 4715.9 2685 4717.9 2720 4719.6 2727 4720.6 2751 GR 4720.6 2796 4720.2 2824 4717.8 2840 4720.1 2865 4720.4 2892 i GR 4720 2908 4719 2999 4718.4 3242 4717.5 3303 4720.2 3330 t GR 4721.5 3377 4719.2 3477 4719.1 3502 4720.2 3536 4722 3578 i GR 4722 3654 4721.5 3754 4722.3 3904 4721.6 4049 4721.7 4235 GR 4722.1 4250 4721 4282 4721.2 4547 4721.2 4864 4719.7 4960 GR 4722.1 5031 4722.7 5188 4724.1 5239 4726.1 5281 4728.1 5311 GR 4728.5 5320 ADJUSTING "n" VALUES TO THOSE OF WELD COUNTY FIS NEAR WINDSOR NC 0.060 0.073 0.035 SURVEY SECTION 50 X1 101911 39 3395 3500 1150 1150 1856 GR 4732.5 0 4732.1 64 4728 345 4726 570 4724 905 GR 4723.7 1131 4722.7 1362 4722 1579 4721.3 1875 4722 2017 GR 4722.6 2258 4724 2672 4724.9 2733 4724.5 2793 4722.3 2812 GR 4721.3 2875 4722 2946 4722.8 3030 4722.8 3126 4718.1 3146 GR 4722.8 3179 4723.4 3231 4722 3305 4721.6 3340 4722 3371 GR 4722.5 3395 4717.6 3408 4717.2 3454 4718.2 3482 4724 3500 GR 4724.4 3583 4724 3665 4722.4 3686 4724.2 3715 4726 3997 GR 4726.9 4125 4728 4243 4729.9 4281 4730.5 4306 REMAINDER OF FILE IS BY SIMONS, LI INC. FROM WELD COUNTY, COLORADO FIS I Run Date: 8JAN" Run Time: 10:55:53 HMVeraion: 6.52 Data File: UPDATED.HC2 Page 16 • NC 0.063 0.093 0.035 0.1 0.3 QT 5 12909 12909 4518 9550 26014 CROSS SECTION "A" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103250 33 3584. 3701. 1300 900 1339 GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727,6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.7 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4716.7 3604.0 18 GR 4715.9 3615.0 4717.3 3631.0 4716.6 3646.0 4717.7 3655.0 4716.6 3674.0 GR 4724.3 3701.0 4723.3 3733.0 4723.8 3809.0 4725.6 3963.0 4724.2 3993.0 GR 4726.8 4044.0 4730.1 4154.0 4737.9 4252.0 CROSS SECTION "B" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103670 38 3590. 3817. 450. 350. 420. GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.4 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4726.3 3590.0 GR 4718.3 3604.0 4715.5 3622.0 4717.5 3639.0 4718.0 3656.0 4724.1 3665.0 GR 4724.4 3680.0 4723.0 3702.0 4718.5 3721.0 4722.3 3741.0 4721.1 3762.0 GR 4725.4 3762.1 4725.7 3763.0 4726.8 3817.0 4724.9 3876.0 4727.8 3921.0 1 GR 4730.0 4011.0 4732.9 4046.0 4738.0 4080.0 CROSS SECTION "C" FROM CACHE LA POUDRE NEAR WINDSOR EIS QT 5 12971 12971 4551 9605 26106 X1 105810 34 2786. 2874. 1300. 1680. 2140. GR 4740.0 .0 4738.8 169.0 4738.1 459.0 4737.1 605.0 4736.3 751.0 GR 4734.6 914.0 4733.2 1045.0 4730.8 1331.0 4731.4 1531.0 4730.4 1621.0 GR 4727.8 1913.0 4728.4 2196.0 4728.3 2458.0 4728.7 2493.0 4726.4 2650.0 GR 4727.4 2785.0 4727.1 2786.0 4721.1 2795.0 4719.0 2806.0 4718.5 2812.0 GR 4719.3 2824.0 4719.7 2840.0 4720.7 2867.0 4726.3 2874.0 4726.4 2874.0 GR 4727.7 3025.0 4727.2 3070.0 4727.4 3155.0 4726.3 3260.0 4726.7 3364.0 GR 4727.0 3504.0 4727.4 3634.0 4728.4 3743.0 4732.1 3943.0 Run Date: 8JAN** Run Time: 10:55:53 HMVeraion: 6.52 Data File: UPDATED.HC2 Page 17 i IHLEQ = 3. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF THE i GEOMETRIC MEAN FRICTION SLOPE. THAT IS HL = WLEN*(S*SLOPE)**.5 WHERE WLEN = DISCHARGE-WEIGHTED REACH LENGTH, S = FRICTION SLOPE AT CURRENT CROSS SECTION, SLOPE = FRICTION SLOPE AT PRECEDING CROSS SECTION. Run Date: 8JAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 18 THIS RUN EXECUTED 8JAN** 10:55:54 ************************************* HEC-2 WATER SURFACE PROFILES 19 Version 4.6.2; May 1991 **R**************************S******* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST UPDATED EXIST. 100-YEAR SUMMARY PRINTOUT SECNO Q CWSEL VLOH VROB VCH AREA K*CHSL 10*KS DIFWSX 64420.000 12000.00 4686.70 1.69 2.00 6.02 4539.43 0.00 19.58 0.00 69083.000 12000.00 4689.98 1.75 0.89 4.63 6213.57 0.73 11.21 3.28 72127.000 12000.00 4693.17 1.82 0.61 6.68 1823.54 0.39 21.74 3.19 72247.000 12000.00 4693.48 0.00 0.00 6.37 1884.15 -0.83 18.59 0.32 72301.000 12000.00 4693.56 0.00 0.00 6.30 1904.11 1.85 17.97 0.08 * 73245.000 12000.00 4695.00 1.50 1.51 3.20 7136.05 2.97 4.48 1.44 76033.000 12000.00 4695.56 0.81 1.15 2.69 10272.04 0.29 3.23 0.55 * 77090.000 12000.00 4696.21 0.24 1.96 4.93 5059.72 1.99 15.57 0.66 78817.000 12000.00 4697.94 1.71 1.76 4.39 5694.85 1.04 11.12 1.73 * 78928.000 12000.00 4697.97 0.00 0.88 3.78 4904.52 -84.68 2.79 0.03 78962.000 12000.00 4697.98 0.00 0.88 3.77 4922.56 2.94 2.77 0.02 * 79062.000 12000.00 4698.15 1.53 1.66 4.02 6258.23 93.00 8.89 0.16 * 80500.000 12450.00 4699.85 2.31 2.17 7.82 4235.95 0.14 24.77 1.70 * 81954.000 12450.00 4702.01 2.22 1.46 4.09 6305.94 1.10 7.88 2.16 84599.000 12450.00 4703.78 2.07 0.00 3.96 5672.81 2.00 12.64 1.77 87304.000 12450.00 4706.05 2.00 0.00 3.57 5755.60 0.81 14.43 2.27 89243.000 12450.00 4708.54 2.12 2.46 5.53 4362.14 0.67 20.33 2.50 Run Date: 8JAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 19 20 SECNO Q CWSEL VLOB VROB VCH AREA K*CHSL 10*KS DIFWSX 89383.000 12450.00 4708.97 1.89 1.92 5.21 5401.55 0.00 14.30 0.42 * 89388.000 12450.00 4709.70 2.21 2.57 8.66 3330.38 0.00 45.84 0.73 * 89424.000 12450.00 4710.28 1.93 2.07 6.40 4705.84 0.00 22.11 0.58 * 89429.000 12450.00 4710.59 1.10 0.96 2.49 10794.71 0.00 2.54 0.31 * 91035.000 12450.00 4711.83 3.55 0.00 9.51 2339.11 0.75 51.59 1.24 * 91962.000 12450.00 4714.25 1.79 0.00 3.89 5641.80 2.59 6.73 2.42 * 93478.000 12450.00 4715.85 2.45 2.32 6.12 4405.22 1.19 21.87 1.60 94992.000 12450.00 4718.40 2.40 0.00 5.74 3886.63 1.06 17.06 2.54 * 97113.000 12450.00 4719.95 1.40 0.57 3.46 7430.67 1.18 5.25 1.55 97247.000 12450.00 4720.03 1.47 0.00 3.59 7487.28 -5.23 5.54 0.08 * 97252.000 12450.00 4719.97 2.31 0.00 5.58 4469.31 0.00 20.11 -0.06 97284.000 12450.00 4720.06 2.22 0.00 5.30 4700.48 0.00 17.96 0.09 * 97289.000 12450.00 4720.22 1.38 0.00 3.30 8023.10 0.00 4.57 0.16 * 97916.000 12450.00 4720.64 1.69 0.52 4.60 5928.58 2.39 11.42 0.43 100055.000 12450.00 4722.48 1.11 1.50 3.98 7102.86 1.40 8.82 1.84 * 101911.000 12450.00 4724.37 1.94 0.78 6.57 4989.13 0.97 22.88 1.89 103250.000 12909.00 4727.00 1.86 1.44 8.22 3711.81 -0.97 22.21 2.63 103670.000 12909.00 4728.21 1.71 0.92 4.90 4990.35 -0.95 12.09 1.21 105810.000 12971.00 4730.32 1.46 1.22 6.73 6222.09 1.40 12.59 2.11 Run Date: 8JAN** Run Time: 10:55:53 HMVersion: 6.52 Data File: UPDATED.HC2 Page 20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO. 73245.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 21 WARNING SECNO= 77090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 78928.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 79062.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 80500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 81954.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 89388.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 89388.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 89388.000 PROFILE= 1 20 TRIALS AIPE'MPTED TO BALANCE WSEL CAUTION SECNO= 89388.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 89424.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 89424.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89429.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91035.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91962.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93478.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97252.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97289.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97916.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 101911.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 22 HEC2 S/N: 1366000138 HMVersion: 6.52 Data File: PHASE_1.502 *££******££*£**£££****£**£££*£*££***££**£*** **££****££££££***£*********£**£*******£ * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE 0 * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE BJAN** TIME 10:56:10 * * (916) 756-1104 * *£*******************£*£****£****£**£** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX : :: FULL MICRO-COMPUTER IMPLEMENTATION . : : HAESTAD METHODS 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 Run Date: BJAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 1 THIS RUN EXECUTED 8JAN** 10:56:10 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 f******f***f************************f T1 RIVERVIEW FLOOD HAZARD DEVELOPMENT PERMIT, TUTTLE APPLEGATE PROJECT NO. T2 99-182, DECEMBER 1999, DSM, CACHE LA POUDRE RIVER, WELD COUNTY, COLORADO T3 PHASE 1 100-YEAR T4 ORIGINAL MODEL IS POUDR99.DAT FROM CORPS OF ENGINEERS, OMAHA DIST. T5 ENCROACHMENTS ADDED TO SECTIONS 36 & 37 FOR NEW DEVELOPMENT TO SOUTH T6 ORIGINAL MODEL WENT FROM SOUTH PLATTE TO GREELEY; HAS BEEN SHORTENED T8 WATER SURFACE FROM ORIGINAL MODEL USED AS D/S BOUNDARY CONDITION T9 NEW FILENAME: PHASE 1.HC2 83RD AVENUE BRIDGE HAS BEEN MODIFIED TO CORRECT CODING ERROR; TWO DUPLICATE STATIONS REMAIN IN HT RECORDS (418 AND 2303.9) , BUT OKAY J1 'CHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 0 4686.7 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IHW CHNIM ITRACE I 1 -1 I J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 55 56 26 25 33 5 51 I J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS******** , i -10 -10 J6 IHLEQ ICOPY SUHDIV STRTDS RMILE 3 NC 0.055 0.052 0.035 .1 .3 QT 5 12000 12000 4030 8740 24650 SURVEY SECTION 27 ET 7.1 7.1 7.1 7.1 7.1 1 3895 X1 64420 55 1324 1451 1250 840 2602 GR 4703.7 0 4702 53 4700 207 4698 361 4696 491 GR 4694 605 4692 796 4690 1067 4688 1214 4685.9 1266 GR 4683.9 1324 4680.2 1343 4679.4 1384 4679.9 1400 4682.1 1420 GR 4681.4 1430 4682 1436 4684 1451 4684.5 1675 4684.1 1892 GR 4683.8 2109 4683.9 2124 4684.1 2155 4684.7 2387 4684.7 2596 GR 4686 2916 4686.1 3105 4686.2 3282 4686 3475 4686 3567 GR 4686.1 3724 4688 3881 4689.7 3895 4687.9 3902 4684.1 3916 GR 4685.9 3930 4686 3954 4686 3985 4686.9 4116 4688 4257 GR 4690 4470 4691.9 4536 4689.8 4547 4692 4559 4694.1 4571 Run Date: 5JAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 2 i I GR 4694.7 4627 4695.9 4680 4696.3 4711 4691.8 4717 4691.1 4733 GR 4692 4749 4696.3 4757 4698 4773 4700.2 4823 4701.3 4850 NC 0.050 0.050 0.035 .3 .5 SURVEY SECTION 28 X1 69083 74 4447 4517 1230 1020 4663 GR 4701.8 0 4701.9 4 4700.8 89 4700 349 4698 569 GR 4696.1 739 4693.9 894 4691.9 904 4692 1150 4692 1229 GR 4692 1312 4691.9 1339 4692 1376 4692 1385 4691.6 1458 GR 4690.5 1564 4690 1670 4689.9 1739 4689.4 1884 4687.8 2153 GR 4688.1 2188 4687.8 2222 4688.3 2258 4687.7 2321 4688 2368 GR 4688.4 2439 4688.6 2512 4688 2623 4688 2696 4688.2 2773 GR 4688 2868 4687.8 2898 4688.2 2972 4688 2997 4687.9 3071 GR 4685.7 3270 4686 3305 4687.2 3437 4687.1 3677 4687.5 3878 GR 4687.9 4006 4687.9 4070 4688 4138 4688.8 4264 4688 4420 GR 4687.9 4447 4683.4 4451 4682.8 4473 4684 4506 4688.3 4517 GR 4690 4646 4692.2 4657 4693.6 4667 4691.2 4677 4692.2 4706 i GR 4694.3 4716 4696 4782 4698.2 4794 4702.1 4802 4704.1 4841 GR 4705.9 4844 4708 4866 4708.1 4949 4710 5030 4712.1 5076 GR 4712.8 5156 4712 5255 4712.1 5360 4713.7 5374 4720.1 5390 GR 4729.8 5411 4736.1 5427 4738 5445 4739.5 5465 SURVEY SECTION 29 ET 7.1 7.1 7.1 7.1 9.1 2050 2500 1050 3500 X1 72127 90 2072 2370 1100 - 2000 3044 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 59TH AVENUE DOWNSTREAM SECTION DUPLICATE OF SURVEY SECTION 29 1 Run Date: BTAN•' Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 3 ET 9.1 1050 3500 X1 72247 90 2072 2370 120 120 120 X3 10 0 0 0 0 0 0 4693.5 4693.5 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4683.9 2138 4683.9 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 j GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 ROAD PROFILE FROM SECTION 30 AND NEW BRIDGE PLANS ADDED TO GROUND POINTS FROM SURVEY SECTION 29, DOWNSTREAM NET SECTION UPSTREAM BRIDGE SECTION ET 1800 2850 SB 1.05 1.56 3.0 0 160 11.2 3520 4.8 4684.0 4683.9 Xl 72301 90 2072 2370 54 54 54 X2 1 4699.1 4696.1 X3 10 4696.1 4696.7 BT -44 0 4707.5 4682 229 4704.1 4682 339 4702 4682 BT 478 4700 4682 603 4699.1 4682 826 4698 4682 BT 1056 4697.3 4682 1338 4696.8 4682 1629 4696.2 4682 BT 1696 4696 4682 1696 4696 4682 1859 4698.2 4682 BT 2066.8 4701.2 4682 2067 4701.2 4698.7 2122.2 4701.4 4698.9 BT 2122.2 4701.4 4685.9 2125 4701.4 4685.9 2125 4701.4 4698.9 BT 2186.5 4701.6 4699.0 2186.5 4701.6 4685.0 2189.3 4701.6 4685.1 BT 2189.3 4701.6 4699.0 2250.8 4701.6 4699.1 2250.8 4701.6 4686.8 BT 2253.6 4701.6 4687.0 2253.6 4701.6 4699.1 2254.9 4701.6 4699.1 BT 2315 4701.5 4699.0 2315 4701.5 4688.9 2317.8 4701.5 4688.9 HT 2317.8 4701.5 4699.0 2372.9 4701.3 4698.8 2373 4701.3 4682 BT 2446 4700.4 4682 3187 4696.7 4682 3543 4697.7 4682 BT 3661 4698.7 4682 3917 4698.7 4682 4092 4699.9 4682 BT 4186 4700.1 4682 4472 4700.6 4682 4587 4701.8 4682 BT 5081 4706.8 4682 5281 4710 4682 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 Run Date: BJAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 4 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 SURVEY SECTION 31 ENCROACHMENT FOR EFFECTIVE AREA INTO BRIDGE ET 7.1 7.1 7.1 7.1 1500 3400 X1 73245 50 2586 2696 480 720 944 GR 4710.7 0 4710 54 4708.1 145 4705.9 245 4704 334 GR 4702.1 426 4699.9 530 4697.8 565 4696.2 589 4694.1 609 GR 4692.6 918 4692 1165 4691.6 1260 4692 1341 4692.9 1505 GR 4691.7 1697 4692.5 1747 4691.9 1780 4692.4 1839 4691.9 1922 GR 4692.1 1976 4690.4 2020 4692.3 2079 4690.8 2157 4689.7 2208 GR 4691.6 2398 4689.8 2586 4686.8 2674 4688.4 2690 4690.2 2696 GR 4689.6 2762 4691.1 2862 4691.7 3116 4692.5 3375 4692.5 3658 GR 4694 3812 4696 4013 4696 4042 4693.6 4045 4692.7 4066 GR 4694 4114 4696 4124 4697.1 4285 4697.3 4532 4698 4772 GR 4700 4943 4702 5106 4703.3 5256 4704.1 5376 4705.7 5417 NC 0.056 0.050 0.035 .1 .3 SURVEY SECTION 32 X1 76033 62 1822 1894 1300 1000 2788 GR 4708.7 0 4707.4 88 4708.5 216 4708 333 4706.1 499 GR 4704.1 584 4702 654 4700 745 4698 822 4696 933 GR 4696 1014 4698.5 1025 4693.8 1037 4692 1072 4691.9 1088 GR 4692 1106 4694 1116 4694 1331 4693 1552 4692.8 1695 GR 4694 1791 4693.9 1822 4687.6 1834 4687.7 1886 4694.6 1894 GR 4694 1937 4693.1 2041 4692.3 2130 4690.8 2150 4692.2 2178 GR 4693.3 2344 4691.9 2518 4691.9 2550 4692 2579 4692.5 2662 OR 4691.8 2909 4692.3 3037 4692 3104 4691.9 3338 4692 3445 OR 4692.4 3520 4692 3591 4692 3644 4692 3764 4693.2 3846 GR 4692 3941 4691.8 4000 4692 4059 4692.7 4147 4693.3 4304 GR 4694 4408 4696.5 4421 4696.1 4434 4694.1 4443 4694 4496 GR 4695.8 4684 4710.1 4734 4718 4767 4719.3 4817 4717.9 4931 GR 4717.1 5095 4718.1 5249 NC 0.055 0.056 0.035 .3 .5 1 i i SURVEY SECTION 33 i X1 77090 76 1718 1856 1000 1000 1057 t GR 4712 0 4710.6 66 4710.1 143 4709.3 308 4708 391 GR 4706 487 4704 579 4702.1 643 4699.9 709 4699.2 806 I GR 4698 940 4697.3 1055 4696.7 1192 4698 1292 4698.4 1325 GR 4698 1350 4696.6 1423 4696.6 1581 4696 1718 4689.7 1733 Run Date: BJAN•' Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 5 GR 4689.9 1807 4691.8 1813 4693 1848 4697 1856 4695.5 1867 GR 4694 1957 4693.7 2064 4693.8 2206 4694 2252 4694.9 2353 i GR 4695.2 2505 4695.3 2654 4696 2839 4695.2 2918 4692 2931 GR 4690.9 3022 4692 3068 4693.7 3174 4693.7 3296 4694.2 3357 OR 4693.8 3382 4694.2 3420 4699.9 3444 4700.8 3448 4700.1 3452 I GR 4696 3472 4694 3501 4693.7 3681 4693.1 3850 4693.9 3929 GR 4696 3939 4696.3 3942 4694 3952 4694.3 3979 4702 3992 GR 4703.8 4010 4709.9 4021 4730.6 4060 4734.5 4068 4735.2 4073 GR 4733.8 4079 4720.2 4151 4709.4 4197 4722.9 4253 4733.9 4308 GR 4746.2 4383 4746.5 4450 4747.7 4528 4746 4567 4737.7 4752 OR 4737.3 4812 4736.6 4926 4732 5076 4731.5 5136 4736.1 5283 GR 4737.9 5317 SURVEY SECTION 34 Xl 78817 71 2830 2979 1100 1100 1727 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 OR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 WELD COUNTY ROAD 29 SURVEY SECTION 35 ROAD PROFILE IS SURVEY SECTION 35, GROUND POINTS FROM SECTION 34 X1 78928 91 2830 3028 111 111 111 X3 10 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.1 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 Run Date: BJAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 6 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 SB 0.95 1.56 2.6 0 60 2 1516 8.7 4682.2 4682.1 X1 78962 91 2830 3028 34 34 34 X2 1 4692.6 4695.8 X3 10 BT -34 0 4718.9 4685 223 4712.1 4685 494 4701.9 4685 BT 553 4700.4 4685 630 4700 4685 824 4699.1 4685 BT 1126 4698.6 4685 1265 4698 4685 1313 4697.8 4685 HT 1352 4698 4685 1488 4698 4685 1541 4697.8 4685 BT 1950 4696.9 4685 2210 4695.8 4685 2286 4696.1 4685 HT 2286 4696.1 4685 2322 4696.1 4685 2407 4697.1 4685 HT 2606 4698 4685 2830 4698.1 4685 2830 4698.1 4692.6 I BT 2928 4697.9 4692.4 2928 4697.9 4683.4 2930 4697.9 4683.5 ! BT 2930 4697.9 4692.4 3028 4697.7 4692.2 3028 4697.7 4685 BT 3172 4697.6 4685 3411 4695.8 4685 3595 4695.7 4685 I BT 3807 4698.3 4685 3868 4698.3 4685 3901 4698.9 4685 HT 4022 4698 4685 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.2 2902 f GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 t GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 DUPLICATE OF SECTION 34 X1 79062 71 2830 2979 100 100 100 X3 3875 4705 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 1 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 I GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 Run Date: 8JAN** Run Time: 10:56:10 HNVeraion: 6.52 Data File: PHASE_1.HC2 Page 7 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 QT 5 12450 12450 4230 9090 25250 SURVEY SECTION 36 X1 80500 69 2082 2158 1170 1140 1438 X3 3582 4705 GR 4719.5 0 4718.1 9 4715.9 29 4714 174 4712 250 GR 4710 316 4708.1 381 4705.9 447 4703.9 537 4702 770 GR 4700.8 974 4700.7 1176 4700.5 1394 4700 1557 4698 1890 GR 4695.8 2032 4696.2 2034 4697.1 2059 4696 2082 4691.9 2101 GR 4691.7 2150 4696.3 2158 4697.6 2344 4698 2495 4698.2 2554 GR 4697.9 2676 4698 2781 4697.9 2855 4698.3 2981 4698 3127 GR 4697.8 3190 4698 3233 4698.6 3510 4700.8 3521 4696.2 3540 GR 4694.9 3574 4698.9 3582 4699.3 3641 4700 3700 4702.1 3777 GR 4705.8 3867 4708 3938 4709.3 3963 4713.9 3987 4724.5 4008 GR 4724.3 4032 4720.4 4064 4716 4158 4721.8 4177 4724.3 4207 GR 4728 4287 4723 4371 4731.4 4420 4734.9 4462 4741 4478 GR 4744.3 4507 4745.7 4525 4748.1 4561 4750.7 4662 4747.4 4800 GR 4748.7 4B32 4744.4 4868 4746.4 4897 4744.2 4946 4743.8 4960 GR 4744 4974 4746.1 5043 4751.8 5155 4762 5286 NC 0.050 0.054 0.035 .1 .3 SURVEY SECTION 37 X1 81954 79 1579 1711 1650 1120 1454 X3 3512 4705 GR 4727.1 0 4724.8 25 4724 56 4722 170 4720 355 GR 4720.1 482 4720.5 511 4718.3 563 4716.3 595 4713.7 636 GR 4713 697 4712.1 749 4709.9 785 4708 875 4706 957 GR 4704 1100 4702 1199 4699.9 1318 4693.3 1369 4698.3 1425 GR 4698.4 1482 4698.1 1579 4695.5 1587 4694 1612 4696 1675 GR 4698.1 1711 4698.3 1825 4699.4 2032 4700 2163 4701 2375 GR 4700.7 2490 4700 2625 4699.6 2697 4700 2770 4699.4 2895 GR 4699.9 3008 4700.4 3087 4700 3189 4699.7 3313 4699.8 3420 GR 4702.2 3430 4702.2 3437 4702.2 3446 4695.8 3465 4694.5 3479 GR 4696.1 3499 4698.2 3512 4699.8 3585 4702.1 3617 4704.1 3654 GR 4703.9 3669 4704.9 3675 4706.2 3678 4708.1 3683 4710.1 3708 GR 4720.5 3750 4725.8 3789 4721.9 3835 4717.5 3926 4720.3 3971 GR 4729.9 4022 4730.4 4071 4732.6 4159 4730.3 4266 4736.5 4302 GR 4741.9 4343 4749.5 4378 4751.2 4396 4749.9 4458 4751.6 4554 GR 4753.1 4608 4754 4685 4756 4789 4758 4880 4765.8 5087 GR 4770.1 5258 4772 5373 4773.9 5492 4776.5 5609 SURVEY SECTION 38 Run Date: BSAN** Run Time: 10:56:10 HNVersiOn: 6.52 Data File: PRASE_1.HC2 Page 8 X1 84599 57 3180 3273 1500 1610 2645 GR 4722.1 0 4721.3 3 4719.3 101 4718 272 4716 461 GR 4714 657 4712.1 730 4710 798 4708 838 4706.1 874 GR 4704 962 4701.8 1036 4701.9 1158 4700.1 1209 4699.5 1285 GR 4699.9 1338 4701 1475 4700 1803 4700.1 1901 4702 2191 GR 4702 2452 4702 2516 4701.3 2653 4702 2806 4704.2 2910 GR 4708.2 2919 4708.3 2927 4707.9 2941 4702.1 2972 4700.6 3005 GR 4702.1 3040 4703 3139 4701.9 3180 4700.1 3184 4698.6 3233 GR 4699.5 3264 4708 3273 4706.7 3281 4735.3 3300 4733.8 3310 GR 4733.5 3324 4734 3338 4736 3496 4738 3587 4740 3659 GR 4742.1 3824 4750.8 3851 4754.2 3881 4760.1 4049 4764.1 4130 GR 4766 4179 4766.3 4201 4765.8 4224 4763.9 4350 4762 4496 GR 4762.2 4733 4761.6 4778 NC 0.050 0.055 0.035 .3 .5 SURVEY SECTION 39 X1 87304 62 3445 3621 1500 1600 2705 GR 4721.3 0 4719.8 14 4720.4 35 4720 57 4718 267 GR 4716.1 400 4714.1 473 4709.8 537 4706.1 603 4704 678 GR 4702.9 861 4702.9 1098 4702.6 1279 4704 1477 4705.1 1665 GR 4706 1961 4706.4 2036 4706 2105 4705.4 2232 4704 2410 GR 4703.8 2468 4704.1 2519 4704.1 2546 4703.6 2676 4703.6 2848 GR 4703.3 3010 4704 3109 4705.5 3235 4708.6 3254 4705.6 3278 GR 4703.6 3297 4704.1 3309 4704.9 3323 4706.1 3346 4707 3363 GR 4706 3379 4704.2 3406 4703.2 3420 4704.2 3445 4704 3460 GR 4703.6 3511 4701.9 3563 4700.8 3597 4701.1 3618 4706.3 3621 GR 4707.2 3757 4708 3871 4710 3959 4712.1 4003 4714.1 4055 GR 4711.8 4063 4710.7 4068 4712.1 4073 4716.1 4078 4716.7 4085 GR 4716 4089 4716 4104 4717.9 4144 4721.8 4206 4723.9 4237 GR 4730.1 4280 4735.6 4324 SURVEY SECTION 40 X1 89243 64 2274 2456 1340 1330 1939 X3 1472.2 4722 GR 4721.3 0 4720 S 4717.9 11 4717.6 103 4716 205 GR 4714 325 4712 423 4709.9 481 4708.2 695 4708.1 937 GR 4708 1113 4707.8 1238 4706.7 1435 4708.3 1515 4706.2 1552 GR 4704.1 1612 4707 1665 4706.1 1787 4706.6 1887 4706.2 1980 GR 4705.8 2119 4706 2213 4707.8 2251 4710.3 2262 4711.4 2274 GR 4709.9 2287 4703.3 2305 4702.1 2347 4703.2 2421 4708.2 2456 GR 4708.5 2526 4708 2587 4707.9 2696 4707.9 2835 4708.7 2966 GR 4708 3082 4704.6 3133 4706 3163 4706.3 3182 4703.4 3196 GR 4703 3219 4703.9 3233 4705.6 3261 4704 3280 4704.2 3296 GR 4704.1 3329 4708.2 3342 4708.5 3475 4709.1 3762 4710.1 3849 GR 4712.1 4062 4712.8 4338 4713.7 4491 4714 4502 4718.1 4517 GR 4719.8 4525 4717.8 4540 4716.8 4549 4716 4557 4715 4567 GR 4715.8 4576 4720.1 4597 4721.9 4655 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM GROSS SECTION Run Date: SJAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 9 X1 89383 80 2183 2322 225 225 140 X3 10 0 0 0 0 0 0 4707 4706.6 GR 4720.3 0 4720 5 4717.9 11 4717.652 87 4715.733 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM NET SECTION GROUND POINTS FROM SECTION 40, ROAD PROFILE FROM SECTION 41 X1 89388 80 2183 2322 5 5 5 X3 10 80 0 0 0 0 0 4708.0 4707.6 X4 1 4702.1 2201.1 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 ST 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 ST 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4711.1 BT 2201.1 4714.4 4711.1 2251.6 4714.5 4711.2 2251.7 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 ST 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 BT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.7 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 Run Date: 8JAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 10 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM NET SECTION X1 89424 80 2183 2322 36 36 36 X3 10 0 0 0 0 0 0 4708.0 4707.6 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 HT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 HT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4700 BT 2201 4714.4 4711.1 2251.6 4714.5 4711.2 2251.6 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 ST 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 ST 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 BT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.9 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM GROSS SECTION X1 89429 80 2183 2322 5 5 5 X3 10 0 0 0 0 0 0 4708.0 4707.6 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 Run Date: 8JAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 11 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3362 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3649 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 SURVEY SECTION 42 ET 7.1 7.1 7.1 7.1 9.1 980 1956 1 1956 X1 91035 48 1799 1956 1350 1350 1606 GR 4723.3 0 4721.8 104 4720.1 172 4715.9 272 4713.9 346 GR 4712 471 4711.1 548 4712 621 4712.1 702 4710 716 GR 4709 868 4709.8 966 4710.7 1147 4709.9 1394 4708.5 1603 GR 4710.1 1784 4714.1 1796 4714.5 1799 4714 1804 4713.3 1811 GR 4712 1819 4710.1 1828 4703.9 1858 4703.3 1885 4703.8 1906 GR 4710 1934 4713.9 1956 4715 2157 4714.1 2473 4714 2795 GR 4713.6 3067 4712 3131 4711.5 3408 4712 3637 4712.2 3703 GR 4712 3793 4712.5 3941 4712.1 4238 4712.6 4539 4714 4684 GR 4715.9 4769 4717.9 4779 4717.9 4786 4715.8 4791 4715.9 4793 GR 4718.3 4799 4720.1 4808 4719.3 4835 NC 0.050 0.050 0.035 .1 .3 SURVEY SECTION 43 ET 7.1 7.1 7.1 7.1 7.1 1 1722 X1 91962 54 1515 1687 830 870 927 GR 4714.7 0 4714 20 4712.1 229 4711.5 396 4712 562 GR 4713.7 576 4712 591 4710 606 4708 624 4707.8 703 GR 4707.9 750 4710 761 4710.8 888. 4710.2 1068 4711.4 1270 GR 4712.1 1372 4712.3 1467 4712.3 1515 4705.7 1540 4706 1578 GR 4707.1 1619 4708 1662 4716.3 1687 4717.2 1722 4716.1 1758 GR 4712.9 1783 4713.1 2826 4716.9 2948 4718.2 2985 4720.1 3086 GR 4722.4 3159 4723.6 3200 4713.3 3236 4713.6 3280 4714.7 3351 GR 4715 3564 4716 3824 4716 3880 4716 3926 4716 3947 GR 4716.4 4002 4718 4043 4720.1 4114 4721 4293 4722 4397 GR 4722.2 4401 4721.6 4405 4719.8 4411 4717.8 4417 4716.1 4422 GR 4718.2 4427 4722.2 4433 4722 4454 4722.1 4465 SURVEY SECTION 44 ET 7.1 7.1 7.1 7.1 7.1 1 3000 X1 93478 63 2507 2594 1320 1260 1516 GR 4729.6 0 4728.1 95 4726 319 4724 425 4721.8 502 GR 4720 548 4717.9 609 4715.2 688 4713.9 897 4712.2 915 GR 4714.3 962 4714.6 1431 4714.7 1790 4715.1 1971 4714 2270 GR 4713 2285 4711.9 2303 4711.3 2384 4710.1 2507 4708 2520 GR 4707.7 2540 4707.5 2556 4714.2 2572 4715.8 2594 4714 2630 GR 4713 2642 4712 2652 4711.4 2671 4712 2689 4713 2695 GR 4714.3 2705 4714.6 2847 4714 2961 4713.1 3073 4714 3206 GR 4714.1 3260 4713.9 3313 4713.6 3462 4712.2 3632 4711.9 3849 GR 4709.8 3908 4711.6 3943 4709.9 3952 4707.8 3959 4708.1 3975 GR 4712.1 3993 4714.1 4002 4716.1 4022 4716.5 4033 4716.3 4043 GR 4719.3 4391 4723.4 4425 4720 4463 4718 4491 4719.9 4575 GR 4720.2 4614 4719.9 4690 4721.2 4845 4719.9 4898 4715.7 4910 GR 4716 4923 4718.2 4961 4718.4 4980 Run Date: BJAN** Run Time: 10:56:10 HNVersion: 6.52 Data File: PHASE_1.HC2 Page 12 NC 0.048 0.055 0.035 .3 .5 SURVEY SECTION 45 ET 7.1 7.1 7.1 7.1 7.1 1 2094 X1 94992 52 1939 2094 1220 1440 1514 GR 4739.3 0 4738 283 4736.1 385 4734.1 490 4732.1 581 GR 4728.5 638 4727.9 680 4715.9 774 4715.7 963 4716 1130 GR 4717.4 1135 4718 1140 4717.5 1141 4716.2 1143 4715.1 1266 GR 4715.3 1429 4716 1646 4717.1 1818 4716 1939 4709.5 1951 GR 4709.1 1982 4709.7 2017 4711.8 2026 4714.1 2033 4716.4 2078 GR 4717.7 2094 4716.1 2158 4716.2 2390 4722.1 2405 4722.2 2500 i GR 4716.3 2526 4716.5 4400 4725.3 4481 4723.7 4508 4720.8 4529 GR 4722.1 4567 4724.1 4641 4724.4 4693 4724 4760 4724.2 4809 GR 4725.1 4965 4725.8 5079 4728 5398 4730 5672 4732 5974 GR 4734 6273 4736 6390 4738 6396 4740.4 6402 4738.9 6406 GR 4737.3 6411 4739.2 6421 SURVEY SECTION 46 ET 7.1 7.1 7.1 7.1 7.1 1 3634 X1 97113 74 3440 3589 950 660 2121 GR 4740.2 0 4740.1 247 4738 330 4734 414 4728 489 i GR 4722 611 4720.2 722 4718.9 894 4718 904 4716 926 GR 4716 1009 4716.9 1114 4717.9 1199 4718.2 1227 4717.4 1354 GR 4718 1523 4718.5 1629 4717.8 1754 4718.7 2035 4717.8 2301 GR 4716.2 2310 4715.4 2327 4717.4 2409 4714.6 2499 4717.2 2556 GR 4715.7 2606 4717.3 2713 4718 2901 4718.7 2959 4718 3005 GR 4712.9 3037 4716.3 3105 4718 3137 4719 3200 4717.9 3274 GR 4717.9 3370 4716 3440 4713.9 3456 4714.2 3467 4711.9 3479 GR 4711.6 3523 4712 3542 4713.9 3567 4716 3577 4718.1 3589 GR 4726.6 3619 4726.7 3634 4723.9 3674 4722.1 3765 4722.2 3905 I GR 4722.1 4076 4721.9 4117 4723.5 4244 4723.4 4499 4724 4632 GR 4724.6 4844 4724.9 5073 4723.9 5145 4723.6 5154 4724.1 5168 GR 4725.4 5247 4726 5414 4727 5597 4727.9 5795 4730 6021 GR 4732 6197 4734.1 6248 4734 6270 4738 6281 4740.1 6310 GR 4747.9 6455 4747.7 6484 4750.9 6502 4752.1 6519 SECTION MODIFIED FROM SURVEY SECTION 46 NORMAL BRIDGE DOWNSTREAM GROSS SECTION X1 97247 86 3473 3574 134 134 134 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 Run Date: BJAN•* Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 13 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 WELD COUNTY ROAD 25 GROUND POINTS MODIFIED FROM SECTION 46, ROAD PROFILE FROM SURVEY SECTION 47 NORMAL BRIDGE DOWNSTREAM NET SECTION X1 97252 86 3473 3574 5 5 5 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 BT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 BT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 1 HT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM NET SECTION X1 97284 86 3473 3574 32 32 32 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 HT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 BT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 Run Date: 8JAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 14 HT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 HT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 HT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM GROSS SECTION X1 97289 86 3473 3574 5 5 5 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 SURVEY SECTION 48 1 Run Date: 8JAN** Run Time: 10:56:10 HMVeteion: 6.52 Data File: PHASE_1.HC2 Page 15 1I X1 97916 62 3417 3562 650 650 627 GR 4741.5 0 4740 163 4738 345 4735.9 456 4733.9 549 GR 4732.4 613 4729.9 624 4728 652 4726 687 4724 718 GR 4720.7 726 4718.8 750 4718 762 4718.4 862 4718.5 1034 GR 4719.5 1190 4717.8 1362 4715.6 1394 4718 1451 4719.4 1643 GR 4719.6 1843 4719.7 2145 4719.2 2395 4718.1 2656 4719.2 2881 GR 4718 3000 4718.1 3069 4718 3152 4718.9 3280 4717.8 3373 GR 4716.2 3397 4718 3404 4719.4 3417 4718.1 3430 4716 3438 GR 4714.4 3462 4714 3482 4712.4 3515 4713.7 3544 4720.4 3562 GR 4721 3723 4721.3 3913 4720 4032 4719 4036 4720 4040 GR 4722.1 4048 4722.9 4250 4723 4448 4723.1 4744 4722.8 4945 GR 4724 5213 4725 5314 4726 5400 4727.1 5524 4728 5591 GR 4730 5687 4732.1 5779 4736.4 5858 4738.2 5916 4739.9 5950 GR 4744.8 5964 4748.1 6013 7 NC 0.058 0.058 0.035 -1 .3 SURVEY SECTION 49 ET 7.1 7.1 7.1 7.1 7.1 1 4250 X1 100055 61 2539 2751 1470 2070 2139 GR 4737.9 0 4736 143 4734.6 210 4731.6 228 4729.8 250 GR 4728.2 268 4725.8 290 4724.1 310 4723.5 377 4724 453 GR 4724.3 543 4724 615 4721.9 732 4720.5 880 4721.7 1140 GR 4721.1 1382 4721.1 1698 4720.5 2012 4719.4 2145 4719.9 2268 GR 4721.3 2432 4719.9 2539 4717.9 2553 4718.3 2570 4715.4 2578 GR 4715.5 2648 4715.9 2685 4717.9 2720 4719.6 2727 4720.6 2751 GR 4720.6 2796 4720.2 2824 4717.8 2840 4720.1 2865 4720.4 2892 GR 4720 2908 4719 2999 4718.4 3242 4717.5 3303 4720.2 3330 GR 4721.5 3377 4719.2 3477 4719.1 3502 4720.2 3536 4722 3578 GR 4722 3654 4721.5 3754 4722.3 3904 4721.6 4049 4721.7 4235 GR 4722.1 4250 4721 4282 4721.2 4547 4721.2 4864 4719.7 4960 GR 4722.1 5031 4722.7 5188 4724.1 5239 4726.1 5281 4728.1 5311 GR 4728.5 5320 ADJUSTING "n" VALUES TO THOSE OF WELD COUNTY FIS NEAR WINDSOR NC 0.060 0.073 0.035 SURVEY SECTION 50 X1 101911 39 3395 3500 1150 1150 1856 GR 4732.5 0 4732.1 64 4728 345 4726 570 4724 905 GR 4723.7 1131 4722.7 1362 4722 1579 4721.3 1875 4722 2017 GR 4722.6 2258 4724 2672 4724.9 2733 4724.5 2793 4722.3 2812 GR 4721.3 2875 4722 2946 4722.8 3030 4722.8 3126 4718.1 3146 GR 4722.8 3179 4723.4 3231 4722 3305 4721.6 3340 4722 3371 GR 4722.5 3395 4717.6 3408 4717.2 3454 4718.2 3462 4724 3500 GR 4724.4 3583 4724 3665 4722.4 3686 4724.2 3715 4726 3997 I GR 4726.9 4125 4728 4243 4729.9 4281 4730.5 4306 ' REMAINDER OF FILE IS BY SIMONS, LI INC. FROM WELD COUNTY, COLORADO FIS Run Date: 8JAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 16 NC 0.063 0.093 0.035 0.1 0.3 QT 5 12909 12909 4518 9550 26014 CROSS SECTION "A" FROM CACHE LA POUDRE NEAR WINDSOR FIS 30. 103250 33 3584. 3701. 1300 900 1339 GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.7 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4716.7 3604.0 GR 4715.9 3615.0 4717.3 3631.0 4716.6 3646.0 4717.7 3655.0 4716.6 3674.0 GR 4724.3 3701.0 4723.3 3733.0 4723.8 3809.0 4725.6 3963.0 4724.2 3993.0 GR 4726.8 4044.0 4730.1 4154.0 4737.9 4252.0 CROSS SECTION "B" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103670 38 3590. 3817. 450. 350. 420. GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.4 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4726.3 3590.0 GR 4718.3 3604.0 4715.5 3622.0 4717.5 3639.0 4718.0 3656.0 4724.1 3665.0 GR 4724.4 3680.0 4723.0 3702.0 4718.5 3721.0 4722.3 3741.0 4721.1 3762.0 i GR 4725.4 3762.1 4725.7 3763.0 4726.8 3817.0 4724.9 3876.0 4727.8 3921.0 I GR 4730.0 4011.0 4732.9 4046.0 4738.0 4080.0 CROSS SECTION "C" FROM CACHE LA POUDRE NEAR WINDSOR FIS QT 5 12971 12971 4551 9605 26106 X1 105810 34 2786. 2874. 1300. 1680. 2140. i GR 4740.0 .0 4738.8 169.0 4738.1 459.0 4737.1 605.0 4736.3 751.0 I GR 4734.6 914.0 4733.2 1045.0 4730.8 1331.0 4731.4 1531.0 4730.4 1621.0 GR 4727.8 1913.0 4728.4 2196.0 4728.3 2458.0 4728.7 2493.0 4726.4 2650.0 ' GR 4727.4 2785.0 4727.1 2786.0 4721.1 2795.0 4719.0 2806.0 4718.5 2812.0 GR 4719.3 2824.0 4719.7 2840.0 4720.7 2867.0 4726.3 2874.0 4726.4 2874.0 GR 4727.7 3025.0 4727.2 3070.0 4727.4 3155.0 4726.3 3260.0 4726.7 3364.0 GR 4727.0 3504.0 4727.4 3634.0 4728.4 3743.0 4732.1 3943.0 Run Date: BJAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 17 IHLEQ = 3. