3 50 1396 https://highway89.org/files/original/fb41ad30abe11643f41965e8c7d6e86c.pdf 60a80ad5e63041eb896ef0419a73e715 PDF Text Text AGENDA US 89 - LOGAN CANYON PUBLIC MEETING #1 ( Tuesday, September 23, 7:30 P.M. Logan City Hall utah Department of ~ransportation CH2M HILL - Consulting Engineer 1. Welcome - Project Background _ Purpose of Meeting 0 N+eS+(J 2. --Introduction of Participants 3. Presentation of Transportation Needs Data and Findings A. Existing Roadway Conditions B. Safety C. Maintenance D. Traffic Characteristics E. Roadway Capacity F. Conclusions 4. Environmental Concerns - Preliminary Findings 5. Public Questions and Answers 6. Future Tasks and Public Involvement Opportunities � Text A resource consisting primarily of words for reading. Examples include books, letters, dissertations, poems, newspapers, articles, archives of mailing lists. Note that facsimiles or images of texts are still of the genre Text. Local URL The URL of the local directory containing all assets of the website <a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/135">http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/135</a> Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: <a href="https://library.usu.edu/specol/using/copies.php">https://library.usu.edu/specol/using/copies.php</a> Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Utah State University, Merrill-Cazier Library Date Digital Record the date the item was digitized. 2013 Conversion Specs Scanned by Utah State University, Merrill-Cazier Library using Epson Expression 10000 scanner. Checksum 3414916046 File Size Size of the file in bytes. 384107 Bytes Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Agenda for September 23 public meeting Description An account of the resource Agenda for September 23 public meeting at Logan City Hall Subject The topic of the resource Logan Canyon (Utah) Traffic engineering Medium The material or physical carrier of the resource. Administrative records Date A point or period of time associated with an event in the lifecycle of the resource 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 Spatial Coverage Spatial characteristics of the resource. Logan (Utah) Cache County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 1980-1989 1990-1999 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State University, Merrill-Cazier Library, Special Collections and Archives, Sierra Club, Utah Chapter Archives, 1972-1986, COLL MSS 148 Series VIII Box 29 Folder 6 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. View the inventory for this collection at: <a href="http://uda-db.orbiscascade.org/findaid/ark:/80444/xv03390">http://uda-db.orbiscascade.org/findaid/ark:/80444/xv03390</a> Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Special Collections and Archives, phone (435) 797-2663. Is Part Of A related resource in which the described resource is physically or logically included. Highway 89 Digital Collections Type The nature or genre of the resource Text Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context MSS148VIIIB29_Fd6_Item 18.pdf Highway 89; https://highway89.org/files/original/36b705d987dec2c2f25a4913f80d1389.jpg 40ded8e41a9a93ca8f672223332c1dbc Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by : Utah State Archives and Records Service Physical Dimensions The actual physical size of the original image 5 inches x 4 inches Height Height of digital item in pixels 3503 Width Width of digital item in pixels 2644 Scanning resolution Resolution in DPI 800 Colorspace RGB or Grayscale, for example Grayscale File Size Size of the file in bytes. 1010672 Bytes Conversion Specs Scanned by Utah State Archives and Records Service using Epson GT-30000 scanner, at 800 dpi. Archival file is uncompressed TIFF (800 dpi). Display file is JPEG 2000. Date Digital Record the date the item was digitized. 3/27/2014 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please contact the Utah State Archives History Research Center at: <a href="http://archives.utah.gov/research/index.html">http://archives.utah.gov/research/index.html</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Airport Café Pepsi road sign in Weber County Description An account of the resource Scenic 89 tourism road sign photographed along Highway 89 in Weber County as part of a project by the State Department of Highways to document Utah highways signs. Creator An entity primarily responsible for making the resource Utah State Department of Highways Subject The topic of the resource US 89 (Weber County)--Photographs Advertising--Utah--US 89 Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 3/25/1966 Spatial Coverage Spatial characteristics of the resource. Milepost 8 (Utah) US 89 (Utah) Weber County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1965-1975 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State Archives and Records Service, Outdoor Advertising Sign Inventories, Series 959, Box 12. Folder 10. Photo 8. Rights Holder A person or organization owning or managing rights over the resource. Utah State Archives and Records Service Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the Utah State Archives, phone (801) 533-3535. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context 00959012010_8_AirportCafePepsi.jpg Advertising and Marketing Road Signs Transportation https://highway89.org/files/original/5218a14936c68d1c01a05ecb903f92f8.jpg 9a63abf839caf191503ee22fb69057d8 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by : Utah State Archives and Records Service Physical Dimensions The actual physical size of the original image 4 inches x 5 inches Height Height of digital item in pixels 2674 Width Width of digital item in pixels 3519 Scanning resolution Resolution in DPI 800 Colorspace RGB or Grayscale, for example Grayscale File Size Size of the file in bytes. 591236 Bytes Conversion Specs Scanned by Utah State Archives and Records Service using Epson GT-30000 scanner, at 800 dpi. Archival file is uncompressed TIFF (800 dpi). Display file is JPEG 2000. Date Digital Record the date the item was digitized. 3/13/2014 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please contact the Utah State Archives History Research Center at: <a href="http://archives.utah.gov/research/index.html">http://archives.utah.gov/research/index.html</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource All Man All Army road sign in Garfield County Description An account of the resource Scenic 89 tourism road sign photographed along Highway 89 in Garfield County as part of a project by the State Department of Highways to document Utah highways signs. Creator An entity primarily responsible for making the resource Utah State Department of Highways Subject The topic of the resource US 89 (Garfield County)--Photographs Advertising--Utah--US 89 Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 12/22/1965 Spatial Coverage Spatial characteristics of the resource. Milepost 70.45 (Utah) US 89 (Utah) Garfield County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1965-1975 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State Archives and Records Service, Outdoor Advertising Sign Inventories, Series 959, Box 3. Folder 17. Rights Holder A person or organization owning or managing rights over the resource. Utah State Archives and Records Service Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the Utah State Archives, phone (801) 533-3535. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context 00959003017_309_AllArmy.jpg Advertising and Marketing Road Signs Transportation https://highway89.org/files/original/01723bfef9f895dc5d9636bbf030460d.pdf e456f8d9505df07bbf3d18156a7be93b PDF Text Text I i Logan Canyon HighwJy For the second time in nine years, the Utah Department of Transportation (UnOT) is proposing an expansion and reduction of curves to the 6.7-mile stretch of U.S. Highway 89 from Right Hand Fork to Ricks Spring in Logan Canyon. Environmental groups and concerned citizens, including the Sierra Club, the Bridgerland Audubon Society , Citizens for the Protection of Logan Canyon and o thers, view this expansion as highly unfavorable a nd as a threat to the beauty and quality of the Logan Canyon Recreation Area. General Summary * Major impact 011 both environmental '\lnd visual quality of canyon. * Project cont radict s national energy , concern. * 80-90 percent of the project requi r ~ s cutting into e~isting banks and vegetated areas. ! * "Waste poses a major engineering pr~ blem." (Quote from project engineer) Traffic Growth Factors * * * * UDOT uses an unrealistic expontential model. A linear growth model better fits daily traffic data. Traffic data used by UnOT are limited to one busy section of the highway, yet are used to describe the whole road. Need for highway re-al ignment not documented by current data. Safety Factors * * * * Suggested danger of Logan Canyon "Section III" is not supported by current data. A major discrepancy exist s between accident rate data and traffic volume. 1977 accident rate figured by the Utah Highway Patrol does not agree with unOT report. Statistical significance of acciden t data used is suspect. Environmental Factors * Numerous spills would encroach into Logan River from planned fills. * Silt deposits in the river would 4estroy trout habitat and breeding cycle. * Loss of riverside vegetation needed by trout for 100/ light intensity. * Creation of any culverts would impair spa't<.>ning success of trout. * Los s of vegetative barriers lessens the quality of fishing experience. * Major visual impacts \"ould result from the cuts pla nned, especially the two major cuts at the Temple Fork area, which lI.T()uld be, according to the engineer's r eport, 75 feet deep and as much as 150 feet across. II IT'LL NEVER BE WORTH AS MUCH AS WE'VE PUT I NTO IT (the project) ALREADY." --Gary Lindley, project engineer. �January 20, 1989 SR-89, Logan Canyon ~9.~_IJ.£1_.~J:te r..n.~.:t:..t.~.~. Meetings, discussions and field trips between representatives of the Forest Service, Federal Highway Administration and UDOT have led to an agency alternative proposal. Impact upon aquatic, riparian and visual resources were considered as well as highway needs concerning safety, capacity, passing opportunities, structure conditions and roadllJay alignment. The following elements of the agency alternative proposal were selected, based upon needs. Impacts were held essentially to visual resources except for the Beaver Canyon area of Section 2. Visual, riparian and aquatic resources are of great value. Visual resources are considered to be more readily mitigated with proven techniques, to the extent that restoration can be achieved . The effect and success of visual resource mitigation is relatively simple to demonstrate, as compared to the mitigation of aquatic or riparian areas . The erosive capability of water at high-flow volumes can quickly damage the best of mitigative techniques in the aquatic or riparian environment . The Forest Service anticipates that some elements of the agency alternative will alt~r resources to the extent of non- compliance with the Wasatch- Cache Forest Plan and will require that the plan be amended. Elements of the agency alternative were selected from among the various alternatives, as prepared by UDOT's consultant and suggestions recommended by UDOT, FHWA and USFS. Each element is intended to stand on its own merits with regard to capacity, safety, nationally recognized standards, principals of good engineering practice, impact upon the environment, highway maintenance, and user's of canyon resources. Use of the map supplement, alter'native "0" as prepared by UDOT's consultant will be useful in locating the various elements of the agency alternative in relation to canyon topography, Each element is identified by milepost, generally to the nearest one- tenth mile. This location identification is only intended to be a general locator and may not specifically identify the location of any selected improvement, Various curves throughout the project corridor are selected for flattening (longer radius). This flattening is expressed in degree of curve according to standard engineering practice. The degree of curvature stated for each affected curve is only approximate, and may change slightly during the detailed design process because of local topographic or geologic constraints, related alignments, or other factors. Visual, riparian and acquatics were considered to be the areas of most significant impact in the canyon environment; and the elements of the agency alternative were selected in an effort to minimize the impact upon these resources. Impacts upon wetlands are created by some elements of the agency alternative. Wetland impacts are considered to be mitigatable accor'ding to the following schedule, if the wetland area cannot be completely avoided: (1) (2) Adjust highway alignment or location, Consider retaining walls in terms of economics and affects, and (3) Consume wetland in element construction and replace in accordance with Army Corps of Engineers' requirements. �-2-- The following elements of the agency alternative are recommended by the three-~ember committee to the lead and cooperative agencies: A clear zone requirement is associated with the improvement alternatives listed below, according to the schedule: 35 mph - 18 feet; 40 mph - 18 feet; 50 mph - 22 feet. This dimension is measured from the tr'affic lane/shoulder line to a hazard (rock, tree, slope, etc.). Any hazard lying within this distance should either be removed or protected by barrier (guardrail). Although many items (trees, rocks, etc.) are located near enough to the roadway to warrant protection, only the most severe and extreme hazar'ds will be protected. Severe hazards are defined where a serious accident could occur if a vehicle left the roadway, i.e., the Dugway area. The clear zone dimension also affects guardrail length and flare rate in connection with protecting bridge parapet walls. Guardrail will be the preferred barrier type for this project. Other acceptable barrier types may be considered if their impact is more favorable than conventional guardrail. Guardrail placement will be carefully evaluated in respect to hazard type, canyon environment, design speed and other site conditions. If a specific hazard warrants protection, roadway embankments may require extension to provide adequate space for guardrai I plac~~ment . Various parcels of right--of-way are required to construct the below listed widenings, curve flattenings, realignments, intersection improvements or other features. On National Forest lands the UDOT will obtain a Department of Transportation easement to all parcels required to contain the roadway and cut and fill slopes according to provisions of the Highway Act of 1958. Title to private properties will be requested through regular right-of-way proceedings. Parcels no longer required for right-of.!