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF THE GEOMETRIC MEAN FRICTION SLOPE. THAT IS HL = WLEN*(S*SLOPE)**.5 WHERE WLEN = DISCHARGE-WEIGHTED REACH LENGTH, S = FRICTION SLOPE AT CURRENT CROSS SECTION, SLOPE = FRICTION SLOPE AT PRECEDING CROSS SECTION. Run Date: 8JAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 18 THIS RUN EXECUTED 8JAN** 10:56:10 ♦********************'R*************** HEC-2 WATER SURFACE PROFILES I Version 4.6.2; May 1991 I, *w*********************************** i NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PHASE 1 100-YEAR SUMMARY PRINTOUT i I SECNO Q CWSEL VLOS VROB VCH AREA K*CHSL 10*KS DIFWSX i 64420.000 12000.00 4686.70 1.69 2.00 6.02 4539.43 0.00 19.58 0.00 69083.000 12000.00 4689.98 1.75 0.89 4.63 6213.57 0.73 11.21 3.28 72127.000 12000.00 4693.17 1.82 0.61 6.68 1823.54 0.39 21.74 3.19 72247.000 12000.00 4693.48 0.00 0.00 6.37 1884.15 -0.83 18.59 0.32 72301.000 12000.00 4693.56 0.00 0.00 6.30 1904.11 1.85 17.97 0.08 * 73245.000 12000.00 4695.00 1.50 1.51 3.20 7136.05 2.97 4.48 1.44 76033.000 12000.00 4695.56 0.81 1.15 2.69 10272.04 0.29 3.23 0.55 * 77090.000 12000.00 4696.21 0.24 1.96 4.93 5059.72 1.99 15.57 0.66 78817.000 12000.00 4697.94 1.71 1.76 4.39 5694.85 1.04 11.12 1.73 * 78928.000 12U00.00 4697.97 0.00 0.88 3.78 4904.52 -84.68 2.79 0.03 78962.000 12000.00 4697.98 0.00 0.88 3.77 4922.56 2.94 2.77 0.02 * 79062.000 12000.00 4698.15 1.53 1.66 4.02 6258.23 93.00 8.89 0.16 * 80500.000 12450.00 4699.85 2.31 2.17 7.82 4235.95 0.14 24.77 1.70 * 81954.000 12450.00 4702.01 2.22 1.46 4.09 6305.94 1.10 7.88 2.16 84599.000 12450.00 4703.78 2.07 0.00 3.96 5672.81 2.00 12.64 1.77 87304.000 12450.00 4706.05 2.00 0.00 3.57 5755.60 0.81 14.43 2.27 89243.000 12450.00 4708.61 2.51 2.50 5.72 3902.37 0.67 21.42 2.56 Run Date: 83AN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 19 I I SECNO Q CWSEL VLOB VROB VCH AREA K*CHSL 10*KS DIFWSX 89383.000 12450.00 4709.08 1.81 1.78 4.90 5765.95 0.00 12.40 0.48 * 89388.000 12450.00 4709.70 2.21 2.57 8.66 3330.38 0.00 45.84 0.62 * 89424.000 12450.00 4710.28 1.93 2.07 6.40 4705.84 0.00 22.11 0.58 * 89429.000 12450.00 4710.59 1.10 0.96 2.49 10794.71 0.00 2.54 0.31 * 91035.000 12450.00 4711.83 3.55 0.00 9.51 2339.11 0.75 51.59 1.24 * 91962.000 12450.00 4714.25 1.79 0.00 3.89 5641.80 2.59 6.73 2.42 * 93478.000 12450.00 4715.85 2.45 2.32 6.12 4405.22 1.19 21.87 1.60 94992.000 12450.00 4718.40 2.40 0.00 5.74 3886.63 1.06 17.06 2.54 * 97113.000 12450.00 4719.95 1.40 0.57 3.46 7430.67 1.18 5.25 1.55 97247.000 12450.00 4720.03 1.47 0.00 3.59 7487.28 -5.23 5.54 0.08 * 97252.000 12450.00 4719.97 2.31 0.00 5.58 4469.31 0.00 20.11 -0.06 97284.000 12450.00 4720.06 2.22 0.00 5.30 4700.48 0.00 17.96 0.09 * 97289.000 12450.00 4720.22 1.38 0.00 3.30 8023.10 0.00 4.57 0.16 * 97916.000 12450.00 4720.64 1.69 0.52 4.60 5928.58 2.39 11.42 0.43 100055.000 12450.00 4722.48 1.11 1.50 3.98 7102.86 1.40 8.82 1.84 * 101911.000 12450.00 4724.37 1.94 0.78 6.57 4989.13 0.97 22.88 1.89 103250.000 12909.00 4727.00 1.86 1.44 8.22 3711.81 -0.97 22.21 2.63 103670.000 12909.00 4728.21 1.71 0.92 4.90 4990.35 -0.95 12.09 1.21 105810.000 12971.00 4730.32 1.46 1.22 6.73 6222.09 1.40 12.59 2.11 Run Date: BJAN** Run Time: 10:56:10 HMVersion: 6.52 Data File: PHASE_1.HC2 Page 20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 73245.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 78928.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 79062.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 80500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 81954.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 89388.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 89388.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 89388.000 PROFILE= 1 20 TRIALS AsThMPTkO TO BALANCE WSEL CAUTION SECNO= 89388.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 89424.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 89424.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89429.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91035.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91962.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93478.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97252.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97289.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97916.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 101911.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 7) ) 7) HEC2 S/N: 1366000138 HMVersion: 6.52 Data File: PHASE_2.HC2 ******************************************** * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE BJAN** TIME 10:56:26 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X %MX= XXXXX mama . .. FULL MICRO-COMPUTER IMPLEMENTATION . . . HAESTAD METHODS 37 Brookside Road * Waterbury, Connecticut 06708 • (203) 755-1666 Run Date: BJAN** Run Time: 10:56:26 HMVersion: 6.52 Data File: PHASE_2.HC2 Page 1 THIS RUN EXECUTED BJAN** 10:56:26 • HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 RIVERVIEW FLOOD HAZARD DEVELOPMENT PERMIT, TUTTLE APPLEGATE PROJECT NO. T2 99-182, DECEMBER 1999, DSM, CACHE LA POUDRE RIVER, WELD COUNTY, COLORADO T3 PHASE 2 100-YEAR T4 ORIGINAL MODEL IS POUDR99.DAT FROM CORPS OF ENGINEERS, OMAHA DIST. T5 ENCROACHMENTS ADDED TO SECTIONS 36 & 37 FOR NEN DEVELOPMENT TO SOUTH T6 ORIGINAL MODEL WENT FROM SOUTH PLATTE TO GREELEY; HAS BEEN SHORTENED TB WATER SURFACE FROM ORIGINAL MODEL USED AS D/S BOUNDARY CONDITION T9 NEW FILENAME: PHASE_2.HC2 83RD AVENUE BRIDGE HAS BEEN MODIFIED TO CORRECT CODING ERROR; TWO DUPLICATE STATIONS REMAIN IN BT RECORDS (418 AND 2303.9), BUT OKAY J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 0 4686.7 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 55 56 26 25 33 5 51 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS -10 -10 J6 IHLEQ ICOPY SUBDIV STRTDS RMILE 3 NC 0.055 0.052 0.035 .1 .3 QT 5 12000 12000 4030 8740 24650 SURVEY SECTION 27 ET 7.1 7.1 7.1 7.1 7.1 1 3895 X1 64420 55 1324 1451 1250 840 2602 GR 4703.7 0 4702 53 4700 207 4698 361 4696 491 OR 4694 605 4692 796 4690 1067 4688 1214 4685.9 1266 GR 4683.9 1324 4680.2 1343 4679.4 1384 4679.9 1400 4682.1 1420 GR 4681.4 1430 4682 1436 4684 1451 4684.5 1675 4684.1 1892 GR 4683.8 2109 4683.9 2124 4684.1 2155 4684.7 2387 4684.7 2596 GR 4686 2916 4686.1 3105 4686.2 3282 4686 3475 4686 3567 GR 4686.1 3724 4688 3881 4689.7 3895 4687.9 3902 4684.1 3916 GR 4685.9 3930 4686 3954 4686 3985 4686.9 4116 4688 4257 GR 4690 4470 4691.9 4536 4689.8 4547 4692 4559 4694.1 4571 Run Date: $JAN** Run Time: 10:56:26 HMVereion: 6.52 Data File: PHASE_2.HC2 Page 2 GR 4694.7 4627 4695.9 4680 4696.3 4711 4691.8 4717 4691.1 4733 GR 4692 4749 4696.3 4757 4698 4773 4700.2 4823 4701.3 4850 NC 0.050 0.050 0.035 .3 .5 SURVEY SECTION 28 X1 69083 74 4447 4517 1230 1020 4663 GR 4701.8 0 4701.9 4 4700.8 89 4700 349 4698 569 GR 4696.1 739 4693.9 894 4691.9 904 4692 1150 4692 1229 OR 4692 1312 4691.9 1339 4692 1376 4692 1385 4691.6 1458 GR 4690.5 1564 4690 1670 4689.9 1739 4689.4 1884 4687.8 2153 GR 4688.1 2188 4687.8 2222 4688.3 2258 4687.7 2321 4688 2368 GR 4688.4 2439 4688.6 2512 4688 2623 4688 2696 4688.2 2773 GR 4688 2868 4687.8 2898 4688.2 2972 4688 2997 4687.9 3071 GR 4685.7 3270 4686 3305 4687.2 3437 4687.1 3677 4687.5 3878 GR 4687.9 4006 4687.9 4070 4688 4138 4688.8 4264 4688 4420 GR 4687.9 4447 4683.4 4451 4682.8 4473 4684 4506 4688.3 4517 GR 4690 4646 4692.2 4657 4693.6 4667 4691.2 4677 4692.2 4706 GR 4694.3 4716 4696 4782 4698.2 4794 4702.1 4802 4704.1 4841 GR 4705.9 4844 4708 4866 4708.1 4949 4710 5030 4712.1 5076 GR 4712.8 5156 4712 5255 4712.1 5360 4713.7 5374 4720.1 5390 GR 4729.8 5411 4736.1 5427 4738 5445 4739.5 5465 SURVEY SECTION 29 ET 7.1 7.1 7.1 7.1 9.1 2050 2500 1050 3500 X1 72127 90 2072 2370 1100 2000 3044 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 ) ) 7) GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 OR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 59TH AVENUE DOWNSTREAM SECTION DUPLICATE OF SURVEY SECTION 29 Run Date: SJAN•* Run Time: 10:56:26 HMVersion: 6.52 Data File: PHASE_2.HC2 Page 3 ET 9.1 1050 3500 X1 72247 90 2072 2370 120 120 120 X3 10 0 0 0 0 0 0 4693.5 4693.5 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4683.9 2138 4683.9 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 ROAD PROFILE FROM SECTION 30 AND NEW BRIDGE PLANS ADDED TO GROUND POINTS FROM SURVEY SECTION 29, DOWNSTREAM NET SECTION UPSTREAM BRIDGE SECTION ET 1800 2850 SB 1.05 1.56 3.0 0 160 11.2 3520 4.8 4684.0 4683.9 X1 72301 90 2072 2370 54 54 54 X2 1 4699.1 4696.1 X3 10 4696.1 4696.7 BT -44 0 4707.5 4682 229 4704.1 4682 339 4702 4682 BT 478 4700 4682 603 4699.1 4682 826 4698 4682 ST 1056 4697.3 4682 1338 4696.8 4682 1629 4696.2 4682 ST 1696 4696 4682 1696 4696 4682 1859 4698.2 4682 ) ) ) BT 2066.8 4701.2 4682 2067 4701.2 4698.7 2122.2 4701.4 4698.9 BT 2122.2 4701.4 4685.9 2125 4701.4 4685.9 2125 4701.4 4698.9 BT 2186.5 4701.6 4699.0 2186.5 4701.6 4685.0 2189.3 4701.6 4685.1 BT 2189.3 4701.6 4699.0 2250.8 4701.6 4699.1 2250.8 4701.6 4686.8 BT 2253.6 4701.6 4687.0 2253.6 4701.6 4699.1 2254.9 4701.6 4699.1 HT 2315 4701.5 4699.0 2315 4701.5 4688.9 2317.8 4701.5 4688.9 ST 2317.8 4701.5 4699.0 2372.9 4701.3 4698.8 2373 4701.3 4682 HT 2446 4700.4 4682 3187 4696.7 4682 3543 4697.7 4682 BT 3661 4698.7 4682 3917 4698.7 4682 4092 4699.9 4682 BT 4186 4700.1 4682 4472 4700.6 4682 4587 4701.8 4682 BT 5081 4706.8 4682 5281 4710 4682 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 Run Date: 8JAN** Run Time: 10:56:26 HNVersion: 6.52 Data File: PHASE_2.HC2 Page 4 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 SURVEY SECTION 31 ENCROACHMENT FOR EFFECTIVE ARRA INTO BRIDGE ET 7.1 7.1 7.1 7.1 1500 3400 X1 73245 50 2586 2696 480 720 944 GR 4710.7 0 4710 54 4708.1 145 4705.9 245 4704 334 GR 4702.1 426 4699.9 530 4697.8 565 4696.2 589 4694.1 609 GR 4692.6 918 4692 1165 4691.6 1260 4692 1341 4692.9 1505 GR 4691.7 1697 4692.5 1747 4691.9 1780 4692.4 1839 4691.9 1922 GR 4692.1 1976 4690.4 2020 4692.3 2079 4690.8 2157 4689.7 2208 GR 4691.6 2398 4689.8 2586 4686.8 2674 4688.4 2690 4690.2 2696 GR 4689.6 2762 4691.1 2862 4691.7 3116 4692.5 3375 4692.5 3658 GR 4694 3812 4696 4013 4696 4042 4693.6 4045 4692.7 4066 GR 4694 4114 4696 4124 4697.1 4285 4697.3 4532 4698 4772 GR 4700 4943 4702 5106 4703.3 5256 4704.1 5376 4705.7 5417 NC 0.056 0.050 0.035 .1 .3 ) ) ) SURVEY SECTION 32 X1 76033 62 1822 1894 1300 1000 2788 GR 4708.7 0 4707.4 88 4708.5 216 4708 333 4706.1 499 GR 4704.1 584 4702 654 4700 745 4698 822 4696 933 GR 4696 1014 4698.5 1025 4693.8 1037 4692 1072 4691.9 1088 GR 4692 1106 4694 1116 4694 1331 4693 1552 4692.8 1695 GR 4694 1791 4693.9 1822 4687.6 1834 4687.7 1886 4694.6 1894 GR 4694 1937 4693.1 2041 4692.3 2130 4690.8 2150 4692.2 2178 GR 4693.3 2344 4691.9 2518 4691.9 2550 4692 2579 4692.5 2662 GR 4691.8 2909 4692.3 3037 4692 3104 4691.9 3338 4692 3445 GR 4692.4 3520 4692 3591 4692 3644 4692 3764 4693.2 3846 GR 4692 3941 4691.8 4000 4692 4059 4692.7 4147 4693.3 4304 GR 4694 4408 4696.5 4421 4696.1 4434 4694.1 4443 4694 4496 GR 4695.8 4684 4710.1 4734 4718 4767 4719.3 4817 4717.9 4931 GR 4717.1 5095 4718.1 5249 NC 0.055 0.056 0.035 .3 .5 SURVEY SECTION 33 X1 77090 76 1718 1856 1000 1000 1057 GR 4712 0 4710.6 66 4710.1 143 4709.3 308 4708 391 GR 4706 487 4704 579 4702.1 643 4699.9 709 4699.2 806 GR 4698 940 4697.3 1055 4696.7 1192 4698 1292 4698.4 1325 GR 4698 1350 4696.6 1423 4696.6 1581 4696 1718 4689.7 1733 Run Date: BJAN" Run Time: 10:56:26 HNVeraion: 6.52 Data File: PHASE_2.HC2 Page 5 GR 4689.9 1807 4691.8 1813 4693 1848 4697 1856 4695.5 1867 GR 4694 1957 4693.7 2064 4693.8 2206 4694 2252 4694.9 2353 GR 4695.2 2505 4695.3 2654 4696 2839 4695.2 2918 4692 2931 GR 4690.9 3022 4692 3068 4693.7 3174 4693.7 3296 4694.2 3357 GR 4693.8 3382 4694.2 3420 4699.9 3444 4700.8 3448 4700.1 3452 GR 4696 3472 4694 3501 4693.7 3681 4693.1 3850 4693.9 3929 GR 4696 3939 4696.3 3942 4694 3952 4694.3 3979 4702 3992 GR 4703.8 4010 4709.9 4021 4730.6 4060 4734.5 4068 4735.2 4073 GR 4733.8 4079 4720.2 4151 4709.4 4197 4722.9 4253 4733.9 4308 GR 4746.2 4383 4746.5 4450 4747.7 4528 4746 4567 4737.7 4752 GR 4737.3 4812 4736.6 4926 4732 5076 4731.5 5136 4736.1 5283 GR 4737.9 5317 SURVEY SECTION 34 X1 78817 71 2830 2979 1100 1100 1727 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 _) ) GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 OR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 WELD COUNTY ROAD 29 SURVEY SECTION 35 ROAD PROFILE IS SURVEY SECTION 35, GROUND POINTS FROM SECTION 34 X1 78928 91 2830 3028 111 111 111 X3 10 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 OR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.1 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 Run Date: 8JAN** Run Time: 10:56:26 HMVersion: 6.52 Data File: PHASE_2.HC2 Page 6 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 SB 0.95 1.56 2.6 0 60 2 1516 8.7 4682.2 4682.1 X1 78962 91 2830 3028 34 34 34 X2 1 4692.6 4695.8 X3 10 BT -34 0 4718.9 4685 223 4712.1 4685 494 4701.9 4685 BT 553 4700.4 4685 630 4700 4685 824 4699.1 4685 BT 1126 4698.6 4685 1265 4698 4685 1313 4697.8 4685 BT 1352 4698 4685 1488 4698 4685 1541 4697.8 4685 ST 1950 4696.9 4685 2210 4695.8 4685 2286 4696.1 4685 ST 2286 4696.1 4685 2322 4696.1 4685 2407 4697.1 4685 BT 2606 4698 4685 2830 4698.1 4685 2830 4698.1 4692.6 ) ) BT 2928 4697.9 4692.4 2928 4697.9 4683.4 2930 4697.9 4683.5 BT 2930 4697.9 4692.4 3028 4697.7 4692.2 3028 4697.7 4685 BT 3172 4697.6 4685 3411 4695.8 4685 3595 4695.7 4685 BT 3807 4698.3 4685 3868 4698.3 4685 3901 4698.9 4685 BT 4022 4698 4685 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.2 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 DUPLICATE OF SECTION 34 MODIFIED BETWEEN 1011 AND 1340 TO SHOW INEFFECTIVE AREA FROM STOCKPILE X1 79062 71 2830 2979 100 100 100 X3 3875 4705 X4 4 4697.8 1088 4710.0 1088.01 4710.0 1138 4697.7 1138.01 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 Run Date: 8JAN** Run Time: 10:56:26 HMVersion: 6.52 Data File: PHASE_2.HC2 Page 7 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 OR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 ) ) ) QT 5 12450 12450 4230 9090 25250 SURVEY SECTION 36 X1 80500 69 2082 2158 1170 1140 1438 X3 3582 4705 X4 4 4697.3 1934 4710 1934.01 4710 1984 4696.5 1984.01 GR 4719.5 0 4718.1 9 4715.9 29 4714 174 - 4712 250 GR 4710 316 4708.1 381 4705.9 447 4703.9 537 4702 770 GR 4700.8 974 4700.7 1176 4700.5 1394 4700 1557 4698 1890 GR 4695.8 2032 4696.2 2034 4697.1 2059 4696 2082 4691.9 2101 GR 4691.7 2150 4696.3 2158 4697.6 2344 4698 2495 4698.2 2554 GR 4697.9 2676 4698 2781 4697.9 2855 4698.3 2981 4698 3127 GR 4697.8 3190 4698 3233 4698.6 3510 4700.8 3521 4696.2 3540 GR 4694.9 3574 4698.9 3582 4699.3 3641 4700 3700 4702.1 3777 OR 4705.8 3867 4708 3938 4709.3 3963 4713.9 3987 4724.5 4008 GR 4724.3 4032 4720.4 4064 4716 4158 4721.8 4177 4724.3 4207 GR 4728 4287 4723 4371 4731.4 4420 4734.9 4462 4741 4478 GR 4744.3 4507 4745.7 4525 4748.1 4561 4750.7 4662 4747.4 4800 GR 4748.7 4832 4744.4 4868 4746.4 4897 4744.2 4946 4743.8 4960 GR 4744 4974 4746.1 5043 4751.8 5155 4762 5286 NC 0.050 0.054 0.035 .1 .3 SURVEY SECTION 37 X1 81954 79 1579 1711 1650 1120 1454 X3 3512 4705 GR 4727.1 0 4724.8 25 4724 56 4722 170 4720 355 GR 4720.1 482 4720.5 511 4718.3 563 4716.3 595 4713.7 636 GR 4713 697 4712.1 749 4709.9 785 4708 875 4706 957 GR 4704 1100 4702 1199 4699.9 1318 4693.3 1369 4698.3 1425 GR 4698.4 1482 4698.1 1579 4695.5 1587 4694 1612 4696 1675 GR 4698.1 1711 4698.3 1825 4699.4 2032 4700 2163 4701 2375 GR 4700.7 2490 4700 2625 4699.6 2697 4700 2770 4699.4 2895 OR 4699.9 3008 4700.4 3087 4700 3189 4699.7 3313 4699.8 3420 GR 4702.2 3430 4702.2 3437 4702.2 3446 4695.8 3465 4694.5 3479 OR 4696.1 3499 4698.2 3512 4699.8 3585 4702.1 3617 4704.1 3654 GR 4703.9 3669 4704.9 3675 4706.2 3678 4708.1 3683 4710.1 3708 GR 4720.5 3750 4725.8 3789 4721.9 3835 4717.5 3926 4720.3 3971 GR 4729.9 4022 4730.4 4071 4732.6 4159 4730.3 4266 4736.5 4302 GR 4741.9 4343 4749.5 4378 4751.2 4396 4749.9 4458 4751.6 4554 GR 4753.1 4608 4754 4685 4756 4789 4758 4880 4765.8 5087 GR 4770.1 5258 4772 5373 4773.9 5492 4776.5 5609 SURVEY SECTION 38 Run Date: 8JAN** Run Time: 10:56:26 HNVersion: 6.52 Data File: PHASE_2.HC2 Page 8 X1 84599 57 3180 3273 1500 1610 2645 GR 4722.1 0 4721.3 3 4719.3 101 4718 272 4716 461 ) ) GR 4714 657 4712.1 730 4710 798 4708 838 4706.1 874 GR 4704 962 4701.8 1036 4701.9 1158 4700.1 1209 4699.5 1285 GR 4699.9 1338 4701 1475 4700 1803 4700.1 1901 4702 2191 GR 4702 2452 4702 2516 4701.3 2653 4702 2806 4704.2 2910 GR 4708.2 2919 4708.3 2927 4707.9 2941 4702.1 2972 4700.6 3005 GR 4702.1 3040 4703 3139 4701.9 3180 4700.1 3184 4698.6 3233 GR 4699.5 3264 4708 3273 4706.7 3281 4735.3 3300 4733.8 3310 GR 4733.5 3324 4734 3338 4736 3496 4738 3587 4740 3659 GR 4742.1 3824 4750.8 3851 4754.2 3881 4760.1 4049 4764.1 4130 GR 4766 4179 4766.3 4201 4765.8 4224 4763.9 4350 4762 4496 GR 4762.2 4733 4761.6 4778 NC 0.050 0.055 0.035 .3 .5 SURVEY SECTION 39 X1 87304 62 3445 3621 1500 1600 2705 GR 4721.3 0 4719.8 14 4720.4 35 4720 57 4718 267 GR 4716.1 400 4714.1 473 4709.8 537 4706.1 603 4704 678 GR 4702.9 861 4702.9 1098 4702.6 1279 4704 1477 4705.1 1665 GR 4706 1961 4706.4 2036 4706 2105 4705.4 2232 4704 2410 GR 4703.8 2468 4704.1 2519 4704.1 2546 4703.6 2676 4703.6 2848 GR 4703.3 3010 4704 3109 4705.5 3235 4708.6 3254 4705.6 3278 GR 4703.6 3297 4704.1 3309 4704.9 3323 4706.1 3346 4707 3363 GR 4706 3379 4704.2 3406 4703.2 3420 4704.2 3445 4704 3460 GR 4703.6 3511 4701.9 3563 4700.8 3597 4701.1 3618 4706.3 3621 GR 4707.2 3757 4708 3871 4710 3959 4712.1 4003 4714.1 4055 GR 4711.8 4063 4710.7 4068 4712.1 4073 4716.1 4078 4716.7 4085 GR 4716 4089 4716 4104 4717.9 4144 4721.8 4206 4723.9 4237 GR 4730.1 4280 4735.6 4324 SURVEY SECTION 40 X1 89243 64 2274 2456 1340 1330 1939 X3 1472.2 4722 GR 4721.3 0 4720 5 4717.9 11 4717.6 103 4716 205 GR 4714 325 4712 423 4709.9 481 4708.2 695 4708.1 937 GR 4708 1113 4707.8 1238 4706.7 1435 4708.3 1515 4706.2 1552 GR 4704.1 1612 4707 1665 4706.1 1787 4706.6 1887 4706.2 1980 GR 4705.8 2119 4706 2213 