-way will not be retained by the UDOT. Vertical alignment throughout the project corridor is generally adequate for the intended design speeds. All roadway sections throughout the project corridor are intended to be reconstructed to meet the strength requirements of a twenty-year design period. This pavement reconstruction is intended to apply to all areas even if no widening, realignment, or curve flattening is intended. The pavement reconstruction oper'ation is to provide adequate strength while leaving essentially unaffected present pavement elevation. Techniques, such as in place recycling or total pavement excavation, may be utilized. All pipe culverts will be replaced . Drainage ar'eas will be evaluated to determine pipe culvert diameters, Some additional culverts may be requ ired. All project sections will be subject to highway signing and delineation upgrade, Feature signing for campgrounds and other points of interest may be included, Curves will be signed as appropriate with advisot~y speeds. Culver'ts will be marked with delineators for identification. Milepost and destination signing will be provided. Highway delineators will be installed in an acceptable manner in consultation with the Forest Service and the Federal Highway Administration. �-3Traffic control during construction periods will be provided so that at least one-lane of traffic for alternating one-way traffic is available at all times. Traffic will be returned t6 the normal two- lane, two -~ay operation to the extent possible during no construction periods. Under no conditions will the contractor be allowed to prevent traffic flow in the canyon for extended periods. Time of construction of selected operations will be scheduled to allow for maximum protection of the environment, such as periods of fish spawning or other sensitive events. However, sufficient time and opportunity must be available to the contractor to build the improvements following good construction practice. Consideration will be given to constructing cut or fill slopes entirely on one side of the present roadway. Generall~, the preferable area of distu r bance will be the side away from the river, wetland or toward the area which can absorb disturbance with the least impact. Cut and fill areas will be constructed as flat as practicable in accordance with good engineering practice. In all disturbed areas topsoil and native plantings will be restored according to good landscaping practice. 1. Section lA: Project beginning (Milepost 383.47, Right Hand Fork) to M.P. 387.47, length 4.0 miles. This section is referred to as the "parkway". Present design speed and posted speed will remain unchanged; roadway width 26 feet (existing width). Maximum degree of curve - 26 0 . Curves showing high-accident location will be flattened to a degree similar to adjoining curves if it is concluded that flattening can be achieved without severe environment al impact. Clear zone requirement - 18 feet . No features outside existing roadway will be disturbed, except as provided below. Sections of the roadway having design speeds lower than the present speed limit will be appropriately signed. a. Flattening of Curve #5 at Milepost 384 from 25 0 to 15 0 . The curve is the site of an unusually high-accident r·ate. Flattening the curve wi 11 move the alignment away from the river. Excavated material will be disposed of in an acceptable manner. New cut slopes will be contoured, topsoiled and revegetated. Accidents at this location typically involve vehicles leaving thE! roadway due to excessive speed for the curve . Records show approximately equal numbers of up- canyon vehicle accidents as down-canyon vehicle accidents. A speed which is apparently safe for down- canyon (as well as for up canyon) vehicles is too great, in some cases, to safely negotiate this curve. Therefore, flattening the curve should lead to a reduction of accidents rather than encour'aging faster trave ling sp~~eds. An amendment to the Forest Plan for visual resources will be required �-4- b. China Row Picnic Area (Milepost 394.4). Accor'ding to Forest Service recommendations, this area will not be maintained as a picnic ground, and access fl~om the highway will not be provided. c. Replace Burnt Bridge (Milepost 385.5) with a new single span structure on the same alignment. Structure width shall be 30 feet (four feet wider than the approaching roadway). A detour is required as the present bridge must be entirely r'emoved before a new structure can be constructed. A detour and temporary bridge will be placed i~nediately downstream of the present bridge. Vegetation removal and river bank modification are required. The temporary bridge will be single-span, creating minimal impact upon the river. The detour will allow two-way traHic at a 15 mph design speed if extreme excavation and grading are not required. otherwise, a single lane between with adequate traffic control devices will be provided. Following construction, all contours and vegetation will be re-established. An amendment to the Forest plan for visual resources will be required. This element also impacts the riparian and acquatic environments. Appropriate changes to the Forest plan will be necessary. d. A grade increase of three feet will be constructed at Logan Cave (Milepost 386.2) for a length of 1,000 feet. The grade elevation wi 11 allow the roadway to move toward the mountain several feet and help to somewhat flatten Curve 22 (26 0 ). The river bank will be protected with large ripr'ap and revegetated as appropriate. An amendment to the Forest plan for work on the river bank will be necessary. Separate walkway and pedestrian facilities to Logan Cave will not be a part of the proposed alternative at the request of the Forest Service. e. Replace Cottonwood Creek culvert (Milepost 386.4) on the same alignment. A detour is not required as the new culvert can be placed one-half at a time. An amendment to the Forest Plan for visual resources will be required. �-5- f. Raise roadway elevation in the area of Milepost 386.6 for 500 feet to a maximum amount of 18 inches. This action is to eliminate occasional flooding of the roadway created during freezing conditions of the river or other high-water events. An amendment to the Fore8t Plan for visual resources will be required. Other features of the parkway section are as follows: a. Parking turnouts will be placed wherever possible to attain at least three parking stalls with adequate sight distance and tapers. Exact locations will be determined during final design and in conjunction with Fore8t Service recommendations. b. Habitat of endangered or protected species in this section wil l not be affected by this proposal .. c. Placement of concrete curb and gutter, or gutter only, along one or both sides of the roadway in portions of the entire length of the parkway section. Curb and gutter placement will be a subject of final design and the location will be evaluated and care fully considered with respect to impacts on the following highway factors: 1. Roadside drainage channels. 2. Maintenance operations, including snowplowing, removal of talus (waste) material, and other activities (sweeping, painting, etc.) 3. Protection of roadside hazards. 4. Access requirements. d. Certain effects may occur if curb and gutter is c6nstructed as li sted be low: . 1. Delineation of roadside edge, and vegetation could grow to the curb. 2. Control of access. Vehicles could only park off the roadway in des ignated areas and access campgrounds in selected locations. �-6-· 3. Wider Roadway. Approximately 1 to 2 feet could be gained by placing the curb and gutter in the present gravel shoulder. This is necessary to provide an equivalent lane width due to the proximity of the curb and gutter. Some minor fill may be required to create grade to maintain a constant roadway width. 4. Roadway drainage. Discharge from curb and gutter catch basins into wetland areas will be preferred over direct discharge into the river. Good outfall design will be required. 2. Section 18: Construction of a 34-foot roadway section (except as modified by a passing lane) from Milepost 387.47 to end of Middle Canyon Section, Milepost 391.6. Length - 4.13 miles. Design speed 35 mph, maximum degree of curve - 15 0 30'. Clear zone requirement - 18 feet. Milepost 387.47 marks the beginning of a transition from the 26-foot of Section iA width to a 40-foot roadway of section 2. For down canyon traffic section 18 will prepare drivers after leaving the 50 mph design speed of section 2 for the 35 mph Parkway section (section 1A). Traffic moving in both directions will travel a variable width roadway through the heavily vegetated and very scenic area of section iA to the less vegetated terrain of section 2 or visa versa. Section 18 limits were defined as an area which could absorb more impact of roadway widening with less negative affect than section 1A. However, a 40-foot section with 50 mph design speed would cause impacts greater than could be tolerated in this section. An amendment to the Forest plan will be required on all widened areas on National Forest Lands with respect to visual and wetland resources. Features of this section include the following: a. Flatten Curve #33 (Milepost 387.7) to 80 by removing rock material and creating a new cut. The existing roadway cut can be partially backfilled and revegetated when the new alignment is put in service. This curve together with site (b) below are high-accident locations . An amendment to the Forest plan for visual resources will be required. �-7- b. Replace Lower Twin Bridge (Milepost 387.76) on new alignment immediately upstream of the present bridge clearspanning the river. The present bridge will remain in service until the new structure is completed. The new structure will be 47 feet wide to provide for a passing lane as described below. The present structure will be removed when the new structure is placed in service. An amendment to the Forest plan will be required in respect to visual, aquatic and riparian resources. c. Construct a passing lane from Milepost 387.5 to Milepost 388.4, including transitions to and from the new 34 foot roadway width. This section is through the "Dugway" section. Roadway width will consist of three 12-foot lanes, one 5-foot downhill shoulder and one 2-foot uphill shoulder for a total width of 43 feet of paved width. ~etaining walls are required. Walls will be aesthetically compatible with the canyon topography and of a variable height. Wall locations may be entirely uphill or entirely downhill of the present roadway, or a combination of both, as deemed appropriate, from an engineering and geotechnical analysis. Impact upon the acquatic or riparian environment will not be permitted. An amendment to the Forest plan for visual resources will be required. d. Flatten Curve #35 (Milepost 388.11) from 16 0 to 15°-30' for a 35 mph design speed, which requires a very minor realignment. e. Flatten Curve #37 (Milepost 388.5) from 19 0 to 15°-30' by creating a new excavation into the mountain. Design, construction and mitigation will be similar to Curve #33. An amendment to the Forest plan for visual resource~ will be required. f. Replace Upper Twin Bridge (Milepost 388.76) on new alignment immediately downstream of, and 10 feet higher than, the existing bridge. This site is a high-accident location. The present bridge and roadway will serve as a one-lane detour during construction. Embankment mat~rial used to obtain an elevation increase and abutment footing will be placed onto the down canyon lane and retained from spilling onto the up--canyon lane by a concrete barrier 30" high. Thi s concept provides the following: �-8- 1. Minimum shift of roadway alignment. 2. Attainment of higher structure elevation, improving wintertime maintenance. 3. Accommodation of traffic through the work zone. 4. No realignment or filling into the river channel. When the new alignment is completed, the remaining unused roadway will be backfilled, regraded, and revegetated to an original condition. Most, if not all, of the present structure will be removed, dependant on any portions being required to support new embankment materials. Some tree removal downstream of the present structure will be required. Tree removal will be held to a minimum and a retaining wall will be constructed if substantial tree savings can be realized. An amendment to the Forest plan will be required with respect to the visual, aquatic and riparian environment. g. Flatten Curves #39 and #40 (Milepost 388.8) to 15 0 . Curve #39 may be flattened to less than 15 0 , depending on how the realignment of Upper Twin Bridge is designed. An amendment to the Forest plan for visual resources will be required. h. Temple Fork Intersection (Milepost 389.2). Improve Temple Fork Road intersection by n~grading access road to a maximum grade of 2%. This intersection will be modified to provide maximum safety of access. i. Temple Fork Parking Area (Milepost 389.3). Construct a parking area at Temple Fork between the roadway as realigned in (j) below and the Logan River. The parking area wi 11 be made as large as possible in accordance with Forest Service recommendations and safety of access, without encroaching upon the roadway or the river. An amendment to the Forest plan for visual resources will be required. j. Flatten Curve #43 (Milepost 389.4) from 20 0 to 150 . This realignment will move into the area of shade near Milepost 389.3 (down canyon side of highway). The widening or realignment will not affect, or move closer to, the river. An amendment to the Forest plan for visual resources will be required. �-9- k. Rick Springs Area (Milepost 389.8) - Roadway width of 34 feet will be constructed and the Ricks Springs structure replaced. An al igrllnent shi f't toward, but not impacting the river or riparian area is recommended. Parking areas will be provided. Material will be removed and/or retaining walls constr~cted in accordance with good design practice to provide a maximum parking area. All improvements will be consistent with USFS reco~nendations. This area is recorded as a high-accident location. . An amendment to the Forest plan for visual resources will be required. 1. Flatten Curve #45 (Milepost 390.1) from 16 0 to 15 0 • Maintain existing passing lane from Milepost 390.1 to 390.7 except for the addition of paved shoulders. An amendment to the Forest plan for visual resources will be required. m. Raise roadway elevation in the area of Milepost 390.2 and Milepost 391.1 to a maximum of 18 inches to eliminate occasional flooding of the roadway created during freezing conditions of the river or other high-water events . An amendment to the Forest plan for visual resources will be required. n. The remaining distance to the end of Section One (to Milepost 391.6, or 1.5 miles) will continue to be upgraded to the 34-foot r'oadway width and 35 mph design speed on the present roadway alignment. Areas of soil excavation and backfill are required, and will be mitigated as described in l.a above. An amendment to the Forest plan will be required with respect to visual, and wetland environments . 3. Section 2: Construction of a 4o-foot paved roadway width, except as modified by passing lanes, and 50 mph design speed from the beginning of Section 2 (Milepost 391.6) to the Bear Lake SUl1lmit (Milepost 404 . .,5). 13.15 miles. Maximum degree of curve is 6 0 45'. Clear zone requirement - 22 feet. Milepost 391.9 to 392.0 is a high accident area. In locations where the stream channels are placed in a curvert or otherwise affected, fish passage through the affected segment will be a design consideration . An amendment to the Forest plan will be required on widened areas on National Forest Lands with respect to visual and wetland environments. �-10- a. Construct passing lane from Milepost 391 . 