4707.8 2251 4710.3 2262 4711.4 2274 GR 4709.9 2287 4703.3 2305 4702.1 2347 4703.2 2421 4708.2 2456 GR 4708.5 2526 4708 2587 4707.9 2696 4707.9 2835 4708.7 2966 GR 4708 3082 4704.6 3133 4706 3163 4706.3 3182 4703.4 3196 GR 4703 3219 4703.9 3233 4705.6 3261 4704 3280 4704.2 3296 GR 4704.1 3329 4708.2 3342 4708.5 3475 4709.1 3762 4710.1 3849 GR 4712.1 4062 4712.8 4338 4713.7 4491 4714 4502 4718.1 4517 GR 4719.8 4525 4717.8 4540 4716.8 4549 4716 4557 4715 4567 GR 4715.8 4576 4720.1 4597 4721.9 4655 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM GROSS SECTION Run Date: 8JAN** Run Time: 10:56:26 HMVereion: 6.52 Data File: PHASE_2.HC2 Page 9 ) ) X1 89383 80 2183 2322 225 225 140 X3 10 0 0 0 0 0 0 4707 4706.6 GR 4720.3 0 4720 5 4717.9 11 4717.652 87 4715.733 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 J GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM NET SECTION GROUND POINTS FROM SECTION 40, ROAD PROFILE FROM SECTION 41 X1 89388 80 2183 2322 5 5 5 X3 10 80 0 0 0 0 0 4708.0 4707.6 X4 1 4702.1 2201.1 ST -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 ST 221 4716.1 4700 329 4713.9 4700 382 4712 4700 ET 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 BT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4711.1 BT 2201.1 4714.4 4711.1 2251.6 4714.5 4711.2 2251.7 4714.5 4702.4 ST 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 HT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.7 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 ) ) GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 OR 4704 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 Run Date: 87AN" Run Time: 10:56:26 HMVersion: 6.52 Data File: PHASE_2.HC2 Page 10 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM NET SECTION X1 89424 80 2183 2322 36 36 36 X3 10 0 0 0 0 0 0 4708.0 4707.6 HT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 HT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 ST 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4700 BT 2201 4714.4 4711.1 2251.6 4714.5 4711.2 2251.6 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 HT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 HT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 ST 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.9 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM GROSS SECTION X1 89429 80 2183 2322 5 5 5 X3 10 0 0 0 0 0 0 4708.0 4707.6 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 ) ) GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 Run Date: BJAN•• Run Time: 10:56:26 HNVersion: 6.52 Data File: PHASE_2.HC2 Page 11 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GE 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 SURVEY SECTION 42 ET 7.1 7.1 7.1 7.1 9.1 980 1956 1 1956 X1 91035 48 1799 1956 1350 1350 1606 GR 4723.3 0 4721.8 104 4720.1 172 4715.9 272 4713.9 346 GE 4712 471 4711.1 548 4712 621 4712.1 702 4710 716 GR 4709 868 4709.8 966 4710.7 1147 4709.9 1394 4708.5 1603 GR 4710.1 1784 4714.1 1796 4714.5 1799 4714 1804 4713.3 1811 GR 4712 1819 4710.1 1828 4703.9 1858 4703.3 1885 4703.8 1906 GR 4710 1934 4713.9 1956 4715 2157 4714.1 2473 4714 2795 GE 4713.6 3067 4712 3131 4711.5 3408 4712 3637 4712.2 3703 GE 4712 3793 4712.5 3941 4712.1 4238 4712.6 4539 4714 4684 GR 4715.9 4769 4717.9 4779 4717.9 4786 4715.8 4791 4715.9 4793 GR 4718.3 4799 4720.1 4808 4719.3 4835 NC 0.050 0.050 0.035 .1 .3 SURVEY SECTION 43 ET 7.1 7.1 7.1 7.1 7.1 1 1722 X1 91962 54 1515 1687 830 870 927 GR 4714.7 0 4714 20 4712.1 229 4711.5 396 4712 562 GR 4713.7 576 4712 591 4710 606 4708 624 4707.8 703 GR 4707.9 750 4710 761 4710.8 888 4710.2 1068 4711.4 1270 GR 4712.1 1372 4712.3 1467 4712.3 1515 4705.7 1540 4706 1578 GR 4707.1 1619 4708 1662 4716.3 1687 4717.2 1722 4716.1 1758 GR 4712.9 1783 4713.1 2826 4716.9 2948 4718.2 2985 4720.1 3086 GR 4722.4 3159 4723.6 3200 4713.3 3236 4713.6 3280 4714.7 3351 GR 4715 3564 4716 3824 4716 3880 4716 3926 4716 3947 GR 4716.4 4002 4718 4043 4720.1 4114 4721 4293 4722 4397 GR 4722.2 4401 4721.6 4405 4719.8 4411 4717.8 4417 4716.1 4422 GR 4718.2 4427 4722.2 4433 4722 4454 4722.1 4465 ) ) ) SURVEY SECTION 44 ET 7.1 7.1 7.1 7.1 7.1 1 3000 X1 93478 63 2507 2594 1320 1260 1516 GR 4729.6 0 4728.1 95 4726 319 4724 425 4721.8 502 GR 4720 548 4717.9 609 4715.2 688 4713.9 897 4712.2 915 GR 4714.3 962 4714.6 1431 4714.7 1790 4715.1 1971 4714 2270 GR 4713 2285 4711.9 2303 4711.3 2384 4710.1 2507 4708 2520 GR 4707.7 2540 4707.5 2556 4714.2 2572 4715.8 2594 4714 2630 GR 4713 2642 4712 2652 4711.4 2671 4712 2689 4713 2695 GR 4714.3 2705 4714.6 2847 4714 2961 4713.1 3073 4714 3206 GR 4714.1 3260 4713.9 3313 4713.6 3462 4712.2 3632 4711.9 3849 GR 4709.8 3908 4711.6 3943 ♦709.9 3952 4707.8 3959 4708.1 3975 GR 4712.1 3993 4714.1 4002 4716.1 4022 4716.5 4033 4716.3 4043 GR 4719.3 4391 4723.4 4425 4720 4463 4718 4491 4719.9 4575 GR 4720.2 4614 4719.9 4690 4721.2 4845 4719.9 4898 4715.7 4910 GR 4716 4923 4718.2 4961 4718.4 4980 Run Date: SJAN** Run Time: 10:56:26 HMVereion: 6.52 Data File: PHASE_2.HC2 Page 12 NC 0.048 0.055 0.035 .3 .5 SURVEY SECTION 45 ET 7.1 7.1 7.1 7.1 7.1 1 2094 X1 94992 52 1939 2094 1220 1440 1514 GR 4739.3 0 4738 283 4736.1 385 4734.1 490 4732.1 581 GR 4728.5 638 4727.9 680 4715.9 774 4715.7 963 4716 1130 GR 4717.4 1135 4718 1140 4717.5 1141 4716.2 1143 4715.1 1266 GR 4715.3 1429 4716 1646 4717.1 1818 4716 1939 4709.5 1951 GR 4709.1 1982 4709.7 2017 4711.8 2026 4714.1 2033 4716.4 2078 GR 4717.7 2094 4716.1 2158 4716.2 2390 4722.1 2405 4722.2 2500 GR 4716.3 2526 4716.5 4400 4725.3 4481 4723.7 4508 4720.8 4529 GR 4722.1 4567 4724.1 4641 4724.4 4693 4724 4760 4724.2 4809 GR 4725.1 4965 4725.8 5079 4728 5398 4730 5672 4732 5974 GR 4734 6273 4736 6390 4738 6396 4740.4 6402 4738.9 6406 GR 4737.3 6411 4739.2 6421 SURVEY SECTION 46 ET 7.1 7.1 7.1 7.1 7.1 1 3634 X1 97113 74 3440 3589 950 660 2121 GR 4740.2 0 4740.1 247 4738 330 4734 414 4728 489 GR 4722 611 4720.2 722 4718.9 894 4718 904 4716 926 GR 4716 1009 4716.9 1114 4717.9 1199 4718.2 1227 4717.4 1354 GR 4718 1523 4718.5 1629 4717.8 1754 4718.7 2035 4717.8 2301 GR 4716.2 2310 4715.4 2327 4717.4 2409 4714.6 2499 4717.2 2556 GR 4715.7 2606 4717.3 2713 4718 2901 4718.7 2959 4718 3005 GR 4712.9 3037 4716.3 3105 4718 3137 4719 3200 4717.9 3274 ) ) ) GR 4717.9 3370 4716 3440 4713.9 3456 4714.2 3467 4711.9 3479 GR 4711.6 3523 4712 3542 4713.9 3567 4716 3577 4718.1 3589 GR 4726.6 3619 4726.7 3634 4723.9 3674 4722.1 3765 4722.2 3905 GR 4722.1 4076 4721.9 4117 4723.5 4244 4723.4 4499 4724 4632 GR 4724.6 4844 4724.9 5073 4723.9 5145 4723.6 5154 4724.1 5168 GR 4725.4 5247 4726 5414 4727 5597 4727.9 5795 4730 6021 GR 4732 6197 4734.1 6248 4734 6270 4738 6281 4740.1 6310 GR 4747.9 6455 4747.7 6484 4750.9 6502 4752.1 6519 SECTION MODIFIED FROM SURVEY SECTION 46 NORMAL BRIDGE DOWNSTREAM GROSS SECTION X1 97247 86 3473 3574 134 134 134 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 Run Date: BJAN** Run Time: 10:56:26 HMVersioa: 6.52 Data File: PHASE_2.HC2 Page 13 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 WELD COUNTY ROAD 25 GROUND POINTS MODIFIED FROM SECTION 46, ROAD PROFILE FROM SURVEY SECTION 47 NORMAL BRIDGE DOWNSTREAM NET SECTION X1 97252 86 3473 3574 5 5 5 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 HT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 HT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 HT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 ) ) ) BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 ST 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 HT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM NET SECTION X1 97284 86 3473 3574 32 32 32 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 HT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 ST 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 Run Date: 8JAN« Run Time: 10:56:26 HMVereion: 6.52 Data File: PHASE_2.HC2 Page 14 ST 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 HT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 HT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 HT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 ) ) ) GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM GROSS SECTION X1 97289 86 3473 3574 5 5 5 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GE 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 SURVEY SECTION 48 Run Date: BJAN** Run Time: 10:56:26 HMVeraion: 6.52 Data File: PHASE_2.HC2 Page 15 X1 97916 62 3417 3562 650 650 627 GR 4741.5 0 4740 163 4738 345 4735.9 456 4733.9 549 GR 4732.4 613 4729.9 624 4728 652 4726 687 4724 718 GR 4720.7 726 4718.8 750 4718 762 4718.4 862 4718.5 1034 GR 4719.5 1190 4717.8 1362 4715.6 1394 4718 1451 4719.4 1643 GR 4719.6 1843 4719.7 2145 4719.2 2395 4718.1 2656 4719.2 2881 GE 4718 3000 4718.1 3069 4718 3152 4718.9 3280 4717.8 3373 GR 4716.2 3397 4718 3404 4719.4 3417 4718.1 3430 4716 3438 GR 4714.4 3462 4714 3482 4712.4 3515 4713.7 3544 4720.4 3562 GR 4721 3723 4721.3 3913 4720 4032 4719 4036 4720 4040 GR 4722.1 4048 4722.9 4250 4723 4448 4723.1 4744 4722.8 4945 ) ) GR 4724 5213 4725 5314 4726 5400 4727.1 5524 4728 5591 GR 4730 5687 4732.1 5779 4736.4 5858 4738.2 5916 4739.9 5950 GR 4744.8 5964 4748.1 6013 NC 0.058 0.058 0.035 .1 .3 SURVEY SECTION 49 ET 7.1 7.1 7.1 7.1 7.1 1 4250 X1 100055 61 2539 2751 1470 2070 2139 GR 4737.9 0 4736 143 4734.6 210 4731.6 228 4729.8 250 GR 4728.2 268 4725.8 290 4724.1 310 4723.5 377 4724 453 GR 4724.3 543 4724 615 4721.9 732 4720.5 880 4721.7 1140 GR 4721.1 1382 4721.1 1698 4720.5 2012 4719.4 2145 4719.9 2268 GR 4721.3 2432 4719.9 2539 4717.9 2553 4718.3 2570 4715.4 2578 GR 4715.5 2648 4715.9 2685 4717.9 2720 4719.6 2727 4720.6 2751 GR 4720.6 2796 4720.2 2824 4717.8 2840 4720.1 2865 4720.4 2892 GR 4720 2908 4719 2999 4718.4 3242 4717.5 3303 4720.2 3330 GR 4721.5 3377 4719.2 3477 4719.1 3502 4720.2 3536 4722 3578 GR 4722 3654 4721.5 3754 4722.3 3904 4721.6 4049 4721.7 4235 GR 4722.1 4250 4721 4282 4721.2 4547 4721.2 4864 4719.7 4960 GR 4722.1 5031 4722.7 5188 4724.1 5239 4726.1 5281 4728.1 5311 OR 4728.5 5320 ADJUSTING "a" VALUES TO THOSE OF WELD COUNTY FIS NEAR WINDSOR NC 0.060 0.073 0.035 SURVEY SECTION 50 X1 101911 39 3395 3500 1150 1150 1856 GR 4732.5 0 4732.1 64 4728 345 4726 570 4724 905 GR 4723.7 1131 4722.7 1362 4722 1579 4721.3 1875 4722 2017 GR 4722.6 2258 4724 2672 4724.9 2733 4724.5 2793 4722.3 2812 GR 4721.3 2875 4722 2946 4722.8 3030 4722.8 3126 4718.1 3146 GR 4722.8 3179 4723.4 3231 4722 3305 4721.6 3340 4722 3371 GR 4722.5 3395 4717.6 3408 4717.2 3454 4718.2 3482 4724 3500 GR 4724.4 3583 4724 3665 4722.4 3686 4724.2 3715 4726 3997 GR 4726.9 4125 4728 4243 4729.9 4281 4730.5 4306 REMAINDER OF FILE IS BY SIMONS, LI INC. FROM WELD COUNTY, COLORADO FIS Run Date: 8JAN** Run Time: 10:56:26 HMVeraion: 6.52 Data File: PHASE_2.HC2 Page 16 NC 0.063 0.093 0.035 0.1 0.3 QT 5 12909 12909 4518 9550 26014 CROSS SECTION "A" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103250 33 3584. 3701. 1300 900 1339 GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 ) -) ) GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.7 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4716.7 3604.0 GR 4715.9 3615.0 4717.3 3631.0 4716.6 3646.0 4717.7 3655.0 4716.6 3674.0 GR 4724.3 3701.0 4723.3 3733.0 4723.8 3809.0 4725.6 3963.0 4724.2 3993.0 GR 4726.8 4044.0 4730.1 4154.0 4737.9 4252.0 CROSS SECTION "B" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103670 38 3590. 3817. 450. 350. 420. GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.4 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4726.3 3590.0 GR 4718.3 3604.0 4715.5 3622.0 4717.5 3639.0 4718.0 3656.0 4724.1 3665.0 GR 4724.4 3680.0 4723.0 3702.0 4718.5 3721.0 4722.3 3741.0 4721.1 3762.0 GR 4725.4 3762.1 4725.7 3763.0 4726.8 3817.0 4724.9 3876.0 4727.8 3921.0 GR 4730.0 4011.0 4732.9 4046.0 4738.0 4080.0 CROSS SECTION "C" FROM CACHE LA POUDRE NEAR WINDSOR FIS QT 5 12971 12971 4551 9605 26106 X1 105810 34 2786. 2874. 1300. 1680. 2140. GR 4740.0 .0 4738.8 169.0 4738.1 459.0 4737.1 605.0 4736.3 751.0 GR 4734.6 914.0 4733.2 1045.0 4730.8 1331.0 4731.4 1531.0 4730.4 1621.0 GR 4727.8 1913.0 4728.4 2196.0 4728.3 2458.0 4728.7 2493.0 4726.4 2650.0 OR 4727.4 2785.0 4727.1 2786.0 4721.1 2795.0 4719.0 2806.0 4718.5 2812.0 GR 4719.3 2824.0 4719.7 2840.0 4720.7 2867.0 4726.3 2874.0 4726.4 2874.0 GR 4727.7 3025.0 4727.2 3070.0 4727.4 3155.0 4726.3 3260.0 4726.7 3364.0 GR 4727.0 3504.0 4727.4 3634.0 4728.4 3743.0 4732.1 3943.0 Run Date: BJAN** Run Time: 10:56:26 HMVersion: 6.52 Data File: PHASE_2.HC2 Page 17 IHLEQ = 3. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF THE GEOMETRIC MEAN FRICTION SLOPE. THAT IS HL = WLEN*(S*SLOPE)**.5 WHERE WLEN = DISCHARGE-WEIGHTED REACH LENGTH, S = FRICTION SLOPE AT CURRENT CROSS SECTION, SLOPE = FRICTION SLOPE AT PRECEDING CROSS SECTION. Run Date: BJAN** Run Time: 10:56:26 HMVersion: 6.52 Data File: PHASE_2.HC2 Page 18 ) ) THIS RUN EXECUTED 8JAN** 10:56:27 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PHASE 2 100-YEAR SUMMARY PRINTOUT SECNO Q CWSEL VLOB VROH VCH AREA K*CNSL 10*KS DIFWSX 64420.000 12000.00 4686.70 1.69 2.00 6.02 4539.43 0.00 19.58 0.00 69083.000 12000.00 4689.98 1.75 0.89 4.63 6213.57 0.73 11.21 3.28 72127.000 12000.00 4693.17 1.82 0.61 6.68 1823.54 0.39 21.74 3.19 72247.000 12000.00 4693.48 0.00 0.00 6.37 1884.15 -0.83 18.59 0.32 72301.000 12000.00 4693.56 0.00 0.00 6.30 1904.11 1.85 17.97 0.08 * 73245.000 12000.00 4695.00 1.50 1.51 3.20 7136.05 2.97 4.48 1.44 76033.000 12000.00 4695.56 0.81 1.15 2.69 10272.04 0.29 3.23 0.55 * 77090.000 12000.00 4696.21 0.24 1.96 4.93 5059.72 1.99 15.57 0.66 78817.000 12000.00 4697.94 1.71 1.76 4.39 5694.85 1.04 11.12 1.73 * 78928.000 12000.00 4697.97 0.00 0.88 3.78 4904.52 -84.68 2.79 0.03 78962.000 12000.00 4697.98 0.00 0.88 3.77 4922.56 2.94 2.77 0.02 * 79062.000 12000.00 4698.15 1.54 1.67 4.02 6237.84 93.00 8.90 0.16 • 80500.000 12450.00 4699.87 2.27 2.23 7.98 4140.83 0.14 25.67 1.73 • 81954.000 12450.00 4702.05 2.19 1.45 4.03 6399.04 1.10 7.58 2.18 84599.000 12450.00 4703.78 2.06 0.00 3.95 5678.24 2.00 12.60 1.73 87304.000 12450.00 4706.04 2.00 0.00 3.57 5751.47 0.81 14.46 2.26 89243.000 12450.00 4708.61 2.51 2.50 5.72 3903.34 0.67 21.41 2.56 ) ) Run Date: SJAN** Run Time: 10:56:26 HMVereion: 6.52 Data File: PHASE_2.HC2 Page 19 SECNO 0 CWSEL VLOB VROB VCH AREA K*CHSL 10*KS DIFWSX 89383.000 12450.00 4709.08 1.81 1.78 4.90 5765.95 0.00 12.40 0.48 * 89388.000 12450.00 4709.70 2.21 2.57 8.66 3330.38 0.00 45.84 0.62 * 89424.000 12450.00 4710.28 1.93 2.07 6.40 4705.84 0.00 22.11 0.58 * 89429.000 12450.00 4710.59 1.10 0.96 2.49 10794.71 0.00 2.54 0.31 * 91035.000 12450.00 4711.83 3.55 0.00 9.51 2339.11 0.75 51.59 1.24 * 91962.000 12450.00 4714.25 1.79 0.00 3.89 5641.80 2.59 6.73 2.42 * 93478.000 12450.00 4715.85 2.45 2.32 6.12 4405.22 1.19 21.87 1.60 94992.000 12450.00 4718.40 2.40 0.00 5.74 3886.63 1.06 17.06 2.54 * 97113.000 12450.00 4719.95 1.40 0.57 3.46 7430.67 1.18 5.25 1.55 97247.000 12450.00 4720.03 1.47 0.00 3.59 7487.28 -5.23 5.54 0.08 * 97252.000 12450.00 4719.97 2.31 0.00 5.58 4469.31 0.00 20.11 -0.06 97284.000 12450.00 4720.06 2.22 0.00 5.30 4700.48 0.00 17.96 0.09 * 97289.000 12450.00 4720.22 1.38 0.00 3.30 8023.10 0.00 4.57 0.16 * 97916.000 12450.00 4720.64 1.69 0.52 4.60 5928.58 2.39 11.42 0.43 100055.000 12450.00 4722.48 1.11 1.50 3.98 7102.86 1.40 8.82 1.84 * 101911.000 12450.00 4724.37 1.94 0.78 6.57 4989.13 0.97 22.88 1.89 103250.000 12909.00 4727.00 1.86 1.44 8.22 3711.81 -0.97 22.21 2.63 103670.000 12909.00 4728.21 1.71 0.92 4.90 4990.35 -0.95 12.09 1.21 105810.000 12971.00 4730.32 1.46 1.22 6.73 6222.09 1.40 12.59 2.11 Run Date: &JAN** Run Time: 10:56:26 HMVeraion: 6.52 Data File: PHASE_2.HC2 Page 20 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 73245.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 78928.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 79062.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 80500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 81954.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 89388.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 89388.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 89388.000 PROFILE= 1 20 TRIALS Alaug6PEU TO BALANCE WSEL CAUTION SECNO= 89388.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 89424.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 89424.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89429.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91035.000 PROFILE= 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91962.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93478.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97252.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97289.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97916.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 101911.