6 to Milepost 393.3, including pavement width tapers, length 1.7 miles. Pavement width will be as in (g) below. An amendment to the Forest plan will be required with respect to visual and wetland environments. b. Construct fencin9 in open range area from the cattle guard near Milepost 391.6 to the Franklin Basin area near Milepost 397.2 along both sides of the roadway. Fence type will be of a double-steel post and barb wire of a design which can be laid down during non-~razing seasons. The fence is laid down by the cattlemen's association to prevent damage due to snow. The fence may be located a distance from the highway to avoid visual detection. c. Tony Grove intersection (Milepost 393.7 - Provide left turn deceleration and storage lane for up-canyon turns into Tony Grove area. An amendment to the Forest plan for visual resources will be required. d. Replace Tony Grove Creek culvert (Milepost 393.8) on original alignment. This is a high- accident location. New crossing will be 4 feet wider than the approach roadway or 44 feet. Appropriate guar'drai I prot~~ction will be provided. An amendment to the Forest Plan will be required with respect to visual, aquatic and riparian environments. e. Bunch Grass Creek Culvert (milepost 394.2). Check culvert for hydl~aulic capacity and structural condition. Provide a culvert which will meet the requirement for fish passage. An amendment to the Forest plan will be required with respect to the visual, aquatic and "riparian environment. f. Replace Red Banks Bridge (Milepost 394.5) on original alignment. Structure width will be 44 feet unless tapers for campground widening run onto bridge. creating need for additional width . Guardrail with appropriate flare rate is required. A detour for traffic and a temporary bridge are necessary. The detour (for tl..,o-way traffic) will be located just downstream of the present crossing. After the new structure is completed the temporary bridge and detour will be removed and the detour alignment restored to original conditions. An amendment to the Forest plan will be required with respect to the visual, aquatic and riparian environment. �-11- g. Red Banks Campground (Milepost 394.6). Improve campground intersection as in (c) above. An amendment to the Forest plan for visual resource s will be required. h. Begin climbing lane at Milepost 394.9. End climbing lane at Milepost 396.5, 1.6 miles. Roadway width wi ll consist of three 12-foot traffic lanes, one 8-foot shoulder (downhill lane) and one 3-foot shoulder (up-canyon direction) Total width is 47 feet. Milepost 394.91 to 395.00 is a high- accident location. An amendment to the Forest plan for visual resources will be required on National Forest land. i. Replace Beaver Creek Structure at Franklin Basin Road (Milepost 396.9) on original alignment. Pavement width transitions will affect total structure width, requiring a minimum width of 58 feet. Guardrail with appropriate flare rate is required. j. Franklin Basin Intersection (Milepost 397.0). Improve this intersection as in (c) . above . This is a high- accident location . The area from Milepost 397.0 to 399.0 is referred to as Beaver Canyon. k. Replace Beaver Creek Structure (Milepost 397.5) Replace on same alignment . New structure width is 44 feet. Guardrail with appropriate flare rate is required. 1. Rechannel Beaver Creek (Milepost 398.1). Relocate 300 feet of creek to up-canyon (easterly) side of highway in original channel as present channel is required for roadway widening. New locations will lengthen the channel and reduce gradient . . Two crossings of the highway will be required. Concrete box culverts or other suitable culvert type will be used. An amendment to the Forest plan will be required on National Forest land with respect to the visual, aquatic and riparian environment. m. Rechannel Beaver Creek (Milepost 398.3). Relocate 700 feet of creek to up- canyon (easterly) side of highway in original channel. Conditions are the same as (1) above. An amendment to Forest plan will be required with respect to the visual, aquatic and riparian environment. �-12n. Rechannel Beaver Creek (Milepost 398.6). Roadway widening will be placed on the up-··canyon (easterly) side of the present roadway to the extent limited by the nearby canyon topography. If sufficient widening cannot be obtained, a portion of Beaver Creek will be placed in a culvert and/or relocated to the west to obtain roadway width. A design consideration will be for fish passage through the culvert. A maximum length of 400 feet of channel could be affected. An amendment to the Forest plan will be required with respect to the visual, aquatic and riparian environment. o. Rechannel Beaver Creek (Milepost 39B.9). Relocate 500 feet of creek to up-canyon (easterly) side of highway. Conditions are the same as in (1) above. An amendment to the Forest plan will be required with respect to the visual, aquatic and riparian environment. p. Replace Amazon Hollow, Stump Hollow and surrounding area drainage box culvert (Milepost 399.6). Widen box culvert to accommodate wider roadway and pavement transitions for the Beaver Mountain road intersection. An additional width of 20 feet from the shoulder lane to the headwall on each side is required to avoid guardrail protection. Generally a better approach is to eliminate a hazard rather than provide protection. An amendment to the Forest plan will be required with respect to the visual and wetland environment. q. Realign and channelize SR- 243 (Beaver Mountain ' Road) intersection (Milepost 399.75). This is a high-accident location. Realign 150 feet of SR-243 to create a conventional right-angled intersection. Provide left lane deceler'ation and storage lane with appropriate tapers. Total length of SR-89 affected is 1500 feet. An amendment to the Forest plan for visual resources will be required. r. Begin climbing lane at Milepost 400. An amendment to the Forest plan for visual resources will be required on National Forest lands. s. Realign through Curve #69 and #70 (Milepost 400 to 400.5). Realign 2700 feet of roadway a maximulll of 1.50 feet from the present alignment to attain 50 mph design speed curves. The portion of the present roadway removed from service will be obliterated, topsoiled and reseeded with natural vegetation. An amendment to the Forest Plan for visual resources will be required on National Forest lands . ... �-13t. Flatten Curve #71 from 80 to 60 30' (Milepost 400.6) to attain design speed. Highway widening f~om Milepost 400 to 402 will be obtained by removing rock material on the up-canyon (noy·therly) side of the present roadway. u. Flatten Curve #76 (Milepost 402.2) from 10 0 to 60 30' to attain design speed. An elevation decrease of at least 4 feet is required to achieve sight distance. The present 1,500 feet vertical curve will be increased to 2,600 feet. An amendment to the Forest plan for visual resources will be required. v. Highway widening from Milepost 402.5 to Milepost 404.7 will be obtained by filling the down canyon (westerly) side of the present roadway. An amendment to the Forest plan for visual resources will be required. w. Flatten Curve #80 (Milepost 404) from 100 to 60 30' to attain design speed. An amendment to the Forest plan for visual resour~es will be required . x. End uphill passing lane from Garden City at Milepost 404.6. End uphill passing lane from Beaver Mountain at Milepost 404.9. Between Milepost 404.6 and 404.9 the maximum roadway width will cDnsist of two 12-foot traffic lanes, two 12-foot climbing lanes, and two 3-foot shoulders; total pavement width of 54 feet. Width transitions are included . An amendment to the Forest plan for visual resources will be required. 4. Section 3A: Bear Lake Summit to Bridgerland Subdivision intersection (Milepost 404.75 to 409.4) 4.6 miles. Design speed 40 mph, maximum degree of curve 11 0 15', nominal roadway width 40 feet, two 12-foot traffic lanes, two 8-foot shoulders. Roadway width with passing lane - 47 feet (three 12-foot traffic lanes, one 8-foot shoulder and one 3-foot shoulder). This section will have a continuous uphill passing lane. Clear zone requirement - 18 feet measured from the traffic line/shoulder line to nearest roadside hazard. Elements of Section 3 are as follows: An amendment to the Forest plan for visual resources will be required on widened areas on National Forest lands. a. Limber Pine Trail Head (Milepost 404.8). Provide single access into parking area. No other specific roadway improvements. Internal modifications will be constructed as recommended by the Forest Service. An amendment to the Forest plan for visual resources will be requ ired. �-14-- b. Flatten Curve #85 (Milepost 405.1) from 23 0 to 110. This action will move the centerline 80 feet and require a new fill secti6n. The existing roadway alignment will be removed and original contour elevations and vegetation restored. Tree and brush removal will be held to a minimum amount, and fill slopes constructed to a slope rate acceptable for revegetation . Retaining walls will be considered in view of economics and tree savings. An amendment to the Forest plan for visual resources will be required . c. Curve #86 (Milepost 405 . 2). Retain present alignment. Roadway widening will be constructed on the downhill slope. Tree removal is required. Retaining walls will be considered as in (b) above. An amendment to the Forest plan for visual resources will be required. d. Sunrise Campground (Milepost 405.5). Provide single access into campground without specific roadway modifications. A left-turn lane from Garden City is not proposed and would require more roadwa.y width in addition to the passing lane of 4 above and be of questionable value. An amendment to the Forest plan for visual resources will be required. e. Bear Lake View area (Milepost 405.5). Provide single access to view area in Curve #88, located to obtain the best sight distance possible. No specific roadway modifications for the access will be provided. Regrade (raise elevation), enlarge and relandscape view area according to Forest Service recommendations . An amendment to the Forest plan for visual resources will be required. f . Flatten Curve #88 (Milepost 405.7) from 18 0 to 11 0 to attain design speed. A centerline shift of about 200 feet with accompanying earthwork (excavation) required. The present alignment will be removed and regraded to provide improved access for (e) above. An amendment to the Forest plan for visual resources will be required. g. Flatten Curve #89 (Milepost 405.9) from 20 0 to 11 0 to attain design speed. A centerline shift of about 50 feet is required with accompanying earthwork (fill) required. The present alignment will be removed and original contours and vegetation restored upon completion. An amendment to the Forest plan for visual resources will be required. �-15- h. Flatten Curve #92 (Milepost 406.2) from 20 0 to 11 0 to attain design speed . A .centerline alignment shift of about 70 feet with accompanying earthwork (fill) is required. The present alignment will be removed and original contours and vegetation restored upon completion. An amendment to the Forest plan for visual resources will be required. i. Flatten Curve #94 (Milepost 406.9) from 16 0 to 11 0 to attain design speed. A centerline alignment shift of about 340 feet with accompanying earthwork (some cut and fill) is required. The present alignment will be removed and original contours and vegetation restored upon completion. An amendment to the Forest plan for visual resources will be required. j. Flatten Curve #95 (Milepost 407.2) from 20° to 11 0 to attain design speed. A centerline alignment shift of about 60 feet with accompanying earthwork (fill) is required. The present alignment will be removed and original contours and vegetation restored upon completion . An amendment to the Forest plan for visual resources will be required. k. Stabilize landslide area (Milepost 407.5) . An existing unstable landmass will be stabilized by application of appropriate geotechnical techniques. An amendment to the Forest plan for visual resources will be required on National Forest land . 1. Flatten Curve #98 (Milepost 407 . 9) from 27 0 17' to 11 0 to attain design speed. This area is a high- accident location . A centerline alignment shift of about 670 feet with accompanying earthwork (excavation) is required. Roadway gradient steepens to about 10% in this area as a result of the curve realignment. The present alignment will be removed and original contours and vegetation restored upon completion . m. Highway widening from Milepost 408 to Milepost 408.7 will be obtained by excavating into the downhill (westerly) s ide of the pY'esent roadway . Guardrai 1 protection on the uphill direction will be considered. n. Flatten Curve #101 (Milepost 408.3) from 23 0 to 11 0 to attain design speed. A centerline alignment shift of about 30 feet with accompanying earthwork (fill) is required. Portions of the present alignment will be removed and original conto~rs and vegetation restored upon completion. �-16o . Flatten Curve #102 (Milepost 408.5) from 14 0 to 11 0 to attain design speed. A centerline alignment shift of about 20 feet with accompanying earthwork (excavation) is required. p. Close access to Bridgerland Subdivision (Milepost 408.6) All subdivision access shall be provided as described in (r) below. q . Flatten Curve #103, 104 and 105 (Milepost 408.8) to a single 11 0 foot curve or flatter, depending on the alignment shift of (r) below . Earthwork quantities appear to be minimal. r. Relocate alignment from C~rve #105 to Curve #109 (Milepost 409.4). Also , construct an intersection for the Bridgerline Subdivision with additional pavement widening for protected left and right- turn movements .. This is a high-accident location. The present alignment will be removed and restored to original contour and vegetation. 5. Section 38: Bridgerland Subdivision to Garden City (Milepost 409.4 to 411.75) . Increase design speed to 50 mph, maximum degree of curve 6 0 45', roadway width - 40' (47 feet in passing lane areas.) Clear zone - 22 feet. This alignment will follow an alignment similar to 63 as prepared by the consultant. Roadway widening in this section will consist of approximately equal amounts of cut and fill areas. Guardrail protection will be considered on the downhill side of the roadway. a. Flatten Curve #109 from 80 to 6 0 (Milepost 409 . 7) to attain design speed . Some excavation will be required. b. Flatten Curve #110 (Milepost 409.8) from 100 to 60 to attain design speed. Some fill will be required . c. Flatten Curve #111 (Milepost 410.0) from 12 0 to 60 to attain design speed. Excavation is required. d. Flatten Curve #112 (Milepost 410.1) from 12 0 to 6 0 to attain design speed. Embankment will be required . e. Relocate access at Milepost 410.6 by closing present access and providing a new access from another public street, if possible. If the access cannot be closed, then relocate to an improved location, providing the �• -17best design possible. A combination with the access at Milepost 410.7 may be practicable. The access at Milepost 410.7 will be considered according to the same criteria as the access at Milepost 410.6. f. Begin uphill climbing line at Milepost 410.6. g. Flatten Curve #116 (Milepost 411.2) from aO to 60 to attain design speed. h. Redesign access at Milepost 411.2 to attain the best design possible. i . Redesign end of project intersection with SR-30 at Milepost 411.75. Left and right-turn lanes will be provided. 0169W �ADDITIONS 'ID CONSERVATIONISTS' ALTERNATIVE FUR U. S. 89, FEBRUARY, 1989 The Conservationists' Alternative of August, 1987 was designed to be in agreerrent with the folla.ving staterrent rmde in the Forest Plan for the Wasatch-cache National Forest: standard than exis ting . " "The road will not be raised to a higher This has always been the Conservationis ts' position, and will rermin so. The Conservationists' Alternative was designed to solve specific problems wi th minimal environrrental irrpact. The Agency Al ternati ve set forth in LTanuary, 1989, except where it appears to spare 4 miles of the M iddle Canyon, represents nothing nore than adherence to arbitrary standards, without regard for consequences, whether they be environmental (the proposed channelization of Beaver Creek, for exarrple) or related to safety (the proposed 10% grade in the Rich County section, for exanple). The Agency Alternative atterrpts to raise a facade of improved safety while in rea lity pronoting high speed travel. The Conservationists' Alternative has enphasized that the entire route between Garden City and Logan should be considered as a unit; thus it stresses the safety value of keeping highway speeds as consistent as possible. Alternative says to drivers, in effect, "Speed up." The Agency But the consequences of high-speed traffic entering the Middle Canyon are i gnored. In keeping with the overall philosophy of the 1987 Conservationists' Alternative, we propose the following changes for evaluation: 1. Logan Cave: raise roadbed and nove road away from the river, as per Agency Alternative 2. Mileposts 386.6, 390.2, 391.1: Agency Alternative. of fill.] raise roadbed as described in [Contingent on availability �Adell tions to Conservationists' Alternative for U.S. 89 -- p. 2 These changes are proposed for evaluation in the DEIS; this evaluation will determine whether they will be included in the final al ternati ve we present to the public. The follOtJing corrections need to be entered in our 1987 draft: When treating areas in the Upper Canyon (turning lanes, for exarrple), the reference should be to "B2" rather than "Bl." When treating areas on the Rich County side, the reference should be "B3" rather than nOBl." RICH COUNTY SECTION: The Conservationists' Alternative for the Rich County portion of the route is as follOtJs: Maintain the present alignrrent. Irrprove signing at the Bear Lake Overlook and at milepost 407.9. The rationale for the Conservationists' Alternative in this portion of the route is as follc:ws: safety, aesthetics, and erosion control. The Agency Alternative proposes a high-speed design, thus creating an impetus for unsafe, high speeds over the rerrainder of the route. The Agency Alternative proposes radical grades, as high as 10%, which constitute an obvious safety hazard. The Agency Alternative would leave a rrass of scars over the hillside involved, and would create numerous highly erosive cuts. The Conservationists' Alterna- tive contains none of t.l1ese flaws and works toward inproved safety by inproved signing at areas of potential danger. �\ February 14, 1989 Jack, Steve, Bruce: I propose that we add something like the enclosed to our Environrrentalists' Alternative on US 89. v-7hat do you think? �[DRAFT] Environrrentalists' Alternative for u.s. 89, Logan canyon: Rich County section ----------------------------------------------------------------------------------v propose that the alignrrent of U. S. 89 between Garden City and the ve surrmit of Logan Canyon be kept exactly as it is, and that signing be improved for the scenic turnout near Sunrise campground and the turnout at M ilepost 407.9. Improved signing at 407.9 will make the area safer; relocating the highway 670 feet away on a 10% grade, as the "Agency Alternative" proposes, would increase the danger in this area very considerably. Keeping the same alignrrent for the Rich County section, and improving the signing at points where traffic enters the highway (such as noted above), will help keep speeds rrore uniform throughout the Garden City-to-Logan route, thus improving the safety of the road. Altering the alignrrent on the Rich county section will increase the speed there, thus decreasing the safety, and will have the added negative effect of creating an inconsistency in speed over the whole route. 1iIe consider a high speed highway on the Rich County section to be an unfortunate impetus for higher speeds in the rest of the route. The proposed steepness of the "Agency Alternative" is also a safety hazard, particularly in winter. Keeping the same alignrrent for the the line on the aesthetic damage on the naintain erosion rates at their present leave a nass of scars over the hillside Rich County section would help hold east side of the rrountain, and v;ould level. The "Agency Alternative" v;ould and would create highly erosive cuts. �-- - - - -- To~ , I ..., ",..+~ J~ , "",&, +I..~ ~ c... ill ";,,. s...., Jt. .. ) '~f",7.c./ -I• ....... ~.~.. (.....~ .Iy/.;1-~rl~-'4r;I h.".,'yll. ~*,II>' 14(),r -h ,.t c'fif'1 0+- -It,;,. .ff#"...-I"'~. 1-4 ..... -t.u ,,+ s......i? -- �Conservationists' Alternative for the Logan Canyon Road between Right Fork and Garden City (submitted to UDOT February, 1989) This alternative is designed to solve specific problems with minimal environmental impact. This is in contrast to the Agency Alternative, where the main goal is to increase the highway design speed on all except the 4 miles between Right Fork and Lower Twin Bridge. To make a point-by-point comparison of this alternative with the Agency Alternative, you may obtain a copy of the Agency Alternative from: LynY"1 Zoll i n~1et~ Utah Department of Transportation PO Box i.:::7L~7 Ogden, Utah 84404 399-5'3i:::1 Add additicn'"lal war~Y"liY"l g sigY"1 such as "Nar~r~ow WiY"ldiY"lg Road Next 7 Miles". Tht~oughout the eY"ltit~e t~oute ptlt up specific cI.wve signs with advisory speeds where needed. jC:ldd s i ~V'IS fol'~ S i del'~oads such c.'.\s "R i ~~ht Fot~k 1 / L~ mil e". signs will be needed at Wood Camp, Temple Fork, etc. Cr,~ a 100' paved tapel'~ i l"lt 0 Right FCIl'~k. fc,l'~ -±-lCIst .::i l l u p-caY"IYOl'"1 tl'~affic Simi lal'~ wishiY"lg Plow parking area in the winter. Pave downcanyon pt~eseY"d; from bridge, si gY"ls. Replace Burnt Bridge on spal"l bl'~ i d ge. I~a i se present alignment wi th 28' wide c 1 ei:\'r~- 3' for 1000'; this removes an erratic bend t~oad bed away from the from the road and allows the road to be moved river. Contingent on availability of fill. Prohibit parking on curve. CONSERVATIONISTS' ALTERNATIVE 1 �For cave access, pave two parking areas immediately downcanyon from Cottonwood Creek: one 150' x 20' on the river side, arlothEn~ 100' x 35' (taper~irlg to 20') at the locatiorl of old Cottonwood Creek road. Plow in winter. A/1-',,( / Fot~est vetl uY·lteer~ Serv i ce groups f ' j "5. con s truct t o cave (erd:;r~ arlce. Replace structure on pres ent alignment with 28' Raise roadbed approx. 18" for 500' on availability of fill). wide structure. to avoid flooding (contingent Replace bridge with wide bridge immediately upstream from present bridge. This involves a new cut at the downcanyon edge of the bridge. Rubble could be used to provide a slow-vehicle turnout downcanyon of the bridge. Provide recreational parking at upcanyon edge of the bridge. Notj£= Her~e the A~]erlcy Altet~rlative pr~ oposes a 3 larle br~ idge, a climbing lane nearly a mile long, and the beginning of the wider, straighter, higher design speed highway. Replace \.'Ji th wide clear - span bridge immed i ately downstream of present bridge. Sigrl "NO PASSING". Replace structure on present alignment with 28' Raise r~oadbed appr~ox. 18" to avoid availability of fill. CONSERVAT I ONISTS' ALTERNATIVE 2 wide structure. floodirlg. �mp 3'32 Pave multipurpose turnout on side opposite river, ~9te: plow in winter. Hel"~e the A~~eYlcy Alte?t~native iYlcr~eases the l"~oad width even more, increases the design speed, and begins to add frequent pass i Ylg 1 aYles. Add turning lanes. Replace structure on present alignment with 28' wide structure. Replace str ucture on present alignment with 28' wide structure . Pave multipurpose turnout on river side of road; Replace bl"~idge i.~ pt~eseYlt 1 i gnmeyd; plow in winter . with 28' wide clear-span bl"~idge. Construct climbing lane from milepost 3'35 to cattleguard. Replace bridge on bl°~ i d geM pr-o esent aliqnment with wide clear~-span Replace structure on present alignment with 28' wide structure. Replace structure on present alignment with 28' wide structure. ~§?a y..§?l"~ Mc~!::.!ni ai 1"1 I Ylt er~sec"!! i 01"1 (fI1 P 3'3'3. 75) Add turning lanes. CONSERVATIONISTS' ALTERNATIVE 3 �Construct climbing lane from milepost 401.5 fill) to mp 402.1. (above Amazon Hollow Construct climbing lane from 404.1 to short of Sinks Road. Ret air, pl"~ese'(",t alignment; add improved signing t '-n~r,e:.ut s. Place cli mbing lane sections t '-n~ r, o ut s only where cutti n g would not p . .~oblems. Not~.: c'-n~ve!:-3 a · d .... slol-'J-vehicle cause el"~osie:.r, fe:'l"~ Ol"~ Hel"~e the Ager,cy Altel"~r,ative emphasized speed by l'~ealignir,g curve s and steepening the gradient to up to 10~. They also plan a conti nuous climbing lane . Initially we took no position on modifications to this section because much of it is not on National Forest land. However, the potential for ma ssive erosion problems from the miles of excavation proposed in the Agency Alternative forced us to take this new pe:.!:; it ion. 50 CONSERVATIONISTS' ALTERNATIVE fl, 'J 4 �If Conservationists' Spot Improvement Alternative for Sections 1 and 2, Logan Canyon August, 1987 we consider the most important issues involved here to be safety, scenic values, and ecological integrity. Our alternative is based on the premise that rrodifications which alone or in the aggregate VX)uld appreciably increase traffic speed in the Middle Canyon must be avoided. we relieve that increased speed in this section would be likely to lead to more (and more serious) accidents. The construction involved in increasing the traffic speed would seriously disrupt the scenic values for which this canyon is nationally k.n<:Mn, and VX)uld seriously degrade the ecological integrity of the canyon, particularly in the riparian zone. Our goal is a highway that fits into Logan Canyon with minimal ecological disturbance and maximum safety, rather than a highway that purports to move the greatest number of people through the area at the highest rate of speed. Consistent with this emphasis, we strongly recommend enforcement of speed limits and substantial improvements in signing as an important part of our proposal. As a corollary, changes in the roadway in the Upper Canyon should not re so drastic as to encourage high speeds in that area and thus a possible difficulty of driver adjustment to the lONer speeds of the Middle Canyon. we have identified several gravel turnouts which should re paved, and plowed oonsistently in winter, to aid the Utah Highway Patrol in pulling over speeders and to aid in the passage of the occasional emergency vehicle. �LOCATION RATION ALE PP0P0SFD AcrION IMPAcrS AND PROBLEMS WITH REJEX:TED ALTERNATIVES Right Hand Fork 100' taper from bridge; sign: "Right Fork 1/4" safety curve at 384.0 preliminary sign: winding road next 7 mi."; advisory speed sign; specific curve ootation (no change in alignment) safety visual sensitivity; erosion into river; spoil disposal safety visual sensitivity (6); inpacts on river Haguire Primrose threat to threatened species W ood Camp turoout sign: "Wood Camp 1/4"; and plow parking area in winter Camp, slow veh. turnout 00 change downstream of Burnt Bridge pave present gravel turnout; plow in winter Burnt Bridge widen to 28' on same alignment; clear span structural integrity sign: "dangerous curve"; sign: "no parking" sign: advisory speed; no alignment change safety Logan Cave Cottonwood area: (a) structure law enfo rcement; vista; parking distressed vehicles not applicable not applicable visual sensitivity; damage to river safety widen to 28' on sarre alignment damage to river; visual sensitivity (7) ! (b) parking pave bNo areas: one on visitor access to cave river side downstream \ from structure, 150' X ~O; one on rrountain side at (Old Cottonwood road, 100' X 5', tapering downstream to 100' X 20'. Plow in winter. Forest Service and volunteer groups construct trail to cave entrance. above Cottonwood no alignment change; replace 20 mph advisory sign (386.6) safety damage to river; spoil disposal; visual sensitivity ----------~-+_------------- ----~ ·-·----- ll__·-----------~----- -------+------------- above Cottonwood (387.1) no alignment change safety (avoid speed) erosion from loose ma.terial �PROPOSED AcrION LCCATION beloW Lower Twir Bridge; Lower Twin Bridge R<TIONALE M ove roadway wax. 20' toward river before cun Ie begins; widen existing cut so alignment meets new bridge parallel to present bridge. 28' width; no pier in river I IMPAcrS AND PROBW1S v,lITH ALTERNATIVES ~D I I replacement of bridge wi th least environmental damage, consis- l tent with safety visual impacts; excessive spoil I I I place downstream of above Lower Twin Bridge--slow veh. bridge, where present road goes through cut turnout less cutting; rrore sight distance visual impacts; excessive spoil -----------------;------------------------+---------------------------~------------------------- Dugway climbing l:me N Change o prevent excessive speed damage to river; damage to visual quality - ---------------_._---- --------------+-----------------+----------------- --top of Dugway 1'-0 Change prevent excessive speed damage to visual quality; excessive spoil _ --+------ - --+- - - - - - t - -- -- - --Upper -TWin Bridge widen to 28' on new structural integrity; alignment immediately safety downstream of present bridge. No pier in rive ~_.....-_-==____:::::__;_t_--- ---------- - - - - --r-.---- - .--------'--------f.---------------- - above Upper TwiI Bridge (387.7) damage to visual no change in alignment safety 1 quali ty ; excessive add signs: curve; icy road spoil I I . I Temple Fork intersection advance signing: Fork 1/4" Ricks Spring are,,: (a) bridge 28' on sane alignment (b) alignment (c) parking ~ "TemPl~ add sign: "N Passing" o maintain as is (both sides); add signs: "Ricks Spring 1/4" "Pedestrian Crossing" safety safety safety safety vehicles crossing traffic lanes to park ______________~~-_--------------------1-.------.----------------- .----------------------- "Table 2-5," B-1: bridges and struct ~es 28' maintain uniformity of bridge widths alignments: 1:elow North Sink no change safety encourages excessive speed below M iddle Sin '- :00 change safety encourages excessive speed �PROPOSED Ac:r:'ION lOCATION RAT IO}1ALE JMPACTS AND PROBLEMS WITH REJECTED ALTERNATIVES "Table 2-5," continued: Intersections: ~a) Tony Grove as in B-1 (b) Red Banks 00 (c) Franklin Basin (d) Beaver change insufficient traffic no change no need (wide enough as is) as in B-1 i safety would necessitate 3-lane bridge over Beaver Creek Climbing Lanes: (a) Red Banks tp near Franklin Basin road (b) Stump Add climbing lane from m.p. 395 to cattle guard Add climbing lane from just above Amazon Hollow fill (401.5) to 402.1. Hnlln17 to maintenance shed (c) to surmnit Add climbing lane from 404.1 to short of Sink:: Road I safety; minimize cut; safeguard river and riparian zone Safety problems with high-speed traffic approaching both Red Banks and Franklin Basin turooffs; damage to river and riparian zone safety; minimize cut visual quality damage safety; minimize cut excessive spoil; danger at snowmobile parking area Note: Passing lane ;t end short of surmnit, and there must be .::l", ~'.::lte signing, regarding the transition back tp 2-lane road, to safeguard the Limber Pine 'I~ail turooff. Signs: "Sinks Roa~ 1/4"; "Limber Pine Trail 1,114" Table 2-6: Sunrise LLLP:JLuLnd OVerlook 00 change safety 2 skewed approaches as in B-1 (sign & stripe) multipurt=Ose parking: (a) m.p. 392 pave; plow in winter (on side opp. river) safety (b) Bunchgrass pave; plow in winter (on river side of road) safety added sign: below Ricks Spring "Narrow winding road next 7 mi." safety driver confusion possible �... -.... TRAFFIC ACCIDENTS IN LOGAN CANYON AN ANALYSIS The Utah Department of Transportation (UDOT) asserts the Logan Canyon highway is dangerous, with a significantly higher accident rate than an average Utah highway. This assertion is used as a reason for undertaking highway reconstruction and realignment in the section of the canyon between Right Fork and Ricks Spri'ngs . This assertion, however, i~ in fact not supported by traffic accident and traffic volume data supplled by UDOT, Division of Safety and office of the Engineer for Transportation, respectively. This is analyzed in the following discussion . Data. The number of traffic accidents for any period is easy to obtain and is quite accurate (it comes directly from investigating officers reports). Accident rates, however, are reported on the basis of each million miles of vehicle travel (MVT) and require good estimates of the average daily traffic (ADT) in a particular section of the highway. There is only one perm anent counter in the canyon, located at Card Guard Station, located approximately at mile post 10 in the canyon. Values of ADT for other sections, which differ considerably, are estimated on the basis of temporarary counters, spot checks and extrapolations from the permanent counter (UDOT, e.g., made a check of relative volumes of traffic in the canyon at various locations for one week in June, 1976. Many of their conclusions are based on this inadequate sample). As a result, there is considerable uncertainty (error) in the numbers, an uncertainty that may invalidate in some cases the conclusions based on the data. This caveat must be kept in mind at all times when examining the data. Accident Rates. UDOT has divided the canyon into 7 sections, and reports accident rates for each section as found in table 1 for the 7 year period, 1971-77 inclusive (data from update to "Preliminary Proposals and A lternati ves SR-13 (U. S. 89) Logan to Garden City, UDOT, 1977", provided by Gary Lindley, Project Engineer): Table 1 UDOT Accident Rates 1971-77 1. 