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE HEC2 S/N: 1366000138 HMVersion: 6.52 Data File: PHASE_3A.HC2 *************************************** • HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS ` * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * • 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 8,IAN** TIME 10:59:21 • * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX . . . FULL MICRO-COMPUTER IMPLEMENTATION ... HAESTAD E S TAD METHODS 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 1 ) Run Date: BJAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 1 THIS RUN EXECUTED BJAN" 10:59:21 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 RIVERVIEW FLOOD HAZARD DEVELOPMENT PERMIT, TUTTLE APPLEGATE PROJECT NO. T2 99-182, DECEMBER 1999, DSM, CACHE LA POUDRE RIVER, WELD COUNTY, COLORADO T3 PHASE 3 100-YEAR T4 ORIGINAL MODEL IS POUDR99.DAT FROM CORPS OF ENGINEERS, OMAHA DIST. T5 ENCROACHMENTS ADDED TO SECTIONS 36 & 37 FOR NEW DEVELOPMENT TO SOUTH T6 ORIGINAL MODEL WENT FROM SOUTH PLATTE TO GREELEY; HAS BEEN SHORTENED T8 WATER SURFACE FROM ORIGINAL MODEL USED AS D/S BOUNDARY CONDITION T9 NEW FILENAME: PHASE_3A.HC2 83RD AVENUE BRIDGE HAS BEEN MODIFIED TO CORRECT CODING ERROR; TWO DUPLICATE STATIONS REMAIN IN BT RECORDS (418 AND 2303.9), BUT OKAY J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 0 4686.7 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 55 56 26 25 33 5 51 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS -10 -10 J6 IHLEQ ICOPY SUBDIV STRTDS RMILE 3 NC 0.055 0.052 0.035 .1 .3 QT 5 12000 12000 4030 8740 24650 SURVEY SECTION 27 ET 7.1 7.1 7.1 7.1 7.1 1 3895 2 ) ) ) X1 64420 55 1324 1451 1250 840 2602 GR 4703.7 0 4702 53 4700 207 4698 361 4696 491 GR 4694 605 4692 796 4690 1067 4688 1214 4685.9 1266 GR 4683.9 1324 4680.2 1343 4679.4 1384 4679.9 1400 4682.1 1420 GR 4681.4 1430 4682 1436 4684 1451 4684.5 1675 4684.1 1892 GR 4683.8 2109 4683.9 2124 4684.1 2155 4684.7 2387 4684.7 2596 GR 4686 2916 4686.1 3105 4686.2 3282 4686 3475 4686 3567 GR 4686.1 3724 4688 3881 4689.7 3895 4687.9 3902 4684.1 3916 GR 4685.9 3930 4686 3954 4686 3985 4686.9 4116 4688 4257 GR 4690 4470 4691.9 4536 4689.8 4547 4692 4559 4694.1 4571 Run Date: 8JAN** Run Time: 10:59:21 HMVereion: 6.52 Data File: PHASE_3A.HC2 Page 2 GR 4694.7 4627 4695.9 4680 4696.3 4711 4691.8 4717 4691.1 4733 GR 4692 4749 4696.3 4757 4698 4773 4700.2 4823 4701.3 4850 NC 0.050 0.050 0.035 .3 .5 SURVEY SECTION 28 X1 69083 74 4447 4517 1230 1020 4663 GR 4701.8 0 4701.9 4 4700.8 89 4700 349 4698 569 GR 4696.1 739 4693.9 894 4691.9 904 4692 1150 4692 1229 GR 4692 1312 4691.9 1339 4692 1376 4692 1385 4691.6 1458 GR 4690.5 1564 4690 1670 4689.9 1739 4689.4 1884 4687.8 2153 GR 4688.1 2188 4687.8 2222 4688.3 2258 4687.7 2321 4688 2368 GR 4688.4 2439 4688.6 2512 4688 2623 4688 2696 4688.2 2773 GR 4688 2868 4687.8 2898 4688.2 2972 4688 2997 4687.9 3071 GR 4685.7 3270 4686 3305 4687.2 3437 4687.1 3677 4687.5 3878 GR 4687.9 4006 4687.9 4070 4688 4138 4688.8 4264 4688 4420 GR 4687.9 4447 4683.4 4451 4682.8 4473 4684 4506 4688.3 4517 GR 4690 4646 4692.2 4657 4693.6 4667 4691.2 4677 4692.2 4706 GR 4694.3 4716 4696 4782 4698.2 4794 4702.1 4802 4704.1 4841 GR 4705.9 4844 4708 4866 4708.1 4949 4710 5030 4712.1 5076 GR 4712.8 5156 4712 5255 4712.1 5360 4713.7 5374 4720.1 5390 GR 4729.8 5411 4736.1 5427 4738 5445 4739.5 5465 SURVEY SECTION 29 ET 7.1 7.1 7.1 7.1 9.1 2050 2500 1050 3500 X1 72127 90 2072 2370 1100 2000 3044 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 3 ) -) ) GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 59TH AVENUE DOWNSTREAM SECTION DUPLICATE OF SURVEY SECTION 29 Run Date: 8JAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 3 ET 9.1 1050 3500 X1 72247 90 2072 2370 120 120 120 X3 10 0 0 0 0 0 0 4693.5 4693.5 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4683.9 2138 4683.9 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 ROAD PROFILE FROM SECTION 30 AND NEW BRIDGE PLANS ADDED TO GROUND POINTS FROM SURVEY SECTION 29, DOWNSTREAM NET SECTION UPSTREAM BRIDGE SECTION ET 1800 2850 SB 1.05 1.56 3.0 0 160 11.2 3520 4.8 4684.0 4683.9 X1 72301 90 2072 2370 54 54 54 X2 1 4699.1 4696.1 X3 10 4696.1 4696.7 BT -44 0 4707.5 4682 229 4704.1 4682 339 4702 4682 ST 478 4700 4682 603 4699.1 4682 826 4698 4682 BT 1056 4697.3 4682 1338 4696.8 4682 1629 4696.2 4682 BT 1696 4696 4682 1696 4696 4662 1859 4698.2 4682 4 BT 2066.8 4701.2 4682 2067 4701.2 4698.7 2122.2 4701.4 4698.9 BT 2122.2 4701.4 4685.9 2125 4701.4 4685.9 2125 4701.4 4698.9 ST 2186.5 4701.6 4699.0 2186.5 4701.6 4685.0 2189.3 4701.6 4685.1 BT 2189.3 4701.6 4699.0 2250.8 4701.6 4699.1 2250.8 4701.6 4686.8 HT 2253.6 4701.6 4687.0 2253.6 4701.6 4699.1 2254.9 4701.6 4699.1 HT 2315 4701.5 4699.0 2315 4701.5 4688.9 2317.8 4701.5 4688.9 BT 2317.8 4701.5 4699.0 2372.9 4701.3 4698.8 2373 4701.3 4682 BT 2446 4700.4 4682 3187 4696.7 4682 3543 4697.7 4682 BT 3661 4698.7 4682 3917 4698.7 4682 4092 4699.9 4682 HT 4186 4700.1 4682 4472 4700.6 4682 4587 4701.8 4682 HT 5081 4706.8 4682 5281 4710 4682 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GE 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 Run Date: 8JAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 4 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 SURVEY SECTION 31 ENCROACHMENT FOR EFFECTIVE AREA INTO BRIDGE ET 7.1 7.1 7.1 7.1 1500 3400 X1 73245 50 2586 2696 480 720 944 GR 4710.7 0 4710 54 4708.1 145 4705.9 245 4704 334 GR 4702.1 426 4699.9 530 4697.8 565 4696.2 589 4694.1 609 GE 4692.6 918 4692 1165 4691.6 1260 4692 1341 4692.9 1505 GR 4691.7 1697 4692.5 1747 4691.9 1780 4692.4 1839 4691.9 1922 GR 4692.1 1976 4690.4 2020 4692.3 2079 4690.8 2157 4689.7 2208 GR 4691.6 2398 4689.8 2586 4686.8 2674 4688.4 2690 4690.2 2696 GR 4689.6 2762 4691.1 2862 4691.7 3116 4692.5 3375 4692.5 3658 GR 4694 3812 4696 4013 4696 4042 4693.6 4045 4692.7 4066 GR 4694 4114 4696 4124 4697.1 4285 4697.3 4532 4698 4772 GR 4700 4943 4702 5106 4703.3 5256 4704.1 5376 4705.7 5417 NC 0.056 0.050 0.035 .1 .3 5 ) ) SURVEY SECTION 32 X1 76033 62 1822 1894 1300 1000 2788 GR 4708.7 0 4707.4 88 4708.5 216 4708 333 4706.1 499 GR 4704.1 584 4702 654 4700 745 4698 822 4696 933 GR 4696 1014 4698.5 1025 4693.8 1037 4692 1072 4691.9 1088 GR 4692 1106 4694 1116 4694 1331 4693 1552 4692.8 1695 OR 4694 1791 4693.9 1822 4687.6 1834 4687.7 1886 4694.6 1894 GR 4694 1937 4693.1 2041 4692.3 2130 4690.8 2150 4692.2 2178 GR 4693.3 2344 4691.9 2518 4691.9 2550 4692 2579 4692.5 2662 GR 4691.8 2909 4692.3 3037 4692 3104 4691.9 3338 4692 3445 GR 4692.4 3520 4692 3591 4692 3644 4692 3764 4693.2 3846 GR 4692 3941 4691.8 4000 4692 4059 4692.7 4147 4693.3 4304 GR 4694 4408 4696.5 4421 4696.1 4434 4694.1 4443 4694 4496 GR 4695.8 4684 4710.1 4734 4718 4767 4719.3 4817 4717.9 4931 GR 4717.1 5095 4718.1 5249 NC 0.055 0.056 0.035 .3 .5 SURVEY SECTION 33 X1 77090 76 1718 1856 1000 1000 1057 OR 4712 0 4710.6 66 4710.1 143 4709.3 308 4708 391 GR 4706 487 4704 579 4702.1 643 4699.9 709 4699.2 806 GR 4698 940 4697.3 1055 4696.7 1192 4698 1292 4698.4 1325 GR 4698 1350 4696.6 1423 4696.6 1581 4696 1718 4689.7 1733 Run Date: 8JAN*• Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 5 GR 4689.9 1807 4691.8 1813 4693 1848 4697 1856 4695.5 1867 GR 4694 1957 4693.7 2064 4693.8 2206 4694 2252 4694.9 2353 GR 4695.2 2505 4695.3 2654 4696 2839 4695.2 2918 4692 2931 GR 4690.9 3022 4692 3068 4693.7 3174 4693.7 3296 4694.2 3357 GR 4693.8 3382 4694.2 3420 4699.9 3444 4700.8 3448 4700.1 3452 OR 4696 3472 4694 3501 4693.7 3681 4693.1 3850 4693.9 3929 GR 4696 3939 4696.3 3942 4694 3952 4694.3 3979 4702 3992 GR 4703.8 4010 4709.9 4021 4730.6 4060 4734.5 4068 4735.2 4073 GR 4733.8 4079 4720.2 4151 4709.4 4197 4722.9 4253 4733.9 4308 GR 4746.2 4383 4746.5 4450 4747.7 4528 4746 4567 4737.7 4752 GR 4737.3 4812 4736.6 4926 4732 5076 4731.5 5136 4736.1 5283 GR 4737.9 5317 SURVEY SECTION 34 X1 78817 71 2830 2979 1100 1100 1727 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 6 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 WELD COUNTY ROAD 29 SURVEY SECTION 35 ROAD PROFILE IS SURVEY SECTION 35, GROUND POINTS FROM SECTION 34 X1 78928 91 2830 3028 111 111 111 X3 10 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.1 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 Run Date: 8JAN•* Run Time: 10:59:21 HMVetsion: 6.52 Data File: PHASE_3A.HC2 Page 6 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 SB 0.95 1.56 2.6 0 60 2 1516 8.7 4682.2 4682.1 X1 78962 91 2830 3028 34 34 34 X2 1 4692.6 4695.8 X3 10 BT -34 0 4718.9 4685 223 4712.1 4685 494 4701.9 4685 BT 553 4700.4 4685 630 4700 4685 824 4699.1 4685 BT 1126 4698.6 4685 1265 4698 4685 1313 4697.8 4685 BT 1352 4698 4685 1488 4698 4685 1541 4697.8 4685 BT 1950 4696.9 4685 2210 4695.8 4685 2286 4696.1 4685 BT 2286 4696.1 4685 2322 4696.1 4685 2407 4697.1 4685 BT 2606 4698 4685 2830 4698.1 4685 2830 4698.1 4692.6 7 ) ) BT 2928 4697.9 4692.4 2928 4697.9 4683.4 2930 4697.9 4683.5 BT 2930 4697.9 4692.4 3028 4697.7 4692.2 3028 4697.7 4685 BT 3172 4697.6 4685 3411 4695.8 4685 3595 4695.7 4685 ST 3807 4698.3 4685 3868 4698.3 4685 3901 4698.9 4685 BT 4022 4698 4685 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.2 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 DUPLICATE OF SECTION 34 X1 79062 71 2830 2979 100 100 100 X3 3875 4705 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 Run Date: 8JAN** Run Time: 10:59:21 HMVereion: 6.52 Data File: PHASE_3A.HC2 Page 7 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 OR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 OR 4767.7 5315 QT 5 12450 12450 4230 9090 25250 8 ) ) SURVEY SECTION 36 X1 80500 69 2082 2158 1170 1140 1438 X3 3582 4705 GR 4719.5 0 4718.1 9 4715.9 29 4714 174 4712 250 OR 4710 316 4708.1 381 4705.9 447 4703.9 537 4702 770 GR 4700.8 974 4700.7 1176 4700.5 1394 4700 1557 4698 1890 GR 4695.8 2032 4696.2 2034 4697.1 2059 4696 2082 4691.9 2101 GR 4691.7 2150 4696.3 2158 4697.6 2344 4698 2495 4698.2 2554 GR 4697.9 2676 4698 2781 4697.9 2855 4698.3 2981 4698 3127 GR 4697.8 3190 4698 3233 4698.6 3510 4700.8 3521 4696.2 3540 GR 4694.9 3574 4698.9 3582 4699.3 3641 4700 3700 4702.1 3777 OR 4705.8 3867 4708 3938 4709.3 3963 4713.9 3987 4724.5 4008 GR 4724.3 4032 4720.4 4064 4716 4158 4721.8 4177 4724.3 4207 GR 4728 4287 4723 4371 4731.4 4420 4734.9 4462 4741 4478 GR 4744.3 4507 4745.7 4525 4748.1 4561 4750.7 4662 4747.4 4800 GR 4748.7 4832 4744.4 4868 4746.4 4897 4744.2 4946 4743.8 4960 OR 4744 4974 4746.1 5043 4751.8 5155 4762 5286 NC 0.050 0.054 0.035 .1 .3 SURVEY SECTION 37 X1 81954 79 1579 1711 1650 1120 1454 X3 3512 4705 GR 4727.1 0 4724.8 25 4724 56 4722 170 4720 355 GR 4720.1 482 4720.5 511 4718.3 563 4716.3 595 4713.7 636 GR 4713 697 4712.1 749 4709.9 785 4708 875 4706 957 GR 4704 1100 4702 1199 4699.9 1318 4693.3 1369 4698.3 1425 GR 4698.4 1482 4698.1 1579 4695.5 1587 4694 1612 4696 1675 GR 4698.1 1711 4698.3 1825 4699.4 2032 4700 2163 4701 2375 GR 4700.7 2490 4700 2625 4699.6 2697 4700 2770 4699.4 2895 GR 4699.9 3008 4700.4 3087 4700 3189 4699.7 3313 4699.8 3420 OR 4702.2 3430 4702.2 3437 4702.2 3446 4695.8 3465 4694.5 3479 GR 4696.1 3499 4698.2 3512 4699.8 3585 4702.1 3617 4704.1 3654 GR 4703.9 3669 4704.9 3675 4706.2 3678 4708.1 3683 4710.1 3708 GR 4720.5 3750 4725.8 3789 4721.9 3835 4717.5 3926 4720.3 3971 GR 4729.9 4022 4730.4 4071 4732.6 4159 4730.3 4266 4736.5 4302 GR 4741.9 4343 4749.5 4378 4751.2 4396 4749.9 4458 4751.6 4554 GR 4753.1 4608 4754 4685 4756 4789 4758 4880 4765.8 5087 GR 4770.1 5258 4772 5373 4773.9 5492 4776.5 5609 SURVEY SECTION 38 MODIFIED BETWEEN 2516 AND 2653 FOR INEFFECTIVE FLOW AREA DUE TO STOCKPILES Run Date: SJAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 8 X1 84599 57 3180 3273 1500 1610 2645 X4 4 4701.9 2541 4710 2541.01 4710 2591 4701.6 2591.01 GR 4722.1 0 4721.3 3 4719.3 101 4718 272 4716 461 GR 4714 657 4712.1 730 4710 798 4708 838 4706.1 874 9 ) ) GR 4704 962 4701.8 1036 4701.9 1158 4700.1 1209 4699.5 1285 GR 4699.9 1338 4701 1475 4700 1803 4700.1 1901 4702 2191 GR 4702 2452 4702 2516 4701.3 2653 4702 2806 4704.2 2910 GR 4708.2 2919 4708.3 2927 4707.9 2941 4702.1 2972 4700.6 3005 GR 4702.1 3040 4703 3139 4701.9 3180 4700.1 3184 4698.6 3233 GR 4699.5 3264 4708 3273 4706.7 3281 4735.3 3300 4733.8 3310 GR 4733.5 3324 4734 3338 4736 3496 4738 3587 4740 3659 GR 4742.1 3824 4750.8 3851 4754.2 3881 4760.1 4049 4764.1 4130 GR 4766 4179 4766.3 4201 4765.8 4224 4763.9 4350 4762 4496 GR 4762.2 4733 4761.6 4778 NC 0.050 0.055 0.035 .3 .5 SURVEY SECTION 39 MODIFIED BETWEEN 1098 AND 1279 FOR INEFFECTIVE FLOW AREA DUE TO STOCKPILES X1 87304 62 3445 3621 1500 1600 2705 X4 4 4702.9 1125 4710 1125.01 4710 1175 4702.8 1175.01 GR 4721.3 0 4719.8 14 4720.4 35 4720 57 4718 267 GR 4716.1 400 4714.1 473 4709.8 537 4706.1 603 4704 678 GR 4702.9 861 4702.9 1098 4702.6 1279 4704 1477 4705.1 1665 GR 4706 1961 4706.4 2036 4706 2105 4705.4 2232 4704 2410 GR 4703.8 2468 4704.1 2519 4704.1 2546 4703.6 2676 4703.6 2848 GR 4703.3 3010 4704 3109 4705.5 3235 4708.6 3254 4705.6 3278 GR 4703.6 3297 4704.1 3309 4704.9 3323 4706.1 3346 4707 3363 GR 4706 3379 4704.2 3406 4703.2 3420 4704.2 3445 4704 3460 GR 4703.6 3511 4701.9 3563 4700.8 3597 4701.1 3618 4706.3 3621 GR 4707.2 3757 4708 3871 4710 3959 4712.1 4003 4714.1 4055 GR 4711.8 4063 4710.7 4068 4712.1 4073 4716.1 4078 4716.7 4085 GR 4716 4089 4716 4104 4717.9 4144 4721.8 4206 4723.9 4237 GR 4730.1 4280 4735.6 4324 SURVEY SECTION 40 X1 89243 64 2274 2456 1340 1330 1939 X3 1472.2 4722 GR 4721.3 0 4720 5 4717.9 11 4717.6 103 4716 205 GR 4714 325 4712 423 4709.9 481 4708.2 695 4708.1 937 GR 4708 1113 4707.8 1238 4706.7 1435 4708.3 1515 4706.2 1552 GR 4704.1 1612 4707 1665 4706.1 1787 4706.6 1887 4706.2 1980 GR 4705.8 2119 4706 2213 4707.8 2251 4710.3 2262 4711.4 2274 GR 4709.9 2287 4703.3 2305 4702.1 2347 4703.2 2421 4708.2 2456 GR 4708.5 2526 4708 2587 4707.9 2696 4707.9 2835 4708.7 2966 GR 4708 3082 4704.6 3133 4706 3163 4706.3 3182 4703.4 3196 GR 4703 3219 4703.9 3233 4705.6 3261 4704 3280 4704.2 3296 GR 4704.1 3329 4708.2 3342 4708.5 3475 4709.1 3762 4710.1 3849 GR 4712.1 4062 4712.8 4338 4713.7 4491 4714 4502 4718.1 4517 GR 4719.8 4525 4717.8 4540 4716.8 4549 4716 4557 4715 4567 GR 4715.8 4576 4720.1 4597 4721.9 4655 4723 4677 Run Date: SJAN.* Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 9 10 ) ) ) WELD COUNTY ROAD 27, DOWNSTREAM GROSS SECTION X1 89383 80 2183 2322 225 225 140 X3 10 0 0 0 0 0 0 4707 4706.6 GR 4720.3 0 4720 5 4717.9 11 4717.652 87 4715.733 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM NET SECTION GROUND POINTS FROM SECTION 40, ROAD PROFILE FROM SECTION 41 X1 89388 80 2183 2322 5 5 5 X3 10 80 0 0 0 0 0 4708.0 4707.6 X4 1 4702.1 2201.1 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 ET 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 ST 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4711.1 BT 2201.1 4714.4 4711.1 2251.6 4714.5 4711.2 2251.7 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 BT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 ST 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 OR 4713.9 329 4712 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 OR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.7 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 11 ) ) ) GR 4708 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 Run Date: 8JAN*• Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 10 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM NET SECTION X1 89424 80 2183 2322 36 36 36 X3 10 0 0 0 0 0 0 4708.0 4707.6 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 BT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4700 BT 2201 4714.4 4711.1 2251.6 4714.5 4711.2 2251.6 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 ST 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.9 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM GROSS SECTION X1 89429 80 2183 2322 5 5 5 X3 10 0 0 0 0 0 0 4708.0 4707.6 12 ) ) GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 Run Date: 8JAN** Run Time: 10:59:21 HNVereion: 6.52 Data File: PHASE_3A.HC2 Page 11 OR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 SURVEY SECTION 42 ET 7.1 7.1 7.1 7.1 9.1 980 1956 1 1956 X1 91035 48 1799 1956 1350 1350 1606 GR 4723.3 0 4721.8 104 4720.1 172 4715.9 272 4713.9 346 GR 4712 471 4711.1 548 4712 621 4712.1 702 4710 716 GR 4709 868 4709.8 966 4710.7 1147 4709.9 1394 4708.5 1603 GR 4710.1 1784 4714.1 1796 4714.5 1799 4714 1804 4713.3 1811 GR 4712 1819 4710.1 1828 4703.9 1858 4703.3 1885 4703.8 1906 GR 4710 1934 4713.9 1956 4715 2157 4714.1 2473 4714 2795 GR 4713.6 3067 4712 3131 4711.5 3408 4712 3637 4712.2 3703 GR 4712 3793 4712.5 3941 4712.1 4238 4712.6 4539 4714 4684 GR 4715.9 4769 4717.9 4779 4717.9 4786 4715.8 4791 4715.9 4793 GR 4718.3 4799 4720.1 4806 4719.3 4835 NC 0.050 0.050 0.035 .1 .3 SURVEY SECTION 43 ET 7.1 7.1 7.1 7.1 7.1 1 1722 X1 91962 54 1515 1687 830 870 927 GR 4714.7 0 4714 20 4712.1 229 4711.5 396 4712 562 GR 4713.7 576 4712 591 4710 606 4708 624 4707.8 703 GR 4707.9 750 4710 761 4710.8 888 4710.2 1068 4711.4 1270 GR 4712.1 1372 4712.3 1467 4712.3 1515 4705.7 1540 4706 1578 GR 4707.1 1619 4708 1662 4716.3 1687 4717.2 1722 4716.1 1758 GR 4712.9 1783 4713.1 2826 4716.9 2948 4718.2 2985 4720.1 3086 GR 4722.4 3159 4723.6 3200 4713.3 3236 4713.6 3280 4714.7 3351 GR 4715 3564 4716 3824 4716 3880 4716 3926 4716 3947 GR 4716.4 4002 4718 4043 4720.1 4114 4721 4293 4722 4397 GR 4722.2 4401 4721.6 4405 4719.8 4411 4717.8 4417 4716.1 4422 13 ) ) ) GR 4718.2 4427 4722.2 4433 4722 4454 4722.1 4465 SURVEY SECTION 44 ET 7.1 7.1 7.1 7.1 7.1 1 3000 X1 93478 63 2507 2594 1320 1260 1516 GR 4729.6 0 4728.1 95 4726 319 4724 425 4721.8 502 GR 4720 548 4717.9 609 4715.2 688 4713.9 897 4712.2 915 GR 4714.3 962 4714.6 1431 4714.7 1790 4715.1 1971 4714 2270 GR 4713 2285 4711.9 2303 4711.3 2384 4710.1 2507 4708 2520 GR 4707.7 2540 4707.5 2556 4714.2 2572 4715.8 2594 4714 2630 GR 4713 2642 4712 2652 4711.4 2671 4712 2689 4713 2695 GR 4714.3 2705 4714.6 2847 4714 2961 4713.1 3073 4714 3206 GR 4714.1 3260 4713.9 3313 4713.6 3462 4712.2 3632 4711.9 3849 GR 4709.8 3908 4711.6 3943 4709.9 3952 4707.8 3959 4708.1 3975 GR 4712.1 3993 4714.1 4002 4716.1 4022 4716.5 4033 4716.3 4043 GR 4719.3 4391 4723.4 4425 4720 4463 4718 4491 4719.9 4575 GR 4720.2 4614 4719.9 4690 4721.2 4845 4719.9 4898 4715.7 4910 Run Date: 8JAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 12 GR 4716 4923 4718.2 4961 4718.4 4980 NC 0.048 0.055 0.035 .3 .5 SURVEY SECTION 45 ET 7.1 7.1 7.1 7.1 7.1 1 2094 X1 94992 52 1939 2094 1220 1440 1514 GR 4739.3 0 4738 283 4736.1 385 4734.1 490 4732.1 581 GR 4728.5 638 4727.9 680 4715.9 774 4715.7 963 4716 1130 GR 4717.4 1135 4718 1140 4717.5 1141 4716.2 1143 4715.1 1266 GR 4715.3 1429 4716 1646 4717.1 1818 4716 1939 4709.5 1951 OR 4709.1 1982 4709.7 2017 4711.8 2026 4714.1 2033 4716.4 2078 GR 4717.7 2094 4716.1 2158 4716.2 2390 4722.1 2405 4722.2 2500 GR 4716.3 2526 4716.5 4400 4725.3 4481 4723.7 4508 4720.8 4529 GR 4722.1 4567 4724.1 4641 4724.4 4693 4724 4760 4724.2 4809 GR 4725.1 4965 4725.8 5079 4728 5398 4730 5672 4732 5974 GR 4734 6273 4736 6390 4738 6396 4740.4 6402 4738.9 6406 OR 4737.3 6411 4739.2 6421 SURVEY SECTION 46 ET 7.1 7.1 7.1 7.1 7.1 1 3634 X1 97113 74 3440 3589 950 660 2121 GR 4740.2 0 4740.1 247 4738 330 4734 414 4728 489 GR 4722 611 4720.2 722 4718.9 894 4718 904 4716 926 GR 4716 1009 4716.9 1114 4717.9 1199 4718.2 1227 4717.4 1354 GR 4718 1523 4718.5 1629 4717.8 1754 4718.7 2035 4717.8 2301 GR 4716.2 2310 4715.4 2327 4717.4 2409 4714.6 2499 4717.2 2556 GR 4715.7 2606 4717.3 2713 4718 2901 4718.7 2959 4718 3005 14 ) ) GR 4712.9 3037 4716.3 3105 4718 3137 4719 3200 4717.9 3274 GR 4717.9 3370 4716 3440 4713.9 3456 4714.2 3467 4711.9 3479 GR 4711.6 3523 4712 3542 4713.9 3567 4716 3577 4718.1 3589 GR 4726.6 3619 4726.7 3634 4723.9 3674 4722.1 3765 4722.2 3905 GR 4722.1 4076 4721.9 4117 4723.5 4244 4723.4 4499 4724 4632 GR 4724.6 4844 4724.9 5073 4723.9 5145 4723.6 5154 4724.1 5168 GR 4725.4 5247 4726 5414 4727 5597 4727.9 5795 4730 6021 GR 4732 6197 4734.1 6248 4734 6270 4738 6281 4740.1 6310 GR 4747.9 6455 4747.7 6484 4750.9 6502 4752.1 6519 SECTION MODIFIED FROM SURVEY SECTION 46 NORMAL BRIDGE DOWNSTREAM GROSS SECTION X1 97247 86 3473 3574 134 134 134 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 Run Date: 8JAN•" Run Time: 10:59:21 HMVereion: 6.52 Data File: PHASE_3A.HC2 Page 13 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 WELD COUNTY ROAD 25 GROUND POINTS MODIFIED FROM SECTION 46, ROAD PROFILE FROM SURVEY SECTION 47 NORMAL BRIDGE DOWNSTREAM NET SECTION X1 97252 86 3473 3574 5 5 5 HT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 HT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 BT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 15 ) ) ) ST 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GE 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GE 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GE 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GE 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GE 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GE 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GE 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GE 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM NET SECTION X1 97284 86 3473 3574 32 32 32 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 ST 364 4733.9 4700 415 4732 4700 485 4728.1 4700 ST 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 BT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 ST 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 Run Date: BJAN** Run Time: 10:59:21 HMVereion: 6.52 Data File: PHASE_3A.HC2 Page 14 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 BT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 ST 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GE 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GE 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GE 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 16 OR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 OR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 OR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 OR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 OR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM GROSS SECTION X1 97289 86 3473 3574 5 5 5 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 OR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 OR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 OR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 OR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 OR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 OR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 OR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 OR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 SURVEY SECTION 48 Run Date: 8SAN** Run Time: 10:59:21 HMVeraion: 6.52 Data File: PHASE_3A.HC2 Page 15 X1 97916 62 3417 3562 650 650 627 GE 4741.5 0 4740 163 4738 345 4735.9 456 4733.9 549 GR 4732.4 613 4729.9 624 4728 652 4726 687 4724 718 OR 4720.7 726 4718.8 750 4718 762 4718.4 862 4718.5 1034 GR 4719.5 1190 4717.8 1362 4715.6 1394 4718 1451 4719.4 1643 GR 4719.6 1843 4719.7 2145 4719.2 2395 4718.1 2656 4719.2 2881 GR 4718 3000 4718.1 3069 4718 3152 4718.9 3280 4717.8 3373 OR 4716.2 3397 4718 3404 4719.4 3417 4718.1 3430 4716 3438 OR 4714.4 3462 4714 3482 4712.4 3515 4713.7 3544 4720.4 3562 GR 4721 3723 4721.3 3913 4720 4032 4719 4036 4720 4040 17 ) ) GR 4722.1 4048 4722.9 4250 4723 4448 4723.1 4744 4722.8 4945 GR 4724 5213 4725 5314 4726 5400 4727.1 5524 4728 5591 GR 4730 5687 4732.1 5779 4736.4 5858 4738.2 5916 4739.9 5950 GR 4744.8 5964 4748.1 6013 NC 0.058 ' 0.058 0.035 .1 .3 SURVEY SECTION 49 ET 7.1 7.1 . 7.1 7.1 7.1 1 4250 X1 100055 61 2539 2751 1470 2070 2139 GR 4737.9 0 4736 143 4734.6 210 4731.6 228 4729.8 250 GR 4728.2 268 4725.8 290 4724.1 310 4723.5 377 4724 453 GR 4724.3 543 4724 615 4721.9 732 4720.5 880 4721.7 1140 GR 4721.1 1382 4721.1 1698 4720.5 2012 4719.4 2145 4719.9 2268 GR 4721.3 2432 4719.9 2539 4717.9 2553 4718.3 2570 4715.4 2578 GE 4715.5 2648 4715.9 2685 4717.9 2720 4719.6 2727 4720.6 2751 GR 4720.6 2796 4720.2 2824 4717.8 2840 4720.1 2865 4720.4 2892 GR 4720 2908 4719 2999 4718.4 3242 4717.5 3303 4720.2 3330 GR 4721.5 3377 4719.2 3477 4719.1 3502 4720.2 3536 4722 3578 GR 4722 3654 4721.5 3754 4722.3 3904 4721.6 4049 4721.7 4235 GR 4722.1 4250 4721 4282 4721.2 4547 4721.2 4864 4719.7 4960 GE 4722.1 5031 4722.7 5188 4724.1 5239 4726.1 5281 4728.1 5311 GR 4728.5 5320 ADJUSTING "n" VALUES TO THOSE OF WELD COUNTY FIS NEAR WINDSOR NC 0.060 0.073 0.035 SURVEY SECTION 50 X1 101911 39 3395 3500 1150 1150 1856 GR 4732.5 0 4732.1 64 4728 345 4726 570 4724 905 GR 4723.7 1131 4722.7 1362 4722 1579 4721.3 1875 4722 2017 GR 4722.6 2258 4724 2672 4724.9 2733 4724.5 2793 4722.3 2812 GR 4721.3 2875 4722 2946 4722.8 3030 4722.8 3126 4718.1 3146 GR 4722.8 3179 4723.4 3231 4722 3305 4721.6 3340 4722 3371 GR 4722.5 3395 4717.6 3408 4717.2 3454 4718.2 - 3482 4724 3500 GR 4724.4 3583 4724 3665 4722.4 3686 4724.2 3715 4726 3997 GR 4726.9 4125 4728 4243 4729.9 4281 4730.5 4306 REMAINDER OF FILE IS BY SIMONS, LI INC. FROM WELD COUNTY, COLORADO FIS Run Date: 8JAN•• Run Time: 10:59:21 HMVeraion: 6.52 Data File: PHASE_3A.HC2 Page 16 NC 0.063 0.093 0.035 0.1 0.3 QT 5 12909 12909 4518 9550 26014 CROSS SECTION "A" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103250 33 3584. 3701. 1300 900 1339 18 ) ) - GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.7 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4716.7 3604.0 GR 4715.9 3615.0 4717.3 3631.0 4716.6 3646.0 4717.7 3655.0 4716.6 3674.0 GR 4724.3 3701.0 4723.3 3733.0 4723.8 3809.0 4725.6 3963.0 4724.2 3993.0 GR 4726.8 4044.0 4730.1 4154.0 4737.9 4252.0 CROSS SECTION "B" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103670 38 3590. 3817. 450. 350. 420. GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1309.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.4 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4726.3 3590.0 GR 4718.3 3604.0 4715.5 3622.0 4717.5 3639.0 4718.0 3656.0 4724.1 3665.0 GR 4724.4 3600.0 4723.0 3702.0 4718.5 3721.0 4722.3 3741.0 4721.1 3762.0 GR 4725.4 3762.1 4725.7 3763.0 4726.8 3817.0 4724.9 3876.0 4727.8 3921.0 GR 4730.0 4011.0 4732.9 4046.0 4738.0 4080.0 CROSS SECTION "C" FROM CACHE LA POUDRE NEAR WINDSOR PIS QT 5 12971 12971 4551 9605 26106 X1 105810 34 2786. 2874. 1300. 1680. 2140. GR 4740.0 .0 4738.8 169.0 4738.1 459.0 4737.1 605.0 4736.3 751.0 GR 4734.6 914.0 4733.2 1045.0 4730.8 1331.0 4731.4 1531.0 4730.4 1621.0 GR 4727.8 1913.0 4728.4 2196.0 4728.3 2458.0 4728.7 2493.0 4726.4 2650.0 GR 4727.4 2785.0 4727.1 2786.0 4721.1 2795.0 4719.0 2806.0 4718.5 2812.0 GR 4719.3 2824.0 4719.7 2840.0 4720.7 2867.0 4726.3 2874.0 4726.4 2874.0 GR 4727.7 3025.0 4727.2 3070.0 4727.4 3155.0 4726.3 3260.0 4726.7 3364.0 GR 4727.0 3504.0 4727.4 3634.0 4728.4 3743.0 4732.1 3943.0 Run Date: 8JAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 17 IHLEQ = 3. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF THE GEOMETRIC MEAN FRICTION SLOPE. THAT IS HL = WLEN*(S*SLOPE)**.5 WHERE WLEN - DISCHARGE-WEIGHTED REACH LENGTH, S = FRICTION SLOPE AT CURRENT CROSS SECTION, SLOPE = FRICTION SLOPE AT PRECEDING CROSS SECTION. Run Date: BJAN** Run Time: 10:59:21 HMVereion: 6.52 Data File: PHASE_3A.HC2 Page 18 19 ) ) THIS RUN EXECUTED BJAN** 10:59:22 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PHASE 3 100-YEAR SUMMARY PRINTOUT SECNO Q CWSEL VLOH VROB VCH AREA K*CHSL 10*KS DIFWSX 64420.000 12000.00 4686.70 1.69 2.00 6.02 4539.43 0.00 19.58 0.00 69083.000 12000.00 4689.98 1.75 0.89 4.63 6213.57 0.73 11.21 3.28 72127.000 12000.00 4693.17 1.82 0.61 6.68 1823.54 0.39 21.74 3.19 72247.000 12000.00 4693.48 0.00 0.00 6.37 1884.15 -0.83 18.59 0.32 72301.000 12000.00 4693.56 0.00 0.00 6.30 1904.11 1.85 17.97 0.08 * 73245.000 12000.00 4695.00 1.50 1.51 3.20 7136.05 2.97 4.48 1.44 76033.000 12000.00 4695.56 0.81 1.15 2.69 10272.04 0.29 3.23 0.55 * 77090.000 12000.00 4696.21 0.24 1.96 4.93 5059.72 1.99 15.57 0.66 78817.000 12000.00 4697.94 1.71 1.76 4.39 5694.85 1.04 11.12 1.73 * 78928.000 12000.00 4697.97 0.00 0.88 3.78 4904.52 -84.68 2.79 0.03 78962.000 12000.00 4697.98 0.00 0.88 3.77 4922.56 2.94 2.77 0.02 * 79062.000 12000.00 4698.15 1.53 1.66 4.02 6258.23 93.00 8.89 0.16 * 80500.000 12450.00 4699.85 2.31 2.17 7.82 4235.95 0.14 24.77 1.70 * 81954.000 12450.00 4702.01 2.22 1.46 4.09 6305.94 1.10 7.88 2.16 84599.000 12450.00 4703.79 2.09 0.00 4.00 5596.32 2.00 12.83 1.78 87304.000 12450.00 4706.09 2.01 0.00 3.62 5718.13 0.81 14.57 2.30 89243.000 12450.00 4708.63 2.49 2.46 5.66 3956.96 0.67 20.80 2.54 20 ) ) Run Date: 8JAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 19 SECNO Q CNSEL VLOB VROB VCH AREA K*CHSL 10*ES DIFWSX 89383.000 12450.00 4709.10 1.80 1.77 4.87 5809.83 0.00 12.20 0.46 • 89388.000 12450.00 4709.70 2.21 2.57 8.66 3330.38 0.00 45.84 0.61 * 89424.000 12450.00 4710.28 1.93 2.07 6.40 4705.84 0.00 22.11 0.58 * 89429.000 12450.00 4710.59 1.10 0.96 2.49 10794.71 0.00 2.54 0.31 • 91035.000 12450.00 4711.83 3.55 0.00 9.51 2339.11 0.75 51.59 1.24 * 91962.000 12450.00 4714.25 1.79 0.00 3.89 5641.80 2.59 6.73 2.42 * 93478.000 12450.00 4715.85 2.45 2.32 6.12 4405.22 1.19 21.87 1.60 94992.000 12450.00 4718.40 2.40 0.00 5.74 3886.63 1.06 17.06 2.54 • 97113.000 12450.00 4719.95 1.40 0.57 3.46 7430.67 1.18 5.25 1.55 97247.000 12450.00 4720.03 1.47 0.00 3.59 7487.28 -5.23 5.54 0.08 * 97252.000 12450.00 4719.97 2.31 0.00 5.58 4469.31 0.00 20.11 -0.06 97284.000 12450.00 4720.06 2.22 0.00 5.30 4700.48 0.00 17.96 0.09 * 97289.000 12450.00 4720.22 1.38 0.00 3.30 8023.10 0.00 4.57 0.16 • 97916.000 12450.00 4720.64 1.69 0.52 4.60 5928.58 2.39 11.42 0.43 100055.000 12450.00 4722.48 1.11 1.50 3.98 7102.86 1.40 8.82 1.84 • 101911.000 12450.00 4724.37 1.94 0.78 6.57 4989.13 0.97 22.88 1.89 103250.000 12909.00 4727.00 1.86 1.44 8.22 3711.81 -0.97 22.21 2.63 103670.000 12909.00 4728.21 1.71 0.92 4.90 4990.35 -0.95 12.09 1.21 105810.000 12971.00 4730.32 1.46 1.22 6.73 6222.09 1.40 12.59 2.11 Run Date: 8JAN** Run Time: 10:59:21 HMVersion: 6.52 Data File: PHASE_3A.HC2 Page 20 SUMMARY OF ERRORS AND SPECIAL NOTES 21 WARNING SECNO= 73245.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 78928.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 79062.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 80500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 81954.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 89388.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 89388.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 89388.000 PROFILE= 1 20 TRIALS AlicaPTk0 TO BALANCE NSEL CAUTION SECNO= 89388.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 89424.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 89424.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89429.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91035.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91962.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93478.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97252.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97289.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97916.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 101911.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 22 ) -) ) HEC2 S/N: 1366000138 HMVersion: 6.52 Data File: RECLMD_A.HC2 * HEC-2 WATER SURFACE PROFILES * • U.S. ARMY CORPS OF ENGINEERS * * * • HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE STAN** TIME 10:57:03 * * (916) 756-1104 • X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXxxxac . . . FULL MICRO-COMPUTER IMPLEMENTATION . . . HAESTAD S T A D METHODS 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 1 ) ) ) Run Date: BJAN" Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 1 THIS RUN EXECUTED 8JAN*. 