2. 3. 4. 5. 6. 7. Section Logan City to Dewitt Campground Dewitt Campground to Right Fork Right Fork to Upper Twin Bridges Upper Twin Bridges to Tony Grove Tony Grove to Beaver Mtn. Road Beawer Mtn. Road to Summit Summit to Garden City distance 4.8 miles 4.3 miles 5.1 miles 5.3 miles 6.1 miles 5.1 miles 7.0 miles average State average, 1971-77, all highways, Accident Rate per MVT 3.40 2.90 6.10 5.80 3.40 2.15 5.00 . 4.1T + 1.52 3.85 It thus appears sections 3 and 4 (the proposed project includes all of section 3 and part of section 4) have a significantly higher accident rate than the state average, and that the distribution of rates is biased towards higher values in these sections. �Our analysis of the data, based on the best ADT figures and a number of consultations with the UDOT Engineer for Transportation, gives lower values for the accident rates in all sections of the canyon for the 6 year period, 1973-78 (table 2): Table 2 Accident Rates in Logan Canyon, 1973-78 Section Accident Rate per MVT l. 1.99 2. 1.64 3. 4.98 4. 5.61 5. 2.60 6. 2.97 7. 5.28 3.56+1.64 average 3.85State average It can be seen the average accident rate in Logan Canyon is slightly lower than the State average. Sections 3 and 4 appear to be higher. This difference, however, is not significant statistically for section 3, as determined by a standard statistical test ( t test, 6 year average vs. state average, 90% (or higher) confidence level), while the difference for section 4 is just barely significant at the 90% confidence level, but not significant at higher levels. It may therefore be concluded section 3 is not significantly more dangerous than the average Utah highway , while the evidence for section 4 is inconclusive. Another statistical test that may be applied measures the significance of a distribution, in this case accident rates by section, vs . an expected frequency if all sections have equal rates. The results of this test (chisquared test)show the distribution of both tables 1 and 2 have a probability between 60-75% of being random: that is, the apparent difference in accident rates by section for the whole canyon has a 60-75% probability of being due to random statistical fluctuation, and not to any real bias in favor of high rates for sections 3 and 4. This test supports the conclusion that the Logan Highway is, in fact, no more dangerous than an average Utah highway . Fatal Accidents. In the period 1971-78 inclusive (8 years) there were 26 fatal accidents in Logan Canyon, distributed as follows (table 3): Table 3 Fatal Accidents Section Number Death Rate per MVT . 174 1 8 .030 2 1 .1A4 3 4 1 . 042 4 5 0 .232 6 4 .339 7 8 Death rates were calculated in the same way as for accident rates in table 2. Combining the death rates for sections 1 and 2 (improved sections) and 3 and 4 (propesed project) gives identical values , 0.105 MVT . Drawing conclusions from such small numbers of data is statistically suspect ; the death rates �for the improved and proposed project sections do suggest that improvement of the highway (sections 1 and 2) does not improve the death rate (sections 3 and 4). If these numbers have any significance, they indicate improving the highway from a 35 mph speed to a 50 mph speed, the relative speed limits on the improved and proposed project sections, has no effect on the death rate. Similar results can be anticipated for sections 3 and 4 if the project is undertaken. Again, any argument based on death rates for the two sections as support for the project is invalid. Conclusions. The results of this analysis of all available data are clear. Logan Canyon highway is not more dangerous than the average Utah highway, assertions to the contrary by UDOTnotwithstanding. Considering the highway is a winding mountainous road, often covered with snow and ice during Winter months in the upper sections, the accident rate is surprisingly low . It would be of interest to compare Logan Canyon with similar highways (Sardine Canyon, Soldier Summit, Little Cottonwood Canyon, e.g.) with respect to accident rates. Similar arguments used by UDOT based on Logan Canyon highway death rates are equally false: improvement of the highway has no effect on death rates. The proposed construction project for sections 3 and 4 cannot be justified as an improvement in safety of a dangerous highway. �Accidents and Traffic Volume in Logan Canyon UDOT asserts a definite relationship exists between the accident rate and volume of traffic in Logan Canyon . Since the volume of traffic becomes quite large on a few weekends in Summer , it is argued by UDOT the highway needs improvement to prevent excessive accident rates during these periods . This assertion may be tested statistically by plotting accident rates by month vs. traffic volume per month (data from UDOT report "Preliminary Proposals and Alternatives, SR 13 (U.S . 89) Logan t~ Garden City , 19771~, p. 23 and p. 41). The coefficient for this plot , r , is a measure of the cor elation be ween accident rates and traffic volume . Such a plot gives r 2 = 0. 37 (r 2 = 1.00 for a 1:1 correlation , and 0 for no correlation; values less than 0.90 are suspect). Clearly, no significant correlation exists between accident rates and traffic volume in Logan Canyon , and such an argument cannot be used by UDOT to justify the project. / " �TRAFFIC FORECASTS FOR LOGAN CANYON HIGHWAY UDOT assumes an exponetial growth rate of 4% annually for traffic volume in Logan Canyon. This growth rate is used as an argument to justify the proposed highway improvement project in sections 3 and 4 (Right Fork to Ricks Springs) of the canyon. An analysis by Dave Schimpf based on UDOT average daily volumes of traffic (ADT) indicates the growth is better expressed by a linear relationship than the exponential relationship used by UDOT, at least through 1975. This gives a significantly lower prediction for traffic volumes than the exponential model . More importantly, however, recent data for 1975-79 indicate traffic volume peaked in 1977, and has in fact declined in both 1978 and through July, 1979 (last data). Clearly, the effects of fuel prices and potential shortages have not been taken into account by UDOT (table 4): Table 4 Changes in ADT, 1978-79 Date 2.4 % decrease from December, 1977 December, 1978 July, 1979 3.0 % decrease from July, 1978 data from Card Guard Station, Logan Canyon. Clearly, in contradiction to the forecasts of UDOT, traffic volume in Logan Canyon has decreased significantly in the last 2 years. If this trend continues, and considering the world petroleum situation this appears probable, future use of the highway will be less than at present, and any argument seeking to justify construction of the proposed project on the basis of projected increases in volume of traffic is invalid. � Text A resource consisting primarily of words for reading. Examples include books, letters, dissertations, poems, newspapers, articles, archives of mailing lists. Note that facsimiles or images of texts are still of the genre Text. Local URL The URL of the local directory containing all assets of the website <a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1746">http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1746</a> Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: <a href="https://library.usu.edu/specol/using/copies.php">https://library.usu.edu/specol/using/copies.php</a> Checksum 1370614751 File Size Size of the file in bytes. 15008196 Bytes Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Alternatives to proposed Logan Canyon construction Description An account of the resource Several alternatives to the proposed construction in Logan Canyon including: concern over the expansion and curve reduction in Logan Canyon, Agency Alternative, Additions to Conservationists' alternative for US 89, Environmentalists' alternative, Conservationists' alternative for Logan Canyon Road between Right Fork and Garden City, Conservationists' spot improvement alternative, traffic accidents in Logan Canyon, and the traffic forecast for Logan Canyon Highway. Creator An entity primarily responsible for making the resource Citizens for the Protection of Logan Canyon Subject The topic of the resource Traffic engineering Roadside improvement--Utah--Logan Canyon Logan Canyon (Utah) Medium The material or physical carrier of the resource. Administrative records Spatial Coverage Spatial characteristics of the resource. Logan (Utah) Logan Canyon (Utah) Cache County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1980-1989 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State University, Merrill-Cazier Library, Special Collections and Archives, MSS 314, Citizens for the Protection of Logan Canyon/Logan Canyon Coalition Papers, 1963-1999 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. View the finding aid for this collection at: <a href="http://nwda.orbiscascade.org/ark:/80444/xv63458">http://nwda.orbiscascade.org/ark:/80444/xv63458</a> Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Special Collections and Archives, phone (435) 797-2663. Is Part Of A related resource in which the described resource is physically or logically included. Highway 89 Digital Collections Type The nature or genre of the resource Text Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context MSS314Bx1Fd2.pdf https://highway89.org/files/original/bb6bb287f3310ace8e9fa9fde41f5018.jpg a62a057cad41b10a6b4e331ea83bd2a1 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource American Autel at 1918 South State Street in Salt Lake City, UT. Description An account of the resource American Autel at 1918 South State Street. Image taken on May 6, 1935. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1935-05-06 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_6-2776-1.jpg Highway 89 Motels Public Accommodations https://highway89.org/files/original/b2eb60b20c7cb44f894afd84be5cc1fb.jpg 7acb18a6f915a4f2c101222a37502664 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource American Legion Post 60 at 5124 South State Street in Murray, UT. Description An account of the resource American Legion Post 60 at 5124 South State Street, built in 1961. Image taken on February 27, 1962. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1962-02-27 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-1474-78a Highway 89 Veterans' Organizations https://highway89.org/files/original/3b35c50e08f5d316abe31d149c82dbf0.pdf 4130eeb856c349f5c5d1e5ef2b76ee72 PDF Text Text -CPLC An analysis of the proposed re-alignment of U.S. 89 in Logan Canyon, Utah. August 20, 1979 Presented to Mr. David Stanley, Mr. Roger Williams, and staff, U.-S. Environmental Protection Agency, Region VIII, Denver, CO. Contents: I. Critique of UDOT traffic forecasts, by Dr. David Schimpf, University of Minnesota at Duluth II. C,ritique of UDOT Safety statements, by Dr. Jack T. Spence, Utah State University III. Commentary on environmental impacts, by. Dr. William Helm, Utah State University IV. Description.of slides/prints of areas to he impacted Enclosures: "Preliminary Proposals and Alternatives," UDOT "Accident Statistics," Officer Leslie Langford, UHP presented by Dianne Siegfreid 765 1/2 'E. Center Logan, UT 84321 801-753-3982 Thomas Lyon 655 Canyon Road Logan, UT 84321 801-752-6571 CitizellS for tile Protection of Logan Canyon �1. 1. 2~ 3. 4. 5• GENERAL SUI1I1ARY Major impact on both environmental and visual quality of canyon. Project contradicts nat'i onal energy concern. 80-9~fo of project requires cutting. (Remark by Project Engineer} "Waste poses a major engineering problem." (Project Engineer) "It'll never be worth as much as we've put into it already." (Project Engineer) TRAFFIC GROWTH FACTORS UDOT uses an unrealistic exponential model. A linear growth model better fits daily traffic data. 'Linear model forecasts lower traffic levels than UDOT's projections Traffic data used by UDOT are limited to one busy section of the highway, yetar~ used to describe whole road. .Need for highway re-alignment not documented by current data. SAFETY FACTORS 1. Suggested danger of Logan Canyon "Section III" is not supported by current data • . 2. A major discrepancy exists between accident rate data and traffic volume. 3. 1977 accident rate figured by Utah Highway Patrol does not agree with UDOT report. 4. 4Statistical significance of accident data used is suspect. ENVIRONMENTAL FACTORS 1. Numerous spills would encroach . into Logan River from pla~ed fills. 2. Silt deposits in river would destroy trout habitat and breeding . cycle. . 3. Loss of riverside vegetation needed by trout for low light intensit; 4. Creation of any culverts would impair spawning success of trout. 5. · Loss of vegetative barrier lessens quality of fishing experience. 6. Major visual impact would result from the cuts planned, especially the two major cuts at the Temple Fork area, which would be, by Project Engineer Gary Lindley's report, 75' and as much as 150' across. �, I. Critique of Traffic Forecasts I The UDOT projects future · traffic levels in the section of canyon highway under discussion with a model which assumes exponential growth ' at 4% per year. Based on the UDOT's average daily traffic data (ADT) for Right Hand Fork, a linear traffic growth model fits the data nearly perfectly (r2 = 0.975). Such a linear model forecasts lower traffic levels in the futur'e than the seemingly unrealis tic exponential model. Average daily traffic at Right Hand Fork after widening of lower canyon: Year ADT , 70 71 72 73 , 74 75 2225 2300 2450 2500 2550 2670 Linear model Number of vehicles/day = -3817 + (86.4'3 x year) We were unable to obtain ADT's from the UDOT for 76,77, or 78; they were said to not be available. ' ,The ADT's reported for Right Hand Fork are actually for the Logan River Bridge just below the section of road in question. Bet~een this bridge and the narrowed roadway is the junction with the Right Hand Fork road, which leads to a youth camp, Forest Service campground, and major hunting and snowmobiling grounds. Our observations on a July weekend afternoon (high volume) suggest that about 5% of the traffic, at the bridge actually comes or goes on this other road. The ADT projections should be scaled down 5% from those based on traffic at , the bridge. In the projections of the OOOT, the Design Hourly Volume (DHV) is not a constant .ratio of the Peak Hourly Volume (PHV) , varying from 1.'22 to 1.40, depending on the year. This needs to be explained. �, • f ~ . Critique, p. 2 In sununa,ry, we reconunend that the Federal Highway Administration not grant permission ' for this project before the need for it is first documented ' via realistic traffic projections. These should embody all recent ADT's (after lower canyon was widened) and a realistic growth model which takes into account the projected availabilitY , of fuel for motor vehicles. Projections for the highway section in question should be 5% less than those at Logan River Bridge. A constant ratio ', of DRV to PHV should be used, and its absolute value justified. These considerations could well postpone the time at which the capacity of the existing alignment (including a new surface on it) would become inadequate. �JI . TRAFFIC ACCIDENTS IN LOGAN CANYON, 1970-77 , The Utah Department of Transportation (UDT) has concluded the unim- _ proved sections of the Logan Canyon highway are especially dangerous. This conclusion has been advanced as one of the major reasons for undertaking an improvement project for section 3 and part of section 4. This conclusion is not supported by an analysis of the currently available ' data. Complete data for the period (70~78) has been requested from UDT but not yet received. The UDT decision is based on data published 'in the report, ' "Preliminary Proposals and Alternatives. SR-13 (US-89) Logan to Garden City," District one Office, Utah Department of Transportation, February, 1977, and some recent updates (included as inserts for the report). In 'addition, an independ~nt studY" "Accident Statistics, Logan Canyon and Rich County, 1976-77" by Utah Highway Patrolman L.D. Langford,. has been made available(included). The following analysis is based on these reports. I. Errors and Discrepencies 1. There is a major discrepencY between the accident rate data presented in the UDT report, graph p. 39 insert, and ·the traffic volume data) ~t-a)phT. . z...J p. 2~. Using the accident rate of 6.1 accidents/million miles for section ' 3 for the period 1970-77 (graph, ,p.39 insert) and the length of section 1 (5.1 miles) the average daily traffic (ADT) may be calculated, given the tcital number of accidents in this section (120): ' ADT .