10:57:03 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 RIVERVIEW FLOOD HAZARD DEVELOPMENT PERMIT, TUTTLE APPLEGATE PROJECT NO. T2 99-182, DECEMBER 1999, DSM, CACHE LA POUDRE RIVER, WELD COUNTY, COLORADO T3 RECLAIMED 100-YEAR T4 ORIGINAL MODEL IS POUDR99.DAT FROM CORPS OF ENGINEERS, OMAHA DIST. T5 ENCROACHMENTS ADDED TO SECTIONS 36 & 37 FOR NEW DEVELOPMENT TO SOUTH T6 ORIGINAL MODEL WENT FROM SOUTH PLATTE TO GREELEY; HAS BEEN SHORTENED TB WATER SURFACE FROM ORIGINAL MODEL USED AS D/S BOUNDARY CONDITION T9 NEW FILENAME: RECLMD_A.HC2 83RD AVENUE BRIDGE HAS BEEN MODIFIED TO CORRECT CODING ERROR; TWO DUPLICATE STATIONS REMAIN IN BT RECORDS (418 AND 2303.9), BUT OKAY J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 0 4686.7 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 55 56 26 25 33 5 51 J5 LPRNT NUMSEC REQUESTED SECTION NUMBERS -10 -10 J6 IHLEQ ICOPY SUBDIV STRTDS RMILE 3 NC 0.055 0.052 0.035 .1 .3 QT 5 12000 12000 4030 8740 24650 SURVEY SECTION 27 ET 7.1 7.1 7.1 7.1 7.1 1 3895 2 X1 64420 55 1324 1451 1250 840 2602 GR 4703.7 0 4702 53 4700 207 4698 361 4696 491 GR 4694 605 4692 796 4690 1067 4688 1214 4685.9 1266 GR 4683.9 1324 4680.2 1343 4679.4 1384 4679.9 1400 4682.1 1420 GR 4681.4 1430 4682 1436 4684 1451 4684.5 1675 4684.1 1892 GR 4683.8 2109 4683.9 2124 4684.1 2155 4684.7 2387 4684.7 2596 GR 4686 2916 4686.1 3105 4686.2 3282 4686 3475 4686 3567 GR 4686.1 3724 4688 3881 4689.7 3895 4687.9 3902 4684.1 3916 GR 4685.9 3930 4686 3954 4686 3985 4686.9 4116 4688 4257 GR 4690 4470 4691.9 4536 4689.8 4547 4692 4559 4694.1 4571 Run Date: 8JAN•` Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLED_A.HC2 Page 2 GR 4694.7 4627 4695.9 4680 4696.3 4711 4691.8 4717 4691.1 4733 GR 4692 4749 4696.3 4757 4698 4773 4700.2 4823 4701.3 4850 NC 0.050 0.050 0.035 .3 .5 SURVEY SECTION 28 X1 69083 74 4447 4517 1230 1020 4663 GR 4701.8 0 4701.9 4 4700.8 89 4700 349 4698 569 GR 4696.1 739 4693.9 894 4691.9 904 4692 1150 4692 1229 GR 4692 1312 4691.9 1339 4692 1376 4692 1385 4691.6 1458 GR 4690.5 1564 4690 1670 4689.9 1739 4689.4 1884 4687.8 2153 GR 4688.1 2188 4687.8 2222 4688.3 2258 4687.7 2321 4688 2368 GR 4688.4 2439 4688.6 2512 4688 2623 4688 2696 4688.2 2773 GR 4688 2868 4687.8 2898 4688.2 2972 4688 2997 4687.9 3071 GR 4685.7 3270 4686 3305 4687.2 3437 4687.1 3677 4687.5 3878 GR 4687.9 4006 4687.9 4070 4688 4138 4688.8 4264 4688 4420 GR 4687.9 4447 4683.4 4451 4682.8 4473 4684 4506 4688.3 4517 GR 4690 4646 4692.2 4657 4693.6 4667 4691.2 4677 4692.2 4706 GR 4694.3 4716 4696 4782 4698.2 4794 4702.1 4802 4704.1 4841 GR 4705.9 4844 4708 4866 4708.1 4949 4710 5030 4712.1 5076 GR 4712.8 5156 4712 5255 4712.1 5360 4713.7 5374 4720.1 5390 GR 4729.8 5411 4736.1 5427 4738 5445 4739.5 5465 SURVEY SECTION 29 ET 7.1 7.1 7.1 7.1 9.1 2050 2500 1050 3500 X1 72127 90 2072 2370 1100 2000 3044 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 3 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 59TH AVENUE DOWNSTREAM SECTION DUPLICATE OF SURVEY SECTION 29 Run Date: 8JAN** Run Time: 10:57:03 HMVereion: 6.52 Data File: RECLMD_A.HC2 Page 3 ET 9.1 1050 3500 X1 72247 90 2072 2370 120 120 120 X3 10 0 0 0 0 0 0 4693.5 4693.5 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4683.9 2138 4683.9 2144 OR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 ROAD PROFILE FROM SECTION 30 AND NEW BRIDGE PLANS ADDED TO GROUND POINTS FROM SURVEY SECTION 29, DOWNSTREAM NET SECTION UPSTREAM BRIDGE SECTION ET 1800 2850 SB 1.05 1.56 3.0 0 160 11.2 3520 4.8 4684.0 4683.9 X1 72301 90 2072 2370 54 54 54 X2 1 4699.1 4696.1 X3 10 4696.1 4696.7 HT -44 0 4707.5 4682 229 4704.1 4682 339 4702 4682 BT 478 4700 4682 603 4699.1 4682 826 4698 4682 BT 1056 4697.3 4682 1338 4696.8 4682 1629 4696.2 4682 BT 1696 4696 4682 1696 4696 4682 1859 4698.2 4682 4 I ) ) BT 2066.8 4701.2 4682 2067 4701.2 4698.7 2122.2 4701.4 4698.9 BT 2122.2 4701.4 4685.9 2125 4701.4 4685.9 2125 4701.4 4698.9 BT 2186.5 4701.6 4699.0 2186.5 4701.6 4685.0 2189.3 4701.6 4685.1 BT 2189.3 4701.6 4699.0 2250.8 4701.6 4699.1 2250.8 4701.6 4686.8 HT 2253.6 4701.6 4687.0 2253.6 4701.6 4699.1 2254.9 4701.6 4699.1 ST 2315 4701.5 4699.0 2315 4701.5 4688.9 2317.8 4701.5 4688.9 HT 2317.8 4701.5 4699.0 2372.9 4701.3 4698.8 2373 4701.3 4682 HT 2446 4700.4 4682 3187 4696.7 4682 3543 4697.7 4682 BT 3661 4698.7 4682 3917 4698.7 4682 4092 4699.9 4682 HT 4186 4700.1 4682 4472 4700.6 4682 4587 4701.8 4682 BT 5081 4706.8 4682 5281 4710 4682 GR 4701.2 0 4699.9 17 4698.5 229 4698 312 4697.7 339 GR 4696 469 4695.9 478 4694 597 4694 603 4694.1 628 GR 4695.9 637 4697.7 645 4695.9 653 4691.8 670 4692.1 801 GR 4692.1 826 4691.9 952 4692 1041 4691.9 1056 4691.4 1210 GR 4691.9 1338 4692 1361 4692 1413 4690.1 1453 4688.8 1519 GR 4690.6 1575 4690.4 1629 4690.3 1669 4690.2 1696 4690 1735 GR 4689.4 1785 4690 1859 4690.2 1884 4689.4 1967 4690 2018 Run Date: 8JAN•" Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 4 GR 4691.6 2066.8 4696.2 2067 4696.2 2072 4685.7 2093 4685.9 2122.2 GR 4685.9 2125 4686 2134 4685.1 2135 4684 2138 4684 2144 GR 4685.0 2186.5 4685.0 2189.3 4686 2235 4686.8 2250.7 4686.8 2250.8 GR 4687.0 2253.6 4687.1 2254.9 4688 2272 4688.8 2285 4688.9 2315 GR 4688.9 2317.8 4689.1 2355 4696.2 2370 4696.2 2372.9 4696.2 2373 GR 4694.3 2373.1 4694.1 2446 4694.1 2466 4692.6 2499 4690 2618 GR 4688 2777 4687.7 2817 4690 3115 4690.3 3187 4690.8 3334 GR 4691.9 3543 4692 3559 4692.5 3661 4693.8 3917 4693.9 3945 GR 4693.8 3966 4692.1 3990 4694.2 4032 4694.4 4092 4694.7 4186 GR 4695.6 4472 4696 4587 4696 4597 4698.1 4915 4700.1 5019 GR 4701.4 5081 4702 5110 4704 5191 4705.9 5248 4707.7 5281 SURVEY SECTION 31 ENCROACHMENT FOR EFFECTIVE AREA INTO BRIDGE ET 7.1 7.1 7.1 7.1 1500 3400 X1 73245 50 2586 2696 480 720 944 GR 4710.7 0 4710 54 4708.1 145 4705.9 245 4704 334 GR 4702.1 426 4699.9 530 4697.8 565 4696.2 589 4694.1 609 GR 4692.6 918 4692 1165 4691.6 1260 4692 1341 4692.9 1505 GR 4691.7 1697 4692.5 1747 4691.9 1780 4692.4 1839 4691.9 1922 GR 4692.1 1976 4690.4 2020 4692.3 2079 4690.8 2157 4689.7 2208 GR 4691.6 2398 4689.8 2586 4686.8 2674 4688.4 2690 4690.2 2696 GR 4689.6 2762 4691.1 2862 4691.7 3116 4692.5 3375 4692.5 3658 OR 4694 3812 4696 4013 4696 4042 4693.6 4045 4692.7 4066 GR 4694 4114 4696 4124 4697.1 4285 4697.3 4532 4698 4772 GR 4700 4943 4702 5106 4703.3 5256 4704.1 5376 4705.7 5417 NC 0.056 0.050 0.035 .1 .3 5 ) ) ) SURVEY SECTION 32 X1 76033 62 1822 1894 1300 1000 2788 GR 4708.7 0 4707.4 88 4708.5 216 4708 333 4706.1 499 GR 4704.1 584 4702 654 4700 745 4698 822 4696 933 GR 4696 1014 4698.5 1025 4693.8 1037 4692 1072 4691.9 1088 GR 4692 1106 4694 1116 4694 1331 4693 1552 4692.8 1695 GR 4694 1791 4693.9 1822 4687.6 1834 4687.7 1886 4694.6 1894 GR 4694 1937 4693.1 2041 4692.3 2130 4690.8 2150 4692.2 2178 GR 4693.3 2344 4691.9 2518 4691.9 2550 4692 2579 4692.5 2662 GR 4691.8 2909 4692.3 3037 4692 3104 4691.9 3338 4692 3445 GR 4692.4 3520 4692 3591 4692 3644 4692 3764 4693.2 3846 GR 4692 3941 4691.8 4000 4692 4059 4692.7 4147 4693.3 4304 GR 4694 4408 4696.5 4421 4696.1 4434 4694.1 4443 4694 4496 GR 4695.8 4684 4710.1 4734 4718 4767 4719.3 4817 4717.9 4931 GR 4717.1 5095 4718.1 5249 NC 0.055 0.056 0.035 .3 .5 SURVEY SECTION 33 X1 77090 76 1718 1856 1000 1000 1057 GR 4712 0 4710.6 66 4710.1 143 4709.3 308 4708 391 GR 4706 487 4704 579 4702.1 643 4699.9 709 4699.2 806 GR 4698 940 4697.3 1055 4696.7 1192 4698 1292 4698.4 1325 GR 4698 1350 4696.6 1423 4696.6 1581 4696 1718 4689.7 1733 Run Date: BJAN** Run Time: 10:57:03 FRlVersion: 6.52 Data File: RECIAD_A.HC2 Page 5 OR 4689.9 1807 4691.8 1813 4693 1848 4697 1856 4695.5 1867 GR 4694 1957 4693.7 2064 4693.8 2206 4694 2252 4694.9 2353 GR 4695.2 2505 4695.3 2654 4696 2839 4695.2 2918 4692 2931 GR 4690.9 3022 4692 3068 4693.7 3174 4693.7 3296 4694.2 3357 GR 4693.8 3382 4694.2 3420 4699.9 3444 4700.8 3448 4700.1 3452 GR 4696 3472 4694 3501 4693.7 3681 4693.1 3850 4693.9 3929 GR 4696 3939 4696.3 3942 4694 3952 4694.3 3979 4702 3992 GR 4703.8 4010 4709.9 4021 4730.6 4060 4734.5 4068 4735.2 4073 GR 4733.8 4079 4720.2 4151 4709.4 4197 4722.9 4253 4733.9 4308 GR 4746.2 4383 4746.5 4450 4747.7 4528 4746 4567 4737.7 4752 GR 4737.3 4812 4736.6 4926 4732 5076 4731.5 5136 4736.1 5283 GR 4737.9 5317 SURVEY SECTION 34 X1 78817 71 2830 2979 1100 1100 1727 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 6 ) ) - GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 OR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 WELD COUNTY ROAD 29 SURVEY SECTION 35 ROAD PROFILE IS SURVEY SECTION 35, GROUND POINTS FROM SECTION 34 X1 78928 91 2830 3028 111 111 111 X3 10 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.1 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 Run Date: SJAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 6 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 SB 0.95 1.56 2.6 0 60 2 1516 8.7 4682.2 4682.1 X1 78962 91 2830 3028 34 34 34 X2 1 4692.6 4695.8 X3 10 ST -34 0 4718.9 4685 223 4712.1 4685 494 4701.9 4685 BT 553 4700.4 4685 630 4700 4685 824 4699.1 4685 BT 1126 4698.6 4685 1265 4698 4685 1313 4697.8 4685 BT 1352 4698 4685 1488 4698 4685 1541 4697.8 4685 ST 1950 4696.9 4685 2210 4695.8 4685 2286 4696.1 4685 ST 2286 4696.1 4685 2322 4696.1 4685 2407 4697.1 4685 ST 2606 4698 4685 2830 4698.1 4685 2830 4698.1 4692.6 7 BT 2928 4697.9 4692.4 2928 4697.9 4683.4 2930 4697.9 4683.5 BT 2930 4697.9 4692.4 3028 4697.7 4692.2 3028 4697.7 4685 BT 3172 4697.6 4685 3411 4695.8 4685 3595 4695.7 4685 BT 3807 4698.3 4685 3868 4698.3 4685 3901 4698.9 4685 BT 4022 4698 4685 GR 4718.8 0 4718.2 24 4718 30 4716.7 87 4716 118 GR 4715.3 155 4714.1 223 4714.1 226 4710.1 310 4708.1 355 GR 4707.9 359 4706.9 413 4706.5 436 4706 456 4704.2 486 GR 4702.2 494 4701.7 496 4700.4 553 4700.4 556 4700.2 630 GR 4700.1 675 4698.9 824 4698.2 913 4697.7 1126 4697.7 1265 GR 4697.7 1313 4697.7 1352 4698.1 1488 4697.9 1541 4697.1 1740 GR 4696.9 1926 4697 1950 4697.6 2112 4696 2199 4695.9 2210 GR 4695.2 2286 4695.1 2294 4695.03 2322 4694.8 2407 4694.6 2493 GR 4694.4 2606 4694.2 2707 4693.9 2790 4698.02 2801 4698.1 2830 GR 4690.1 2830 4683.1 2846 4682.4 2853 4683.2 2877 4682.2 2902 GR 4683.4 2928 4683.5 2930 4685.6 2977 4686.7 3002 4687.1 3014 GR 4690 3027 4697.7 3028 4694.8 3086 4696 3172 4696.3 3197 GR 4696.5 3315 4696 3411 4695.9 3422 4694.7 3557 4694.5 3595 GR 4694 3684 4693.5 3745 4694 3778 4696 3805 4696.2 3807 GR 4697.1 3818 4696 3831 4694 3847 4694.2 3857 4695.5 3868 GR 4696.3 3875 4697 3901 4697.9 3936 4698 4022 4702.1 4043 GR 4705.9 4065 4711.6 4116 4715.9 4145 4724.3 4331 4728.2 4361 GR 4738 4571 4741.9 4744 4748.4 4864 4754 4989 4760 5068 GR 4767.7 5315 . DUPLICATE OF SECTION 34 X1 79062 71 2830 2979 100 100 100 X3 3875 4705 GR 4718.8 0 4718 30 4716 118 4714.1 226 4710.1 310 GR 4707.9 359 4706.5 436 4706 456 4704.2 486 4701.7 496 GR 4700.4 556 4700.1 675 4698.2 913 4698 1011 4697.7 1146 GR 4697.7 1340 4698.1 1492 4697.1 1740 4696.9 1926 4697.6 2112 GR 4696 2199 4695.1 2294 4694.6 2493 4694.2 2707 4693.9 2790 GR 4698.4 2801 4700.1 2809 4700 2830 4691.5 2847 4691.5 2948 GR 4695.9 2971 4696.8 2979 4695.8 2986 4694.8 3086 4696.3 3197 GR 4696.5 3315 4695.9 3422 4694.7 3557 4694 3684 4693.5 3745 GR 4694 3778 4696 3805 4697.1 3818 4696 3831 4694 3847 GR 4694.2 3857 4696.3 3875 4697.9 3936 4698 4022 4702.1 4043 Run Date: 8JAN** Run Time: 10:57:03 HMVerSion: 6.52 Data File: RECLMD_A.HC2 Page 7 GR 4705.9 4065 4711.6 4116 4715.9 4145 4718.1 4205 4720 4251 GR 4721.9 4294 4724.3 4331 4728.2 4361 4730 4398 4734 4493 GR 4738 4571 4740 4646 4741.9 4744 4743.9 4795 4748.4 4864 GR 4754 4989 4757.9 5038 4760 5068 4762 5132 4765.9 5211 GR 4767.7 5315 QT 5 12450 12450 4230 9090 25250 8 ) ) -) SURVEY SECTION 36 MODIFIED TO SHOW ONE RECLAIMED LAKE ON NORTH SIDE OF RIVER X1 80500 69 2062 2158 - 1170 1140 1438 X4 2 4679 1766 4698.4 1824 X3 1954 4694 3582 4705 GR 4719.5 0 4718.1 9 4715.9 29 4714 174 4712 250 GR 4710 316 4708.1 381 4705.9 447 4703.9 537 4702 770 GR 4700.8 974 4700.7 1176 4700.6 1314 4679 1379 4698 1890 GR 4695.8 2032 4696.2 2034 4697.1 2059 4696 2082 4691.9 2101 GR 4691.7 2150 4696.3 2158 4697.6 2344 4698 2495 4698.2 2554 GR 4697.9 2676 4698 2781 4697.9 2855 4698.3 2981 4698 3127 GR 4697.8 3190 4698 3233 4698.6 3510 4700.8 3521 4696.2 3540 GR 4694.9 3574 4698.9 3582 4699.3 3641 4700 3700 4702.1 3777 GR 4705.8 3867 4708 3938 4709.3 3963 4713.9 3987 4724.5 4008 GR 4724.3 4032 4720.4 4064 4716 4158 4721.8 4177 4724.3 4207 GR 4728 4287 4723 4371 4731.4 4420 4734.9 4462 4741 4478 GR 4744.3 4507 4745.7 4525 4748.1 4561 4750.7 4662 4747.4 4800 GR 4748.7 4832 4744.4 4868 4746.4 4897 4744.2 4946 4743.8 4960 GR 4744 4974 4746.1 5043 4751.8 5155 4762 5286 NC 0.050 0.054 0.035 .1 .3 SURVEY SECTION 37 X1 81954 79 1579 1711 1650 1120 1454 X3 3512 4705 GR 4727.1 0 4724.8 25 4724 56 4722 170 4720 355 GR 4720.1 482 4720.5 511 4718.3 563 4716.3 595 4713.7 636 GR 4713 697 4712.1 749 4709.9 785 4708 875 4706 957 GR 4704 1100 4702 1199 4699.9 1318 4693.3 1369 4698.3 1425 GR 4698.4 1482 4698.1 1579 4695.5 1587 4694 1612 4696 1675 GR 4698.1 1711 4698.3 1825 4699.4 2032 4700 2163 4701 2375 GR 4700.7 2490 4700 2625 4699.6 2697 4700 2770 4699.4 2895 GR 4699.9 3008 4700.4 3087 4700 3189 4699.7 3313 4699.8 3420 GR 4702.2 3430 4702.2 3437 4702.2 3446 4695.8 3465 4694.5 3479 GR 4696.1 3499 4698.2 3512 4699.8 3585 4702.1 3617 4704.1 3654 GR 4703.9 3669 4704.9 3675 4706.2 3678 4708.1 3683 4710.1 3708 GR 4720.5 3750 4725.8 3789 4721.9 3835 4717.5 3926 4720.3 3971 GR 4729.9 4022 4730.4 4071 4732.6 4159 4730.3 4266 4736.5 4302 GR 4741.9 4343 4749.5 4378 4751.2 4396 4749.9 4458 4751.6 4554 GR 4753.1 4608 4754 4685 4756 4789 4758 4880 4765.8 5087 GR 4770.1 5258 4772 5373 4773.9 5492 4776.5 5609 SURVEY SECTION 38 MODIFIED TO SHOW TWO RECLAIMED LAKES, FAR NORTH, AND FAR SOUTH Run Date: MAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 8 X1 84599 57 3180 3273 1500 1610 2645 X3 3051 4698 9 ) OR 4722.1 0 4721.3 3 4720.5 41 4708 79 4708 708 OR 4712.3 721 4712.1 730 4710 798 4708 838 4706.1 874 OR 4704 962 4701.8 1036 4701.9 1158 4700.1 1209 4699.5 1285 GR 4699.9 1338 4701 1475 4700 1803 4700.1 1901 4700.5 1961 GR 4683 2014 4683 2015 4683 2016 4683 2017 4683 2018 OR 4683 2019 4683 2020 4683 2021 4683 2022 4683 2993 GR 4702.3 3051 4703 3139 4701.9 3180 4700.1 3184 4698.6 3233 GR 4699.5 3264 4708 3273 4706.7 3281 4735.3 3300 4733.8 3310 GR 4733.5 3324 4734 3338 4736 3496 4738 3587 4740 3659 GR 4742.1 3824 4750.8 3851 4754.2 3881 4760.1 4049 4764.1 4130 OR 4766 4179 4766.3 4201 4765.8 4224 4763.9 4350 4762 4496 GR 4762.2 4733 4761.6 4778 NC 0.050 0.055 0.035 .3 .5 SURVEY SECTION 39 MODIFIED TO SHOW RECLAIMED LAKE IN MIDDLE OF LEFT HANK X1 87304 62 3445 3621 1500 1600 2705 X3 1795 4700 OR 4721.3 0 4719.8 14 4720.4 35 4720 57 4718 267 OR 4716.1 400 4714.1 473 4709.9 535 4685 610 4685 611 OR 4685 612 4685 613 4685 614 4685 1734 4705.5 1795 OR 4706 1961 4706.4 2036 4706 2105 4705.4 2232 4704 2410 OR 4703.8 2468 4704.1 2519 4704.1 2546 4703.6 2676 4703.6 2848 GR 4703.3 3010 4704 3109 4705.5 3235 4708.6 3254 4705.6 3278 OR 4703.6 3297 4704.1 3309 4704.9 3323 4706.1 3346 4707 3363 OR 4706 3379 4704.2 3406 4703.2 3420 4704.2 3445 4704 3460 GR 4703.6 3511 4701.9 3563 4700.8 3597 4701.1 3618 4706.3 3621 OR 4707.2 3757 4708 3871 4710 3959 4712.1 4003 4714.1 4055 GR 4711.8 4063 4710.7 4068 4712.1 4073 4716.1 4078 4716.7 4085 GR 4716 4089 4716 4104 4717.9 4144 4721.8 4206 4723.9 4237 OR 4730.1 4280 4735.6 4324 SURVEY SECTION 40 X1 89243 64 2274 2456 1340 1330 1939 GR 4721.3 0 4720 5 4717.9 11 4717.6 103 4716 205 GR 4714 325 4712 423 4709.9 481 4708.2 695 4708.1 937 OR 4708 1113 4707.8 1238 4706.7 1435 4708.3 1515 4706.2 1552 GR 4704.1 1612 4707 1665 4706.1 1787 4706.6 1887 4706.2 1980 GR 4705.8 2119 4706 2213 4707.8 2251 4710.3 2262 4711.4 2274 OR 4709.9 2287 4703.3 2305 4702.1 2347 4703.2 2421 4708.2 2456 GR 4708.5 2526 4708 2587 4707.9 2696 4707.9 2835 4708.7 2966 GR 4708 3082 4704.6 3133 4706 3163 4706.3 3182 4703.4 3196 OR 4703 3219 4703.9 3233 4705.6 3261 4704 3280 4704.2 3296 OR 4704.1 3329 4708.2 3342 4708.5 3475 4709.1 3762 4710.1 3849 OR 4712.1 4062 4712.8 4338 4713.7 4491 4714 4502 4718.1 4517 GR 4719.8 4525 4717.8 4540 4716.8 4549 4716 4557 4715 4567 OR 4715.8 4576 4720.1 4597 4721.9 4655 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM GROSS SECTION 10 ) ) ) Run Date: SJAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 9 X1 89383 80 2183 2322 225 225 140 X3 10 0 0 0 0 0 0 4707 4706.6 GR 4720.3 0 4720 5 4717.9 11 4717.652 87 4715.733 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, DOWNSTREAM NET SECTION GROUND POINTS FROM SECTION 40, ROAD PROFILE FROM SECTION 41 X1 89388 80 2183 2322 5 5 5 X3 10 80 0 0 0 0 0 4708.0 4707.6 X4 1 4702.1 2201.1 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 ST 221 4716.1 4700 329 4713.9 4700 382 4712 4700 BT 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 BT 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4711.1 BT 2201.1 4714.4 4711.1 2251.6 4714.5 4711.2 2251.7 4714.5 4702.4 ST 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 BT 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 BT 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 ST 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 BT 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 OR 4713.9 329 4712 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.7 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 11 ) ) GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 OR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 OR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 Run Date: SJAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 10 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM NET SECTION X1 89424 80 2183 2322 36 36 36 X3 10 0 0 0 0 0 0 4708.0 4707.6 BT -41 0 4720.3 4700 11 4719.9 4700 87 4718.1 4700 BT 221 4716.1 4700 329 4713.9 4700 382 4712 4700 ST 418 4709.9 4700 418 4709.9 4700 586 4708 4700 BT 873 4708.3 4700 1056 4708.7 4700 1302 4708.8 4700 ET 1559 4709.4 4700 1735 4710 4700 1852 4712 4700 BT 2023 4714 4700 2183 4714.4 4700 2201 4714.4 4700 ET 2201 4714.4 4711.1 2251.6 4714.5 4711.2 2251.6 4714.5 4702.4 BT 2253.3 4714.5 4702.4 2253.4 4714.5 4711.2 2303.9 4714.6 4711.3 BT 2303.9 4714.6 4711.3 2322 4714.6 4700 2395 4714 4700 ST 2502 4712 4700 2583 4710 4700 2705 4708.1 4700 ST 2884 4707.6 4700 3140 4707.9 4700 3281 4709 4700 BT 3382 4708.2 4700 3592 4709.5 4700 3788 4710.3 4700 BT 3995 4711.5 4700 4230 4712 4700 4442 4714.3 4700 ET 4538 4716.1 4700 4593 4718.1 4700 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.9 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 OR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 OR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 OR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 WELD COUNTY ROAD 27, UPSTREAM GROSS SECTION X1 89429 80 2183 2322 5 5 5 12 ) ) ) X3 10 0 0 0 0 0 0 4708.0 4707.6 GR 4720.3 0 4720 5 4717.9 11 4717.6 87 4715.7 221 GR 4713.9 329 4712.0 382 4709.8 418 4709.8 419 4708 586 GR 4708.2 695 4708.1 873 4708.0 1056 4707.8 1238 4707.4 1302 GR 4706.7 1435 4708.3 1515 4706.0 1559 4704.1 1612 4707 1665 GR 4706.5 1735 4706.1 1787 4706.4 1852 4706.6 1887 4706.2 1980 GR 4706.1 2023 4705.8 2119 4705.9 2165 4714.4 2183 4702.1 2192 GR 4702.1 2201 4702.3 2240 4702.4 2251.6 4702.4 2251.6 4702.4 2253.3 GR 4702.4 2253.4 4702.7 2283 4710.5 2297 4711.3 2303.9 4712.1 2314 GR 4714.6 2322 4708.7 2344 4708.6 2395 4708.5 2502 4708.5 2526 GR 4708.0 2583 4708 2587 4707.9 2696 4707.9 2705 4707.9 2884 GR 4708 3082 4704.6 3133 4704.9 3140 4706 3163 4706.3 3182 GR 4703.4 3196 4703 3219 4703.9 3233 4705.6 3261 4704 3280 Run Date: 8JAN** Run Time: 10:57:03 HMVereiOn: 6.52 Data File: RECIRID_A.HC2 Page 11 GR 4704.0 3281 4704.2 3296 4704.1 3329 4708.2 3342 4708.3 3382 GR 4708.5 3475 4708.7 3592 4709.1 3762 4709.4 3788 4710.1 3849 GR 4711.5 3995 4712 4230 4712 4230.1 4712.8 4338 4713.4 4442 GR 4713.7 4491 4715.3 4538 4718.1 4593 4720.1 4597 4723 4677 SURVEY SECTION 42 ET 7.1 7.1 7.1 7.1 9.1 980 1956 1 1956 X1 91035 48 1799 1956 1350 1350 1606 GR 4723.3 0 4721.8 104 4720.1 172 4715.9 272 4713.9 346 GR 4712 471 4711.1 548 4712 621 4712.1 702 4710 716 GR 4709 868 4709.8 966 4710.7 1147 4709.9 1394 4708.5 1603 GR 4710.1 1784 4714.1 1796 4714.5 1799 4714 1804 4713.3 1811 GR 4712 1819 4710.1 1828 4703.9 1858 4703.3 1885 4703.8 1906 GR 4710 1934 4713.9 1956 4715 2157 4714.1 2473 4714 2795 GR 4713.6 3067 4712 3131 4711.5 3408 4712 3637 4712.2 3703 GR 4712 3793 4712.5 3941 4712.1 4238 4712.6 4539 4714 4684 GR 4715.9 4769 4717.9 4779 4717.9 4786 4715.8 4791 4715.9 4793 GR 4718.3 4799 4720.1 4808 4719.3 4835 NC 0.050 0.050 0.035 .1 .3 SURVEY SECTION 43 ET 7.1 7.1 7.1 7.1 7.1 1 1722 X1 91962 54 1515 1687 830 870 927 GR 4714.7 0 4714 20 4712.1 229 4711.5 396 4712 562 GR 4713.7 576 4712 591 4710 606 4708 624 4707.8 703 GR 4707.9 750 4710 761 4710.8 888 4710.2 1068 4711.4 1270 GR 4712.1 1372 4712.3 1467 4712.3 1515 4705.7 1540 4706 1578 GR 4707.1 1619 4708 1662 4716.3 1687 4717.2 1722 4716.1 1758 GR 4712.9 1783 4713.1 2826 4716.9 2948 4718.2 2985 4720.1 3086 GR 4722.4 3159 4723.6 3200 4713.3 3236 4713.6 3280 4714.7 3351 GR 4715 3564 4716 3824 4716 3880 4716 3926 4716 3947 GR 4716.4 4002 4718 4043 4720.1 4114 4721 4293 4722 4397 13 ) ) GR 4722.2 4401 4721.6 4405 4719.8 4411 4717.8 4417 4716.1 4422 GR 4718.2 4427 4722.2 4433 4722 4454 4722.1 4465 SURVEY SECTION 44 ET 7.1 7.1 7.1 7.1 7.1 1 3000 X1 93478 63 2507 2594 1320 1260 1516 GR 4729.6 0 4728.1 95 4726 319 4724 425 4721.8 502 GR 4720 548 4717.9 609 4715.2 688 4713.9 897 4712.2 915 GR 4714.3 962 4714.6 1431 4714.7 1790 4715.1 1971 4714 2270 GR 4713 2285 4711.9 2303 4711.3 2384 4710.1 2507 4708 2520 GR 4707.7 2540 4707.5 2556 4714.2 2572 4715.8 2594 4714 2630 GR 4713 2642 4712 2652 4711.4 2671 4712 2689 4713 2695 GR 4714.3 2705 4714.6 2847 4714 2961 4713.1 3073 4714 3206 GR 4714.1 3260 4713.9 3313 4713.6 3462 4712.2 3632 4711.9 3849 GR 4709.8 3908 4711.6 3943 4709.9 3952 4707.8 3959 4708.1 3975 GE 4712.1 3993 4714.1 4002 4716.1 4022 4716.5 4033 4716.3 4043 GR 4719.3 4391 4723.4 4425 4720 4463 4718 4491 4719.9 4575 GR 4720.2 4614 4719.9 4690 4721.2 4845 4719.9 4898 4715.7 4910 GR 4716 4923 4718.2 4961 4718.4 4980 Run Date: 8JAN** Run Time: 10:57:03 HNVeraion: 6.52 Data File: RECLND_A.HC2 Page 12 NC 0.048 0.055 0.035 .3 .5 SURVEY SECTION 45 ET 7.1 7.1 7.1 7.1 7.1 1 2094 X1 94992 52 1939 2094 1220 1440 1514 GR 4739.3 0 4738 283 4736.1 385 4734.1 490 4732.1 581 GR 4728.5 638 4727.9 680 4715.9 774 4715.7 963 4716 1130 GR 4717.4 1135 4718 1140 4717.5 1141 4716.2 1143 4715.1 1266 GR 4715.3 1429 4716 1646 4717.1 1818 4716 1939 4709.5 1951 GR 4709.1 1982 4709.7 2017 4711.8 2026 4714.1 2033 4716.4 2078 GR 4717.7 2094 4716.1 2158 4716.2 2390 4722.1 2405 4722.2 2500 GR 4716.3 2526 4716.5 4400 4725.3 4481 4723.7 4508 4720.8 4529 GR 4722.1 4567 4724.1 4641 4724.4 4693 4724 4760 4724.2 4809 GR 4725.1 4965 4725.8 5079 4728 5398 4730 5672 4732 5974 GR 4734 6273 4736 6390 4738 6396 4740.4 6402 4738.9 6406 GR 4737.3 6411 4739.2 6421 SURVEY SECTION 46 ET 7.1 7.1 7.1 7.1 7.1 1 3634 X1 97113 74 3440 3589 950 660 2121 GR 4740.2 0 4740.1 247 4738 330 4734 414 4728 489 GR 4722 611 4720.2 722 4718.9 894 4718 904 4716 926 GR 4716 1009 4716.9 1114 4717.9 1199 4718.2 1227 4717.4 1354 GR 4718 1523 4718.5 1629 4717.8 1754 4718.7 2035 4717.8 2301 GR 4716.2 2310 4715.4 2327 4717.4 2409 4714.6 2499 4717.2 2556 14 > ) GR 4715.7 2606 4717.3 2713 4718 2901 4718.7 2959 4718 3005 GR 4712.9 3037 4716.3 3105 4718 3137 4719 3200 4717.9 3274 GR 4717.9 3370 4716 3440 4713.9 3456 4714.2 3467 4711.9 3479 GR 4711.6 3523 4712 3542 4713.9 3567 4716 3577 4718.1 3589 GR 4726.6 3619 4726.7 3634 4723.9 3674 4722.1 3765 4722.2 3905 GR 4722.1 4076 4721.9 4117 4723.5 4244 4723.4 4499 4724 4632 GR 4724.6 4844 4724.9 5073 4723.9 5145 4723.6 5154 4724.1 5168 GR 4725.4 5247 4726 5414 4727 5597 4727.9 5795 4730 6021 GR 4732 6197 4734.1 6248 4734 6270 4738 6281 4740.1 6310 GR 4747.9 6455 4747.7 6484 4750.9 6502 4752.1 6519 SECTION MODIFIED FROM SURVEY SECTION 46 NORMAL BRIDGE DOWNSTREAM GROSS SECTION X1 97247 86 3473 3574 134 134 134 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 Run Date: 8JAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 13 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 WELD COUNTY ROAD 25 GROUND POINTS MODIFIED FROM SECTION 46, ROAD PROFILE FROM SURVEY SECTION 47 NORMAL BRIDGE DOWNSTREAM NET SECTION X1 97252 86 3473 3574 5 5 5 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 BT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 BT 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 ST 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 15 ) ) ) ST 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 ST 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 BT 3543 4722.6 4721.6 3574 - 4722.6 4721.6 3575 4722.6 4700 ST 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM NET SECTION X1 97284 86 3473 3574 32 32 32 BT -40 0 4739.6 4700 251 4738.1 4700 306 4736.1 4700 BT 364 4733.9 4700 415 4732 4700 485 4728.1 4700 BT 532 4725.5 4700 576 4723.8 4700 616 4721.9 4700 BT 676 4721.1 4700 714 4720.6 4700 745 4720.1 4700 ST 884 4718.4 4700 1205 4718.4 4700 1206 4718.7 4700 BT 1493 4720 4700 1866 4719.1 4700 2204 4718 4700 Run Date: 8JAN** Run Time: 10:57:03 HMVeraiot: 6.52 Data File: RECLMD_A.HC2 Page 14 HT 2447 4716.8 4700 2727 4716.8 4700 2919 4718 4700 BT 3214 4719.9 4700 3396 4722 4700 3473 4722.6 4700 BT 3474 4722.6 4700 3474 4722.6 4721.6 3502 4722.6 4721.6 BT 3502 4722.6 4711.2 3504 4722.6 4711.3 3504 4722.6 4721.6 BT 3541 4722.6 4721.6 3541 4722.6 4712.2 3543 4722.6 4712.4 ST 3543 4722.6 4721.6 3574 4722.6 4721.6 3575 4722.6 4700 BT 3575 4722.6 4700 3759 4722.6 4700 3999 4723.1 4700 BT 4244 4723.5 4700 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 OR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 16 > ) GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 4717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GE 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 OR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 NORMAL BRIDGE UPSTREAM GROSS SECTION X1 97289 86 3473 3574 5 5 5 GR 4739.6 0 4738.1 251 4736.1 306 4733.9 364 4732 415 GR 4728.1 485 4728 489 4725.5 532 4723.8 576 4722 611 GR 4721.9 616 4721.1 676 4720.6 714 4720.1 745 4718.4 884 GR 4718 904 4716 926 4716 1009 4718 1205 4718.0 1206 GR 4718.2 1227 4717.4 1354 4717.9 1493 4718.5 1629 4717.8 1754 GR 4718.2 1866 4718.5 2035 4718.0 2204 4717.5 2301 4715.4 2327 GR 4717.0 2409 4716.2 2447 4714.6 2499 4716.8 2556 4715.7 2606 GR 4716.8 2727 4718.0 2919 4718.3 2959 4718 3005 4712.9 3037 GR 4718 3137 4719 3200 4718.8 3214 4717.9 3274 ♦717.9 3370 GR 4717.2 3396 4721.6 3473 4720.8 3474 4710.9 3486 4711.2 3502 GR 4711.3 3504 4711.7 3524 4712 3539 4712.2 3541 4712.4 3543 GR 4714.1 3561 4722 3574 4722 3575 4722.2 3759 4722.2 3905 GR 4722.1 3999 4722.1 4076 4721.9 4117 4723.5 4244 4723.5 4270 GR 4723.4 4499 4724 4632 4724.6 4844 4724.9 5073 4723.9 5145 GR 4723.6 5154 4724.1 5168 4725.4 5247 4726 5414 4727 5597 GR 4727.9 5795 4730 6021 4732 6197 4734.1 6248 4734 6270 GR 4738 6281 4740.1 6310 4747.9 6455 4747.7 6484 4750.9 6502 GR 4752.1 6519 SURVEY SECTION 48 Run Date: SJAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 15 X1 97916 62 3417 3562 650 650 627 GR 4741.5 0 4740 163 4738 345 4735.9 456 4733.9 549 GR 4732.4 613 4729.9 624 4728 652 4726 687 4724 718 GR 4720.7 726 4718.8 750 4718 762 4718.4 862 4718.5 1034 GR 4719.5 1190 4717.8 1362 4715.6 1394 4718 1451 4719.4 1643 GR 4719.6 1843 4719.7 2145 4719.2 2395 4718.1 2656 4719.2 2881 GR 4718 3000 4718.1 3069 4718 3152 4718.9 3280 4717.8 3373 GR 4716.2 3397 4718 3404 4719.4 3417 4718.1 3430 4716 3438 GR 4714.4 3462 4714 3482 4712.4 3515 4713.7 3544 4720.4 3562 17 ) GR 4721 3723 4721.3 3913 4720 4032 4719 4036 4720 4040 GR 4722.1 4048 4722.9 4250 4723 4448 4723.1 4744 4722.8 4945 GR 4724 5213 4725 5314 4726 5400 4727.1 5524 4728 5591 GR 4730 5687 4732.1 5779 4736.4 5858 4738.2 5916 4739.9 5950 GR 4744.8 5964 4748.1 6013 NC 0.058 0.058 0.035 .1 .3 SURVEY SECTION 49 ET 7.1 7.1 7.1 7.1 7.1 1 4250 X1 100055 61 2539 2751 1470 2070 2139 GR 4737.9 0 4736 143 4734.6 210 4731.6 228 4729.8 250 GR 4728.2 268 4725.8 290 4724.1 310 4723.5 377 4724 453 GR 4724.3 543 4724 615 4721.9 732 4720.5 880 4721.7 1140 GR 4721.1 1382 4721.1 1698 4720.5 2012 4719.4 2145 4719.9 2268 GR 4721.3 2432 4719.9 2539 4717.9 2553 4718.3 2570 4715.4 2578 GR 4715.5 2648 4715.9 2685 4717.9 2720 4719.6 2727 4720.6 2751 GR 4720.6 2796 4720.2 2824 4717.8 2840 4720.1 2865 4720.4 2892 GR 4720 2908 4719 2999 4718.4 3242 4717.5 3303 4720.2 3330 GR 4721.5 3377 4719.2 3477 4719.1 3502 4720.2 3536 4722 3578 GR 4722 3654 4721.5 3754 4722.3 3904 4721.6 4049 4721.7 4235 GR 4722.1 4250 4721 4282 4721.2 4547 4721.2 4864 4719.7 4960 GR 4722.1 5031 4722.7 5188 4724.1 5239 4726.1 5261 4728.1 5311 GR 4728.5 5320 ADJUSTING "n" VALUES TO THOSE OF WELD COUNTY PIS NEAR WINDSOR NC 0.060 0.073 0.035 SURVEY SECTION 50 X1 101911 39 3395 3500 1150 1150 1856 GR 4732.5 0 4732.1 64 4728 345 4726 570 4724 905 GR 4723.7 1131 4722.7 1362 4722 1579 4721.3 1875 4722 2017 GR 4722.6 2258 4724 2672 4724.9 2733 4724.5 2793 4722.3 2812 GR 4721.3 2875 4722 2946 4722.8 3030 4722.8 3126 4718.1 3146 GR 4722.8 3179 4723.4 3231 4722 3305 4721.6 3340 4722 3371 GR 4722.5 3395 4717.6 3408 4717.2 3454 4718.2 3482 4724 3500 GR 4724.4 3583 4724 3665 4722.4 3686 4724.2 3715 4726 3997 GR 4726.9 4125 4728 4243 4729.9 4281 4730.5 4306 REMAINDER OF FILE IS HY SIMONS, LI INC. FROM WELD COUNTY, COLORADO FIS Run Date: BJAN"" Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 16 NC 0.063 0.093 0.035 0.1 0.3 QT 5 12909 12909 4518 9550 26014 CROSS SECTION "A" FROM CACHE LA POUDRE NEAR WINDSOR PIS 18 ) ) ) X1 103250 33 3584. 3701. 1300 900 1339 GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.7 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4716.7 3604.0 GR 4715.9 3615.0 4717.3 3631.0 4716.6 3646.0 4717.7 3655.0 4716.6 3674.0 GR 4724.3 3701.0 4723.3 3733.0 4723.8 3809.0 4725.6 3963.0 4724.2 3993.0 GR 4726.8 4044.0 4730.1 4154.0 4737.9 4252.0 CROSS SECTION "8" FROM CACHE LA POUDRE NEAR WINDSOR FIS X1 103670 38 3590. 3817. 450. 350. 420. GR 4734.2 .0 4733.6 261.0 4731.4 532.0 4730.6 803.0 4730.9 905.0 GR 4729.6 1096.0 4728.8 1389.0 4727.6 1683.0 4728.4 1975.0 4727.8 2249.0 GR 4728.7 2362.0 4728.4 2528.0 4723.7 2695.0 4725.0 2778.0 4726.4 2896.0 GR 4726.4 3030.0 4724.0 3308.0 4723.5 3448.0 4725.8 3584.0 4726.3 3590.0 GR 4718.3 3604.0 4715.5 3622.0 4717.5 3639.0 4718.0 3656.0 4724.1 3665.0 GR 4724.4 3680.0 4723.0 3702.0 4718.5 3721.0 4722.3 3741.0 4721.1 3762.0 GR 4725.4 3762.1 4725.7 3763.0 4726.8 3817.0 4724.9 3876.0 4727.8 3921.0 GR 4730.0 4011.0 4732.9 4046.0 4738.0 4080.0 CROSS SECTION "C" FROM CACHE LA POUDRE NEAR WINDSOR PIS QT 5 12971 12971 4551 9605 26106 X1 105810 34 2786. 2874. 1300. 1680. 2140. GR 4740.0 .0 4738.8 169.0 4738.1 459.0 4737.1 605.0 4736.3 751.0 GR 4734.6 914.0 4733.2 1045.0 4730.8 1331.0 4731.4 1531.0 4730.4 1621.0 GR 4727.8 1913.0 4728.4 2196.0 4728.3 2458.0 4728.7 2493.0 4726.4 2650.0 GR 4727.4 2785.0 4727.1 2786.0 4721.1 2795.0 4719.0 2806.0 4718.5 2812.0 GR 4719.3 2824.0 4719.7 2840.0 4720.7 2867.0 4726.3 2874.0 4726.4 2874.0 GR 4727.7 3025.0 4727.2 3070.0 4727.4 3155.0 4726.3 3260.0 4726.7 3364.0 GR 4727.0 3504.0 4727.4 3634.0 4728.4 3743.0 4732.1 3943.0 Run Date: SJAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 17 IHLEQ = 3. THEREFORE FRICTION LOSS (HL) IS CALCULATED AS A FUNCTION OF THE GEOMETRIC MEAN FRICTION SLOPE. THAT IS HL = WLEN*(S*SLOPE)**.5 WHERE WLEN = DISCHARGE-WEIGHTED REACH LENGTH, S = FRICTION SLOPE AT CURRENT CROSS SECTION, SLOPE = FRICTION SLOPE AT PRECEDING CROSS SECTION. Run Date: 8JAN** Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 18 19 ) ) THIS RUN EXECUTED BJAN** 10:57:03 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST RECLAIMED 100-YEAR SUMMARY PRINTOUT SECNO Q CWSEL VLOB VROB VCH AREA K*CHSL 10*KS DIFWSX 64420.000 12000.00 4686.70 1.69 2.00 6.02 4539.43 0.00 19.58 0.00 69083.000 12000.00 4689.98 1.75 0.89 4.63 6213.57 0.73 11.21 3.28 72127.000 12000.00 4693.17 1.82 0.61 6.68 1823.54 0.39 21.74 3.19 72247.000 12000.00 4693.48 0.00 0.00 6.37 1884.15 -0.83 18.59 0.32 72301.000 12000.00 4693.56 0.00 0.00 6.30 1904.11 1.85 17.97 0.08 * 73245.000 12000.00 4695.00 1.50 1.51 3.20 7136.05 2.97 4.48 1.44 76033.000 12000.00 4695.56 0.81 1.15 2.69 10272.04 0.29 3.23 0.55 • 77090.000 12000.00 4696.21 0.24 1.96 4.93 5059.72 1.99 15.57 0.66 78817.000 12000.00 4697.94 1.71 1.76 4.39 5694.85 1.04 11.12 1.73 * 78928.000 12000.00 4697.97 0.00 0.88 3.78 4904.52 -84.68 2.79 0.03 78962.000 12000.00 4697.98 0.00 0.88 3.77 4922.56 2.94 2.77 0.02 • 79062.000 12000.00 4698.15 1.53 1.66 4.02 6258.23 93.00 8.89 0.16 80500.000 12450.00 4699.35 2.45 1.24 5.03 5575.79 -8.69 11.24 1.21 81954.000 12450.00 4701.27 3.00 1.81 5.51 4652.39 9.83 16.81 1.92 * 84599.000 12450.00 4702.95 1.57 0.00 2.03 7822.58 -3.89 4.34 1.68 * 87304.000 12450.00 4704.03 2.43 0.00 1.85 5172.68 0.74 11.63 1.08 20 ) * 89243.000 12450.00 4707.67 3.01 4.38 8.54 2576.29 8.82 59.39 3.64 Run Date: BJAN*• Run Time: 10:57:03 HMVersion: 6.52 Data File: RECLMD_A.HC2 Page 19 SECNO Q CWSEL VLOB VROB VCH AREA X*CHSL 10*XS DIFWSX * 89383.000 12450.00 4708.86 1.98 2.06 5.52 5068.19 0.00 16.36 1.20 * 89388.000 12450.00 4709.70 2.21 2.57 8.66 3330.38 0.00 45.84 0.84 • 89424.000 12450.00 4710.28 1.93 2.07 6.40 4705.84 0.00 22.11 0.58 * 89429.000 12450.00 4710.59 1.10 0.96 2.49 10794.71 0.00 2.54 0.31 • 91035.000 12450.00 4711.83 3.55 0.00 9.51 2339.11 0.75 51.59 1.24 * 91962.000 12450.00 4714.25 1.79 0.00 3.89 5641.80 2.59 6.73 2.42 • 93478.000 12450.00 4715.85 2.45 2.32 6.12 4405.22 1.19 21.87 1.60 94992.000 12450.00 4718.40 2.40 0.00 5.74 3886.63 1.06 17.06 2.54 * 97113.000 12450.00 4719.95 1.40 0.57 3.46 7430.67 1.18 5.25 1.55 97247.000 12450.00 4720.03 1.47 0.00 3.59 7487.28 -5.23 5.54 0.08 • 97252.000 12450.00 4719.97 2.31 0.00 5.58 4469.31 0.00 20.11 -0.06 97284.000 12450.00 4720.06 2.22 0.00 5.30 4700.48 0.00 17.96 0.09 • 97289.000 12450.00 4720.22 1.38 0.00 3.30 8023.10 0.00 4.57 0.16 * 97916.000 12450.00 4720.64 1.69 0.52 4.60 5928.58 2.39 11.42 0.43 100055.000 12450.00 4722.48 1.11 1.50 3.98 7102.86 1.40 8.82 1.84 * 101911.000 12450.00 4724.37 1.94 0.78 6.57 4989.13 0.97 22.88 1.89 103250.000 12909.00 4727.00 1.86 1.44 8.22 3711.81 -0.97 22.21 2.63 103670.000 12909.00 4728.21 1.71 0.92 4.90 4990.35 -0.95 12.09 1.21 105810.000 12971.00 4730.32 1.46 1.22 6.73 6222.09 1.40 12.59 2.11 Run Date: BJAN** Run Time: 10:57:03 HNVersion: 6.52 Data Pile: RECLMD_A.HC2 Page 20 21 ) -) SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 73245.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 77090.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 78928.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 79062.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 84599.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 87304.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89243.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89383.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 89388.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 89388.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 89388.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 89388.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 89424.000 PROFILE= 1 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 89424.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 89429.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91035.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 91962.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93478.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97113.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97252.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97289.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97916.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 101911.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 22 ................................................................................................................... .................................................... 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X rrs ass.RgxcsssrC.5 Pres erf No. 99-.7R2 . Iazard Development Permit Map Hello