= 120 x 10 6/ 6.1 ~ 365 x 7 = 1509.5 VPD (vehicles per day). From table T-2 of the UDT report (p.28) ADT for section 3 v~ries from 2225 VPO (1970) to 2888 VPD 1977 festimated from 1975 by adding 4% increase per year, as suggested by the UDT). Clearly, the 1509.5 VPD figure does not agree with the data of Table T-2. If, instead of 1509.5 VPD, an average~ figure for the period of 2549 VPO, an accident rate for section 3 may be calculated: Accident rate = 120 x 10 6/ 2549 x 365 x 7 x 5.1 = 3.61 accidents/million mi1eJl~ te f t e sa e Therefore, either the data of table T-2 is wrong, or the accident rates used by UDT in the graph of p.39 insert are ,grossly inflated. If the accident rate for section 3 is, in fact, 3.61, this section ':is not dangerous. Since this section has the highest r~te, when similar calculations are made for the other sections . it appears the Logan Canyon highway is much safer than most roads in Utah. ~~~~~~~~~~~~~ a~h 0~ r~ ~ n~~~ · ~~l . 9~ t t. 2. The accident rate for 1977 calculated from the Langford study is not in agreement with that reported for the same year in the UOT graph (p.39 insert). The Langford report covers a slightly longer section (Zone II) (8.27 miles) and the data must be correct~d slightly for this; this correction, however, has no significant effect on the result. Using the Langford data for Zone II (Right Fork to Cattle Gaurd above Ricks Springs), the accident rate may be calculated (Langford report, p. 16): ~o~~~ accident rate = 4.84 x 10 6/ 365 x 2797.6 (AOT) =4.74 accidents/million miles. Clearly, this is considerably lower than the '7.2 value used by UOT (gtaph p.'39 insert), and gives considerable support to the calculation in 1. above. . ~ L\DOTC-.~\c..\'.l~./\O M\\ ~ . �• • Again, this rate (which is the highest for any Zone of Logan Canyon in the Langford report) indicates Logan Canyon highway is relatively safe. II. Ooubtful and Erroneous Conclusions 1. Using the data of UOT graph, p.39 insert, for accident rates for various sections of the Canyon, the question must be asked whether this distribution . is significant or is it, in fact, simply due to random variation. This question may be answered by a relatively simple statistical test, the chi squared test for normal distribution in a set of data. If there are no differences between sections with respect to accident rates, then all should have the same, or the average for all sections: x = t'xi/n , xi= accident rate for each section, n= number of sections(7). x = 4.107 accidents/million miles chi square (Kl ={(Xi - xi / n-l = 3.390 Using a chi sqare table at 6 degrees of freedom, the critical values of chi square are 2.20 at 90% and3.45 at 75%. The calculated value for the data (3.390) indicates the probability of this distri.bution b.eing random is between 75 and 90~~ . · In other words, the distribution of the graph on p. 39, UOT report indicates there is only a probability of 10-25% of the . apparent differences in accident rates for the various sections being real. The conclusion therefore, that section 3 is significantly more dangerous than section 1 or 2 (already improved) i.s not valid. To base a decision to improve this section on such unlikely probabilities is , at the very least, highly questionable . . 2. On p. 40 of the UOT report, it is stated a definite relationship between volume of traffic and accident experience. This may be tested statistically by plotting the data of the table on p.23 o·{ the report (traffic volume by month) against the data of of the table on p. 41 (accidents by month). It is assumed the traffic volume data distributions for 74-75 are the same as for 71-75 (since all data are normalized to percentage distributlons by month, this assumption seems highly reason. able). Thi~ plot should be a straight line, and the coefficient of determination, r. , for this line, is a measure of the correlation that does in fact exist between the two variables. This calculation from the UOT data gives: . 2 r = 0.37. . 2 2 For ~ 1/1 correlation, r = 1;00, and for no correlation, r = O. Anyth i ng 1esst han abo uto. 9 iss ta tis tic a 11 y sus pect. The act ua1 va 1ue , 0.37, is indicative of a very poor correlation at best. The conclusion that traffic volume and accident rates are correlated must be regarded as quite unlikely. Since this conclusion is used by UOT to justify the project ( wider highway = less congestion by spreading out the traffic of high volume periods = fewer accidents), it appears UOT is grasping at straws in a desparate attempt to rationalize the construction. A better conclusion would be ·that the safest time to travel the canyon is during periods of high volume. ex~sts ,. �The same calculation may be m ade from the data for 1976-77 from the Langford Report, normalized to percent (Langford Report, p.12), assuming the traffic volume distribution used in the UOT ·report applies to 1976-77. The result is: r2 = 0.32 Again, a· poor correlation between traffic volume and accident frequency . is found. ' These results may reflect the fact that 'road condition - in Winter, particularly in the upper canyon (section 3) is more important than traffic volume, a factor not considered in the UOT report. III. Types of Accidents No data is yet available from UOT with respect to type of accident in each section. For 1976~77 from the Langford Report, 33% of the acci~ dents in Zone II (section 3 and part of section 4) resulted in personal injury (PI), while 41 % of the accidents in Zone I (sections 1 and 2, improved) resulted in perspnal injury. This suggests the severity of the accidents in the new sections 1 and 2 is greater than in sections 3 and 4, but more data over a longer period is needed to confirm this. With respect to fatalities and deaths from accidents, the data 1970-77 . are (see insert to UDT report): secti~n~ 1 ~nd 2 settions 3 and 4 Fatalities 5 4 8 4 Deaths In view of the small numbers, no statistical conclusions may be drawn; with respect to fatalities and deaths, however, there is no evidence to indicate the improved sections 1 and · 2 are any safer than the unimproved sections 3. and 4. . IV. Causes of Accidents The single most improtant cause of accidents is speed- traveling too fast for conditions: UDT ,report (insert) 1970-77 47% Langford report 1976-77 63% While the improved sections 1 and 2 were originally designed for 40mph . they ar'e signed for 50 mph. This may account for the higher PI accident rate and rtumbe~ of deaths in the improved sections, V. Further Analysis UDr officials have promised a complete set of accident statistics (avail~ able on computer printout) will be furnished shortly. These statistics, covering the period 1970 - 77 will be analyzed with respect to accident rates, type of accidents, road conditions, and other pertinent factors, and the results will be made available as soon, as possible. �. i. I • : I. I ~ . '! . .... . ,,~J ' \ eVA. • f ",. ~\l.~.)\>')) Y "~ ;'O '-~-""r' \ .t. -<.:r \. ~< .. 1. c. Ii.'\,· \::;:.;,t~).· -<.J "c\, .l( ",J l,,><... \lA it.,j) t (." 'I.' 0' T-2 Table ',' 6'W \l ;i\ ~Il."" A.l.<>J) \.Jt~· t 0'(f )J~<. \ "- . f' , II I J . Year · Right Hand Fork L . Tony Grove Jct . Uv".D ~ L~ ·f·A.,.C. ' ~ Garden SR-243 Rich County Line City 193'7 470 1'97 19/~0 809 338 . 1945 706 295 1950 1195 . 557 1955 1540 77G 1960 1760 1285 1965 1970 1420 1280 765 975 1970 2225 1050 1050 9/~O 960 71 2300 1080 1080 940 72 2450 1230 1230 1070 73 2500 1200 1200 lOllS 1065 74 2550 1560 1560 1075 1100 75 2670 1680 1680 1145 1170 ~ I ,i .. , ' I _ _ _ .... _ _ _ _ , •_ _ _ I •_ _ t, I • _ _ • __ _ w _ ___ . _ . '" _ _ _ _ _ _ _ _ _ _ _ _ _ _ traffic volumes ba sed on the mostrp· ~~babJe growth "rate of .._-. -: ,..- - ,-. _..-. --- .. .. ...-' .-,..-_ ._----_ l~£-,~c.r_-~~~ . ~~j Fi ~llJrcS presented In parenthesis Indicate expected peak hour V01111ll(~ S usinfl c1 peak hour factor of 9:t of the A.D.T., obtained from the graph pre5enteo earlrer showing hourly fluctuations. It should be ernph~5lzed .-- �-I · . J u . . ... I '(J1a I An' I I , .. J �, 8 I 7,t, . I ! Slate Wide Average (FA?) I I /977 / ,,' .2 4 . ,5 3 Section In I ? Logan Canyon 5 4 3 2 6 6 7 • 8':.... J' . . .i . ., .. " . . ',. ;- I. i: ':, '~,;;":' :.,. ' :. ' :\ , :~:.>,: ;:,J1':, ,' "":::,,::! i ' I • I " :; l',~;: ;~?" ;:i:l~{11~~~I~i111!i~!li~~{~'~~!;i Stote Wide' Average (FAP) From /970 TIJrolJgIJ /971' \ ' 1 , �· ;. 1 I / highw~y As one might expect from a with Logan Ca~yonls geometrical con.. figuration, the largest single type ...of accident was running off the highway o~-. !.l.. _~~~y~e. Hitting . another r;'" v~hicle was the next largest category. . they accounted for 69% ~ 0l a 11 accidents on the highway. f . of " ~ .!~.. of Together The apparent cause _ _ , .J Logan Canyon accidents is credited to careless driv.ing, too fast for prevailing condifions. o~ _ driving Recognizing the major cause of these accidents, and in light of numerous accidents encountered in Sections 3, 4, and 7, it is reasonable to place a portion of the blame on the highway itself • . All three sections ~ossess ' similar characteristics - intermittent steep grades, narrow traffic lanes, sma) 1 shoulders, tight curves, and poor sight distance, a combination which will surely induce abrupt speed .changes and increasing the potential , for traffic accidents. Fatalities: . 2 -L 4 _ 5_ 6 _7_ Total 54 Sec t i on 120 117 103 40 112 610 'Tota 1 AccIdents 89 Fata·l Accidents 4 4 0 0 2 3 14 Deaths 7 4 0 0 3 5 20 There ~ere twenty fatalities which occurred along the Logan Canyon high- .way during the·,..seven-year ~tud·; ·-·~~~i-~d)- six in 1973, six in 1974, four in . _ " _ • • ,J _ _ ----- - - ·- - -- O - - . . .. --"' . 1975, one in 1976, and three In 1977. Eighteen of them happened whi Ie attempt- j. ing to negotiate a curve. Alcohol may have been a contributing factor In six . of . the fatal accidents, two ot" which oc'c urred in Section 3, and four in Section 1. , . Costs: ,. (Space for Graph) . " J �_III. EFFECTS OF ROAD BUILDING ON THE LOGAN RIVER Utah , Department of Transportation personnel have stated that they plan to keep the Logan Canyon road as close as possible to the river to minimize the 'size of road cuts. This will probably result in numerous fills encroaching on the river bank and spillin~into ' the river. -These fills contribute silt to the river via runoff during r a in , s to rm s, and b.~ era s ion 0f the s lop e b'y t hPo r i ve r its elf. Bot h types are evident on fills created by previous construction at lower . elevations in the canyon. ~ilt in streams creates several problems for the following reasons. In genera'l" the larger the size of a particle of soil ' or rock, -the higher , the velocity of water flow required to transport it downstream. Conversely, small particles can be transported ~y relatively low 6 velocities (see lower curve in Figure 1). If a silt-sized particle is deposited, because of passing ' into a region of low velocity or because of bein9 added to the stream during a period of low flow, it . will not be picked up again without a velocity of flow above the lower 1i ne . 1ft hepa r tic 1e~ 'Iii tho the r s whi c h we red e po sit ed wit hit, rema i ~ s in position so as to become consolidated, it will take a much hiqher velocity to dislodge it (see upper curve in Figure 1). As can be seen the finest silt and 'clay materials require rather high velocities to dislodge and transport them once they become consolidated. normally in this region the heaviest runoff, and thus most erosion, occurs during the spr, ng. i Streams appear discolored because of the . heavy silt load, but stream velocities are also high because of �• t • ,) - the extra volume of water. ( - Under these conditions silt is most apt to be transported downstream until velocity of water flow decreases ' in a reservoi~ or marsh. The keY .to minimum stream damage due to silt is . the high transport capability of swiftly ·flO\ving water. Durin~ summer and fall volume of stream flow is low, velocity of flow is minimum for the year, and thus transport capability is low. This is also the season of low erosion potential, · with fully leaved trees, shrubs, and grass intercepting rainfall, and a layer of leaf litter protecting the soil surface in or undisturbed areas. nat~ral Summer storms may cause a small increase in stream volume, but do not add silt. Streams remain larg~ ~oad q~ite quantities of clear. cuts tend to be prone to erosion. vegetative cover sparse. ~arge Slopes are steep and . Raindrops from summer storms have a high probability of striking .the soil surface, dislodging particles and .washing '" the~ downhill. Erosion from such areas can be severe. Road construction or any other activity which produces large expanses of bare earth changes the normal pattern of erosion and transnort of silt. The change adds silt to streams . at the worst possible time, during · low flow periods . . Large, relatively bare slopes \vhich result frolll the type of construction being proposed are the s00rce of too much silt to be ' intercepted and retained by a narrow strip of vegetated land between road and river. If large fills are necessary a broad zone should be left between road and river, but this forces the road into the mountainside, creating additional problems. Much of the bottom of trout streams is gravel or stones. Invertebrates, upon which the - - - . - .-~.~ fis~ -~-- feed, reside not only upon the upper "- ~~- ~.- - -.-.-~'--"-- �· ~ .. - 3- surface of the bottom but well distributed in the spaces between stones _, tO ,depths of sev~ral inches. Young fish~ shortly after hatching, will seek shelter beneath and between stones on the bottom. Fish eggs are deposited in shallow nests scooped into gravel bottoms, and covered with _ ,gravel from upstream. - Hhere silt has been deposited the spaces between stones are filled, greatly decreasing the supply of food for trout. Hiding and resting places, for small fish are also decreased. Silt in -gravel decreases -the flow of water through the gravel.' Trout eggs require a water. supply of oxygen, available only _ from flowing .. Mortalities of 95-100 percent are to be expected when water con~tant flow through gravel is impeded by silt deposits. As pointed out above silt deposited during SUMner may become consolidated, resisting removal by all but the highest velocity of flow. -Such high velocities ,are not normally found prior to brown trout srawning season in the fall. -, Another effect of fills encroaching into the river is the destruction of pools. ' Trout require , areas of low velocity flows for resting, _and pools next to the stream bank are particularly desirable. Such pools are frequent~y filled in when ~oad - fills encroach on a river. A particularly damaging effect of fill encroachment is the elimination of vegetation which hangs over the river. provides shade, especially in trout can rest. area~ v~getation of low velocity currents, where Brown trout require low currents for resting areas. This li~ht intensities and slow In shallovJ rivers, such as the logan" low light intensities are usually found along banks with abundant vegetation , hanging over the water. Elimination of such vegetation will greatly decrease the number of brown trout inhabiting the area. �-~ - There is a prorosal to change the location of the road in the vicinity of Logan Cave by cutting into the mountainside across the river from the present road, crossing the river for a very short distance, and returning to the old roadbed. This will 'require an oblique crossin0 of the river. ' If such a crossing is accomplished by ' installing a cul,vert, such a long tunnel may create an impediment to fish movement during spawning seasons. Finally, denuding the area between the stream and road by filling to or very nearly tQ the river creates an undesirable condition for fishermen ,. One of the reasons for fishing is to get away from the hustle and bustle of the working world, and seek solitud~ and quiet. Without a vegetative ' barrier between the river and the road, fishermen are exposed to the sight and sound of passing traffic. This converts fishing from an experience in the wild, to a noisy session next to the highway. From the standpoint of erosive slopes, s,iltation of the river and scenic considerations, a, wide roadbed is not acceptable in this canyon. �- - ----_ _. .--.-.. {, , "? 0 - I • !\ ... . --. '- r •• ~ .. • . , , ~ ..... ~ \) A ~ ...• .... . .. '- ~ Q ..... . •• .. --- [ . E ) - .. • ~ . c •• • ." ... ., -- ' Q • ... ""I " - .X' \..u • \.to- ." w,,' }~ :l -.. .. . - • 4 ~ ~. \J E ~ ~ 0 a () '- .:J~$/~~ C) :\-- ~ l' ~ --"' . ...&...J " " ..- • '" \lJ ) )- , -. () 0 ~J~'''I'''' - 0 �IV. Description of prints showing ' areas to be impacted: 1. 2. ~ 4. 5A. 5B. Just downstream of China Row, looking eastward. This is the first proposed cut of any size. China Row picnic area, looking eastward. Proposed cut would take most of the trees in the photo, then go through a ridge just visible at curve of road in photo. Wood Camp Hollow, . looking northwards. Site of District Ranger's proposed ' road and campground, and thus site of waste from cuts on the proposed re-alignment. Ridge in background is part of Mt. Naomi Wilderness Study Area (RARE I,. RARE II); entire Wood Camp Hollow has been proposed for addition to the WSA by local conservationists. Present trail in Wood Camp Hollow, where the proposed Forest Service road would go. At Logan Cave, looking westward downstream. First bridge of proposed re-alignment would cross Logan River just downstream of curve, then highway· would cut hillside on left before recrossing river. Slightly upstream of Logan Cave, looking downstr. am; photo shows e proposed alignment cutting 'hillside and bridging Logan River. 6. Slightly upstream of Cottonwood Creek, looking downstream at proposed cut.' 'Ridge to be cut is first ridge east of Cottonwood Creek. 7· Between cottonwood and Lower Twin Bridge; cut is near to base of cliffs; similar cut slightly upstream was not photographed. $. Unstable rock face in cut at Lower Twin Bridge. would eliminate visible cliff. Re-alignment 9. ' Lower . Twin Bridge, looking downstream, showing cut of rock .face and proposed w~dening of high bridge. 10. & 11. Dugway between the Twin Bridges. Re-alignment proposed here is a widening, supported by a retaining way the length of the dugway, standing on the .steep talus. 12 •. Unstableroc'k face at .upper end of Dugway, to be eliminated in proposed re-alignment. 13. ' 14. 15. Looking upstream (eastwards) at ridge just east of Upper Twin Bridge. Photo shows jundtion of Temple Fork road and US 89; looking northward. Proposed alignment goes through ridge at left (seen from downstream in photo # 13) with 75' deep cut, bridges Logan River slightly upstream of junction of two roads visible, then cuts ridge to the right. Looking downstream from hill above Ricks Spring. Photo shows both ridges to be cut. Proposed re-alignment is now on opposite side of Logan River from present highway, thus necessitating another bridge upstream of Ricks Spring. � Text A resource consisting primarily of words for reading. Examples include books, letters, dissertations, poems, newspapers, articles, archives of mailing lists. Note that facsimiles or images of texts are still of the genre Text. Local URL The URL of the local directory containing all assets of the website <a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/118">http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/118</a> Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: <a href="https://library.usu.edu/specol/using/copies.php">https://library.usu.edu/specol/using/copies.php</a> Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Utah State University, Merrill-Cazier Library Date Digital Record the date the item was digitized. 2013 Conversion Specs Scanned by Utah State University, Merrill-Cazier Library using Epson Expression 10000 scanner. Checksum 680766323 File Size Size of the file in bytes. 11450424 Bytes Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource An analysis of the proposed re-alignment of U.S. 89 in Logan Canyon, Utah. Description An account of the resource A Citizens for the Protection of Logan Canyon analysis of the proposed re-alignment of U.S. 89 in Logan Canyon. Critique of UDOT traffic forecasts by Dr. David Schmipf, Critique of UDOT safety statements by Dr. Jack T. Spence, and a commentary on enviromental impacts by Dr. William Helm. Included with a general summary, traffic growth factors, safety factors, effects on the road building on the Logan River, and traffic accidents in Logan Canyon from 1970-1977. Creator An entity primarily responsible for making the resource Schmipf, David Contributor An entity responsible for making contributions to the resource Spence, Jack Helm, William Subject The topic of the resource Traffic engineering Roadside improvement--Utah--Logan Canyon Logan Canyon (Utah) Medium The material or physical carrier of the resource. Administrative records Date A point or period of time associated with an event in the lifecycle of the resource 1979-08-20 Spatial Coverage Spatial characteristics of the resource. Logan Canyon (Utah) Cache County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 20th century 1970-1979 Language A language of the resource eng Source A related resource from which the described resource is derived Utah State University, Merrill-Cazier Library, Special Collections and Archives, Sierra Club, Utah Chapter Archives, 1972-1986, COLL MSS 148 Series VIII Box 28 Folder 12 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. View the inventory for this collection at: <a href="http://uda-db.orbiscascade.org/findaid/ark:/80444/xv03390">http://uda-db.orbiscascade.org/findaid/ark:/80444/xv03390</a> Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Special Collections and Archives, phone (435) 797-2663. Is Part Of A related resource in which the described resource is physically or logically included. Highway 89 Digital Collections Type The nature or genre of the resource Text Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context MSS148VIIIB28_Fd12_Page_1.pdf Highway 89; https://highway89.org/files/original/d296703931166e2bcec65dc8005fe2b7.pdf 588a1f9c80394c1a7845bf7fb837259e PDF Text Text Qrr.!£.Ii1: 1U.!il!!:i<§' Annual. Board of Directors Leeting 89' era Internatior.al 1Ii3h'\:a.y ... ssociation, I nc. Kanab, Utah; October 13. 1956 Present: President, Ray v. Stmlart; Vice-President, Bentley l:itchell; Secretary-Treasurer, n. G. Bass; Directors, F. H. Sorgatz and '&J.rnett A. Hendryxs and 2x.ecutive Sec retary, l:a.rtin H. Cant\'Jell. The required nojority being :pr esent, the reculD.:t' annual meeting of The Board of Directors l'1aS called. to or der by President Ray V" St ewart a t 9: 00 PM. rinutes of the Special D irectors J':1OVed by Burnett Hendryx and a8 read, Cotion caITied. S8C(.Inded ~ecttng of Ontnber 11th were read. It was ~1. Sorgatz that the minutes be approved by F. Executive Secrct~ Cantwell rend a proposed dr hl"t of a letter to Director Dallas .\. Clinger Dotti'ying him tllat the W:rcm!ng dir""torship had been declared vacant. It Has JWvod by Bontley l.lltchell ani seconded by n. Go Bass that the letter be approved as read. }~otion carried. ltlnutes of the Special Directors lieeting of Ck:t cber 12th \'fero read. It was llOvsd by :J. G. Bass am seconded by Durnott A. l!endryx that the minutes be approved as read. 1.'otion carried. . President StswArt announced that tno contracts betv;een the association am &Kecutive S ecr~ta.ry C.:mtflell \1ould expire with the adjoummant of this annual meeting an::l co.lled for a. discussion pertnining to the :"9'lewal of these contracts . The President expla1ned that contr oct III "'a8 an agreement \U1der the teI'IllS of which the association agreed to retain tho acrvices of llirtin Ho Cantwell under the title of uSxecutlvo Secretary and Diroctor of Public Relations. tI President stewart. explained that Contract /ll contained clauses \U1der which it could be cancelled by either party during its terms Wlder certdn c:ircumstances and in certain proscribed manner. It was also pointed out that Contract #1 contained a olo\1(le ,itioh \;ould perr:dt it to be omended "t """ time tnrougbout tile life thereot by DJJtual cone:ent of bC),Ul ~ic:;. In th.o:! discussion "Ihich follolied Jl it l7as pointed out that the tees and experwe Dllonmce spec1fied in Contr:.ct {,E1 had been fOUI!.d to be inadequate to propc:rly compenent l!! Ca.nt.well far ~rvices rendered and travel expenses inc:urre(i in 'l:£h.lllf of the aC30ciation.. tiro Crur'.:.well .?tatoo that while this "NaB true, he roali:!od that tJ.'le prc:ent f1..ru.ncial status of the association vlould not permit an increnso <!.t tr.is ti.l1e. In view of the fact that the amendment clause in Contract t'l -::o'l1.1d })(~l"l:lit such an increase at a I nter date i f warrantedJl ~. Call'b.'!ell ~:')tad th:tt he ,,~s l;i))jn~ to contizrue hie services to the organization under t:1,C prose. "'~ •.:~to of comp-;:,.nsa.tlon ,11th the under!;tand1ng that he Ttll.l d~vote only suc!, ti.!· to the affair.;: of the association a.B is required under the provisions of ContrJct ),'1 and justificd by the remuneration provided for therein, i f and provided that the Board of Directors :ould .authorize the reoowal of Contr<.lct ,';1 fe r a. .f'1vc>-yenr terr.t... l:r. Contrnct 1/2. was then discussed. President Stewart explained that Cont ract #2 All agreGr.l€nt ':lhich gr.....nted to 1.:. H. Cant.~·/ell ~ C"...<.clusive franchise to est ablish am opera t e as a prlV.ltc business GJ:torprise for profit., an oper ation to be called "'!he Official Tourist Relations fu.reau tor the 89' erB Intertllltional Highway .A~ssoc1ationJl Inc.1T and prohibiting the associa.tion !':rom C<I1lsing or pennitting the use of its nru: e on or in connection with all¥ p.lblicatian, advertising item, promotional device or iliing, upon rA-dch a price is placed or which is to be sold .. either for actual co:~t or for prorit~ to a.tl¥ finn, mdividua.l or org'Ul1zation other than!". H. cantt!ell iUld t..l-te 4fOl'esdd bureau. Presidont Stewart axp4ined that this o:!.greernnt could be also wr.:::ndad at OIlY tir.le by the rutual. cons ent of both p.:ll'ties but tha.t no provision."f were included permittine its cDmellation prior to expiration of its t.E>rm. Cont.r~.'::t ,;2 was rca.d to the body by D irector Fr.mk Sorgatz upon r:-:Cj,ucst in ardor thct all of its provisions .r.dght be discussed. Y1.1.S �and thoroughly underst ood by those pres ent.. lir .. Cantwell requested that thie contract also be r enewed for a five-year period.. He al so pointed out that certain minor changes ndght be necessary and rtquired to clarify some of the provisi ons .. It Vias llOved by Direc tor Bentley U ,tchell that botJ.l contract s be renewed for a term of fiv e years each with certain ninor chanecs being permitt ed which would in no way alter the t erms, but \i1 i ch might better define and carry out the purpose am intent of the agreements.. The notion WIlS seconded by D irector i'I .. G.. Bass and passed by a unanimous vote . '!he folla-ving resolutions were read and acted. upon as noted: ~~~~7,~~s1on of Article IV, Section 10$1 of the by-laws, requires a W'UUlimoua vote of all Director s to effect the pass age of resolutions presented by nail, AND ':.HffiEAS in the past this provision has resulted in t he undue delay in the passage of certain measures, thereby obstruc ting the efficient opera tion and functions of the tssociati on through the fallure of sane Directors to regis ter their vot e y"ithin a r easonable ' time, NQ1.7 'IHJ:REFORE BE IT RESOLVED that ;\rticle IV, Section 10, of the by-laws be amended to rea d as fo llows ~ ARTICLE IV SECTION 10, ACTION aY P~ OLUTION The Board of Directors shall have t he potfer to act in the following nrumer: A resolution in Hriting, signed in such a manner as to indicate approval p by not l ess than a two-thirds majority of all Directors at the time in office, shall be deeoed to be act i on by such Board to the affect therein expressed \"lith the 8aT.lE1 force and effect a s i f the saJ:l.C had been duly passed by the 8ar.te vote at a AYS dul.y convened meeting, PROVIlED IlLW 9 that no negative vote has been registered in opposition to the proposal g and all Directors Vlho fail to r espond to any such roll call vote by mail '"I ithin t en days fran the date of ma i 11 ng shall be deemed a s not voting on the proposal o All stlchreeolutions shall be recorded in the 1Iinute Book of the corpora tion under proper date .. It \"Ias mved by B::lntley H tchell and seconded by Frank V.. So rgatz that i I Resolution No .. 1 be adopted as r ead o Hotion carried o RESOLUTION No, 2 Certain Ilm:mdments to the Articles of Incorpora tion of the 89'ers International Hieh-:-:ay ASSOCiation, Inc o "Were officially adopted at the annual meet i.:.1g of the l":l.eJIlbership on October 12, 1956, AND -:~nREAS the adoption of the aforesaid anendments hns nnde it necessarythat certain portions in the by- la\1S of the associa.tion be runmd ed to conform there./ith , NQ;"l 'IH3REFORE BE IT RESOLVED that Article nIl Section 1 , of the by-laws be aoended to read as follows ~ m{E~.EAS ARTICL:l III SECTION 1 . ANNUAL L llliTINGS. The annual meeting of t h e nernbers of this corporation shall be hel d ciuring the period bet ween September 15 and Noven-!ber 15, inclusive, each year at such place, day and hour as may be prescribed. by the Ibard of Directors, for the purpose of electing directors, and for the transa.ction of any ot h er business that may proper~ come before them" It ·....as roved by Bentley latchell and seconded by i"t. G.. Bass that Resolution l~otion carried .. No. 2 be adopted as r ead.. RESOLUTION No, 3 WHEREt\S certain amendments to the Articles of Incorporation of the 89' era International Highway A SSOCiation, Inc. were offici.al.l.y adopted at the arum.a.l meeting of the membership on October 12, 1956Q , AND ':.1IrREAS t he adopt ion of the aforesaid amendment s haa made i t necessary -2- �that certain portions in the by-laws of the association b e amended to conform there-{dth, ilJ.1 T1-QU!F()RE BE IT R:SOLVED that Article IV, Section 5, of the by-ln1!8 be Blr.Omod as follows: ARTICLE IV Sl!X:TION 5, REXlULAR 11::lTmos. Regular llI!etinga of the Board of Directoro shall be held imnediately following the Annual. lleet ing of the member. of the corporation, at the same place and \7ith no notice to be r equired t o be given of the regular A nnual. l.:eet ing of the Board of Directors o day: ,'r. It "las Jmved by Fronk Sorgatz and seconded by Burnett Hendryx that Resolution No. :3 be adopted as read o lIotion carr:1.ed o ~~~~~rft'DJiElldments t o the Articl es of Incorporation of the $9'ers International Higtll7ay Association, Inc . \'Iera officiallya:lopted at the annual Beat ing of the menbership on October 12, 1956 AND l'!lJ!I'(E).S the .:ldoption of the aforesaid (JJ';1ond r.lent s has roo.de it necessary t hat certain portions in the by-la\'lS of the Assoc iation be amended to confono ther".. 1th, UIT.7 1l1:.llEFORE lIZ IT RF.SOLVilll that Article IV, Section 3, of the lIv-l.ans be amended as follow.: ARTICLE IV Sl!X:TION 3, VJ\CANCTIS. If at any time a vacancy in the Be ard of Directors shall occur, said vacancy lOOJ" be filled by a majority vot.e of the re.minin.g D1rectors p and each Director 80 elected shall hold office until a successor for the unexpired t erm i s elected and qualified at an Annual lleet ing of the Corporation. A vacancy in the office of the Ebard of Directors shall be deemed to have aut omaticnlly occurred by the failure of any Director to personally attend three (3) successive r egul.<lI'ly noticed s pecial m.eeting or the Annuall!ceting of the Board of Dir ectors, unless such absence shall hav e been brought about by reason of the illness of such Dir ectoro It was mved by Frank \'1. Sorgatz ar.cl. seconded by EUrnett Heo:lryx that Resolution Noo 4 be adopted as read" Uotion carried o A disoussion as to ...hat might best be clone in regard to the 'ITreasure TraU l! records follO:-led, and the tailORing ootion lIas t.a.kens It v... =ved lIv n.ntlay J.:l.tchcll om seconded lIv Ibrnett Hendryx that the Ex.ocutlve Secretary be instructed to ,.rite to 6D.ch of tho radio stations ' 1hich had received SOLle of the records from Bernie ',"/j l 1 :i :uU8 on consi grunent e.nd roquest an accounting. Motion carried o It \'iO.S roved by T'I. G. Base an.d sooonded by Frank ',f. Sorgatz that the Directors wwk out sons plan LhGreby the remrlning stock of records on hand could be sold or disposed of in ;1 m.lllnor l'.hich .IQuId return a profit to the association. l!.otio.ll carried 0 The suggestion of the AdVl!rtisins: Cor.ni ttee reported on the convention floor to the effect t.hat the ...ssociation contact vnriouB reliable sign painter s wa.s discussed. It was roved by Ihrnett Hendryx and seconded. by Bentley lli.tchell that each Director assume the responsibility of contacting any available sign painters in his respective area.. lbtion carri ed. '!he recommendation of the Auditing CoJllnittee rro.de on the floor of the convention to the effect that a more effici<mt syst em be ',. orked out pertaining to the p8¥lllent of bills was discussed o It was .roved by Burnett Hendryx and seconded by Bentley lr:l.tchel1 that Treasurer 1'/ .. G. Bass be authorizod to consult a profel!lsional a ccountant on tho na.ttcn-. Motion cu.rr1edo B1lls were presented for items of e:<.pense incurred in connection with the convention and the Director's .:luthorizcd travel expens e. It was moved by Bentley -3- �.- U1tche11 arxI seconded by aunett Hendryx that Secretary- Treasurer Ba•• be authorized to pay all convention expe nse bills 80 presented. Motion carried. ElCecutive Secretary Cantwell reported that the orieil'l31 stock of membership plaqUES was about exhausted and i t va)uld, therefor e, be nec essary to secure the nen membership plaques as D.uthorized at a previous Directors meeting. He also reported a suge6stlon r.ude by various fiEmber s to the effect that a t:all et-siz e member ship c ard bo provided which l/ould carry the elCPiration dote of each member_ ship. Authorization to proceed "ith both projects was gr~nte d by ll'Utual consent without a f oroal llX>tiono 'Ihe recOllDel1dation pertaining to the publis hing of a brochure reported by tbe Advertising Conmittee on the n oor of the convent ion, YJa S discussed. In view of the fact that the PJ.blico.tion of a well- illustrat ed hlg}l\lay guide type of brochure could l.~ll involve an exponditure of several thousand dollars, it l'IlIJ the una.nimoua opinion that the funds necessary to finance a project of this magnitude would have to be secured fioo.Tt1 the sale of actvertlsi.n.e in the brochure. Everyone agreed t hat the puhlica.tion of such a brochure ciurizle th e coming year was an absolute necessity .. The brochure cor.mi.ttee consioti.ng of Bentley t i:1.tchell, Chairman, Sorgatz, Hendryx and Cant well, \',h1ch had been previously appointed by President Stewart at the April 21st, 1956 Directors zooeting w instructed to as proceed. ,'lith the planning and axploration of ways and means o '!he lliving Picture Committee, consi ::;ting of Hendryx, Chairman, and Cantwell, "Ihich h.:ld olao bean appointed at the April Board meeting, was instructed to pro ceed with the securing of fact s and figur es relati ve to the project . Director Hendryx st ated that he TIould inve3tiG~te the possibility of a m1d"rlinter neeting in Ee:xico an" that i f such a project appeared to be practical, he would work up an all-EDtpcnse package deal for the trip f or presentation to the llEmbershipo There being no furth er business, the meeting vias adjourned at 11: 45 P.M. llartin Ho Cantwell Executive Secretar:Y � Text A resource consisting primarily of words for reading. Examples include books, letters, dissertations, poems, newspapers, articles, archives of mailing lists. Note that facsimiles or images of texts are still of the genre Text. Image Height 4190 Image Width Image Width in pixels 2527 Local URL The URL of the local directory containing all assets of the website <a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1006">http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1006</a> Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: <a href="https://library.usu.edu/specol/using/copies.php">https://library.usu.edu/specol/using/copies.php</a> Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Utah State University, Merrill-Cazier Library Date Digital Record the date the item was digitized. 2013 Conversion Specs Scanned by Utah State University, Merrill-Cazier Library using Epson Expression 10000 scanner. Scanning resolution Resolution in DPI 300 Colorspace RGB or Grayscale, for example RGB Checksum 2542143756 Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Annual 89'ers board of directors meeting minutes, October 13, 1956 Description An account of the resource Annual board of directors meeting minutes, October 13, 1956 Creator An entity primarily responsible for making the resource Cantwell, Martin H. Contributor An entity responsible for making contributions to the resource Stewart, Ray V. Subject The topic of the resource Nonprofit organizations Accounts United States Highway 89 Alberta Route 2 Mexico Route 15 Medium The material or physical carrier of the resource. Administrative records Date A point or period of time associated with an event in the lifecycle of the resource 10/13/56 Spatial Coverage Spatial characteristics of the resource. Kanab (Utah) Kane County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1950-1959 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State University, Merrill-Cazier Library, Special Collections and Archives, Edgar Bentley Mitchell Papers, 1950-1959, COLL MSS 322 Box 1 Folder 5 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. View the inventory for this collection at: <a href="http://uda-db.orbiscascade.org/findaid/ark:/80444/xv06356">http://uda-db.orbiscascade.org/findaid/ark:/80444/xv06356</a> Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Special Collections and Archives, phone (435) 797-2663. Is Part Of A related resource in which the described resource is physically or logically included. Highway 89 Digital Collections Type The nature or genre of the resource Text Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context MSS322Bx1Fd5 Highway 89; https://highway89.org/files/original/5aab344d3634f7655550fdfa87e5896c.pdf 7f099836ad910d87ddeb8ff9372ec974 PDF Text Text , • Sept . 23 , 1955 !'lagstaff , iz . Board lieeting Filagste ! f , Ariz . Re y St uart , Pre s . presiding Board M embers }r e s ent- ott Ray W m. W m. 'orrow - Fl ags taff Stuart - W illiams f a l t. - Tucson Bass - W ickenbur g r eport W r ea d • as • Ott ~ o rr ow mov ed t o ~ c ept the treasurers ' r epoDt , 2nd . Bill W l t. a mot i on . LS carried. ~Trea8urer8 1 , • Perki ns t he s ec r etary arriv ed l a t e t o' excutlve board a ccompan ied by 8 guest . M Stewar t ca l led for a c l osed r. and a s a r esult • Per kin s l e f t wi t h the guest and up on • f or deliv ery of seeretarys books , retu81~ 1 W 8 made, and 8 he lef t t he meetin g with the record s and not ac co~tin g fo r incorporate funds . • meet ing s essi on r equ e st M . W lt z moved Secr etary to r eoord t he f act tha t Pres . Ray r a Stewa r t, by phone r ec e ived authori t y of Board M embers for r eemburaement by .88 0. for expenses t oM ontpie l lor , Idaho f or preconventi on rou~dup for M , Ba ss and Mr . Stewart . 2nd by O M r ow, r tt or '. motion c ar r ied . Bil l s present ed to be paid . Otho Booka c o r~ oration a ttorn eys s ubmi tted i t emized ment for ar tic l es of the inc or poration . Sea ls, ec t . Expen ses fo r bu *iness trip to ~uc50n 6~a~e ~ and N ogales t or M . Stewart in connection wi th Annua l M et i ng . Gas , .ct . 27. 65 r e 12 . 0 0 Stamps Printing of notices and env elopes fo r annual me eting 23 .18 Badges 7 .18 Idaho f or Pres . aod Tr ea surer 30 , 000 c opies of 12 page f ol der broc hure ~ on t p ielior , M . W l tz move A to pay bi ll 2nd by Ott r a ~ orrow, 99 . 95 7 U(. , t)o otion Car ri ed . �, ( 2) It has b e en/~~v~ . M orrow and and by Wm . W altz that payment in full be m ade upon delivery of the copies of t he brochures to Mrs. Repony. M otion c arried A bill received by A~ Bass (Tfeasurer of 89 'ers ) Me sa, Ariz. from the Guerrero-Lind s ey Sign Co ., M s a, Ar iZD The ree cords s how payment of this bill was made to Mr. Perkins upon his presentation of said bill t hat he claimed he personally paid. Since the Treasure Trail News has been publi shed very irregJlarly and not at all since July 1955, the board feels t hat DO further subscripti on to the Treasur e Trail News be p aid for. As it was the understanding of the Board Me eting in Sept . of 1954, that the above p ap er would be published m onthly and it has not been so published the above acti on has been taked. M oved by M Waltz ana 2nd. by Ot t M r. orrow to be exc epead, M on carried . oti . Board r ecessed 12 : 45 A. M. until 8 A.M. Sept . 24 , 1955 . fl.""""" M eeting reconveened 8 :15 A. M. Sept 24 1955 . M otion by W Bass To retain l egal services of 1tt . Mangrum m. torepresent 89 'ers Association on lega l m t ers at the Annual at Board M eeting Sept.24, 1955, 2nd by Wm. W altz, M otion carried. By r e a s on of fa ilure of the Sec re t ar y t o a t t end the duly noticed meeting of the Bo a , d of Directors and hi s refusal to subm the record of the minutes of previous meetings a s well it as otherax r ecords to tae board of Directors and because of his f a ilure and refusal t o account to the board ~corporat e funds ef any in his po ss ession, As well as his previous atti tude of non cooperation wi th the Board of Direc tor s, It was moved by W W m. altz and 2nd by Ott Morrow th at John Perkins be remov ed f rom the off ice of Secretary and t he Pres . be directed to demand t he i mmediate sa r render of a ll corporate recor ds i n hi s posses s ion as Secretary of the corpora tion and to r ender a full and comp lete ac counting of any and a ll c o or ate f unds , heretofore c o l lect ed and i n hi s ~ osse ss i on. �, , pon b eing put ~ o a vote by the rresi dent t he Yotion wa s U unaai mou s ly adopted . emberships receied to date have be en approved by the Al l M Board of Directors . ' ot ion m d e to adjourn the meeting was mad e by m. Bass a and s econded by Ott ~ orrow . Yot ion carried . Respectful ly submitt ed Isabel Repony Correspondence Secretary • • • , �Sept . 23 , 1&55 Board \!eeting FlAgstaff Ari zon a Bo~~ ~~obers preaent - Flagstaff Ott Morl~w nay &/owart - W l liams i \'Jm. Wal tz - Tuc son ;"};..: . !h,:':J ~ - '1 1ck onbu , Ueotir-e: '. :allod t.o ordor .:i.t 8: 00 P . !4. by Pra s i dent St ewart Traa.:rurer3 repor t wa a l'Gad. O Morro" mo'vo::l tt •r, (~ rKlns the t .) accept t he Zecre ~~ r eport 85 read , sec;tnded by tir . ilnltz • arrived lnte t o oxecutiv3 BOurd [!ua et. Mr . St ewart called f or a ~~ . Tt' c asurel"'~ clo~od ~e6 t ing ~cc ompanl eJ by a se s sion and r equ e sted t be gues t kimlly l eave. Per kjJl s announced t hat i f t he guest l ef t be would a l so . Tho Pr es i dent stated t hat tbe Board .a~ j n Executtv e se s sion H.Tld 'l. gu_st could not be all owl'd t.o renmin. j.s a r e sult !Jr . Perkins l eft wi th the gu03t &Dd u pon reques t f or dativ e books , r efusal Na.t ~ade by ~r. of the Secret a.rye Perkins, & he l e ft th e Dee ting with the r ecords nd l:.nd. not :l.c counti ng f or in corpor ate fun 8 . Yr . ,ialtz m oved thnt acting Secretary Mrs . I ~ obel Revony r ec ord t he f a ct tha t Pr e s . Ray Ste .otart, by phone rocol v ec. Bu thority of D08l"d !:embcrs f or r ei mbursement of expenses f or himself and M Bas s tJle Treasurer to t he pre-convention r oundup a.t r. tbntpel.i er Bsho. Sec onded by Ot t. ll:arrol'f . a o t.i on c &rri ed . 6illd pr e6ented f or p~m e nt- ;;;''<?Cnses tor businfl s 3 t r i p to Tuc son a nd N ' ogales t or Pre sident in c onnection with Annual ~eetlng Otbo Books , Corporation A ttorney submi tted itemized statemont fo r Articl es of Incor por at ion 27 . 65 200; '0 �l'r1utl ng notice s il.nd el ,velo~5 L~ee t ill.r1" r.ue l f or St.amps 7 .18 (l.(lgel3 llot.pe11ar IJuho t or 1'rOlJ8ur e r fl.nd r r ",!1 ant 700 . 00 Ho rton 1.'o's :.l.W!.e by ii.r . 'J.ut':l to Pl'y bills hIS roud , oo(.-t.nusu by Ott MorNlT . ,A t i OD carried. o o s aco})tled ' y ~ r. \~ .. tz thCft VO}'1I\8D t men'tiouo.J hrochure s bu marie i n ful l on deliver y of all of f or above tIll:' bro,,:,ur,-,~ to j, r~ . nopon,y . '«otion car!'l eJ. a b11.1 re "' 6iV'~l b"r the Tr aeuurer M BU158 from t.htt Guarror o- Lind.Boy 5 1 .>0 Co . r. 1 his pl' ;,Jent.a U QC! of tho bl.ll °l!l . .~ l' r ~a sW" i t wat:! Tr nil r~N8...1 t l'J'.HJ the t th Th& '!'r n:::uro Tra i l .'O'ii then ~t e. prov l0U3 B".f!:. t"d, t1l.!o tin:s <wi . hi ah he Clllr.,!'! papal' ur f Ol' .o"\.!. ' ' l1 a cus ~ :1oH. bo ! ubl1 :J h~~l "!"U,;; been !lIJbl16he Vtil"f !l!.vll t.1f lnJ i (a.t~ be At t be t,1 e t he ,\s 3ccia.ti on J.y . 'i'hl !! t 3 4.Y'.1'l:r; ul u,r ly a ni fl ot not Dtwr; lone . Ilt nil since July. I t. WaG t heT'Gt or m.? 'I'ei by Air • .Ial ta o.r.d em~olHej by ':r. :.!OT't'o"" that no. f u rther j ' at-in.; BOGr ot the ~~b er6 30Cl"~. l'C C on-:oll~d. ilt ;~ :1 5 A.. !J . !)ept . 24 , 1:;55 prooen t Roy ,St~"'''lt'(' ~ .)".t. ~ , .Im. Mr a ~ '')l~['\) W t"in"! t z. BDS:} Isobol 1\8 ""ny E',3 .cUue: e CN tary �Pa;;:e Th r ee Hay Stewart J Presi d ent proal di ug. i:\:e to the c cmHnued absence of tho Cor,a r a t.ion Secre t a r- ;Jr . Perkin s 8_ -t he i illsbility to r ea ch h im. i t was m ove'! by :Jr. Bas s en 1 seconded by { . ';icl.tz t hat r rr.- t tj> ~: A~ ' l'Joc:latio n rotdu .. Csr1 fh mgulU to repre sen t t he As soc i n tion 1n any 1<>:111 l!l:ltt.eJrs br01l{!ht bef or e t he Boar ,1 oeObers called f or 1 1r. )tallf,'.L 'lI ~oetillg' . 9 8 ~e Mr . vm s So pt~ 24, 1955. .!l ~c or~l ing lj' L~eot ing or the A nnual M t:lng of t he ee ~o tlon c srri ed ~ called in l mJ wa s present a t the rom"' i nde r of t '1e Bot.rd He a lso agr eEd to a ttend t h e A nnual !.foot i ng called f or 10 : )C A. M. t hat " ·, "'ni ll;'; . roll" . 1i~ ntr.1.l1 ~':l.s compl ete l y bric f e i on the ac tions of t.h e Sacre t. .... ry Perki ns. By r ea SOll of the in cd.II)O f ail ure of t he SBcr e t,ary t o Btte nd t he J uly not icoJ :Ilee ting of the iloard of ) irac tor3 ani.! hi s 1":.l fu3a l to subrai t t ho r acor o of minut,:H J of prov i ou s m ssti ngs, as we ll ae other r hcoro s to t l18 Boa r 1 01 ~ Oi l' ct.)r:; , 2nd bS(; tlu se of hie f ailure and N ius a l to ac coun t to the B:)a ru f or corpor ate f unJ 5 i f (my in his l'Os se ssion, as well a s hi s previous a ttitude o f non-coL' pe r a tion with t he B(lllr d of o Dir octors, the m tion was made by Iih- . Ife l tz and s e cor..d c d by J r. ,01'1'0.. ~.hat J ohn PorkinB be rer.tovtY.i fr om t he offi ce of 3ccre tery a nd t h11 t. t he n -e al _ent bo di r ec ted t o Jsm!iOd t he immedi a t e s urren:ls !' of all c orpor a t o TlJ.COX- g i n his tOs s c:isi on 11 :':1 ':ec r o tary J of t he Co r por ntion a nd to r ende r a f ul l El nd c omj l ate ac co\JIi U nt of Wly ond t~ll c orpor · t-" f'UJlds , here tofol" c ol 1<;1 0 t ed. and i n hi ::J pos ses a1 on ~ Upon beir~ }JUt t o a '1;.')te by the Pr s d den t t he m t ion ,va s un :;nimous l y ad opt eJ . o All !.1el'llba r shl ps r e c e ive d to da Le ha ve b ee n aI.·prov e.! by t hf:: M on oti a s ruaJe to a.djourn t h e maetir.g oy ill' . ~ et1ng a JlS ~ nI)ri H ~·c.rd . "ujournoJ. n t 1 0 : 4 ::; A. ti . s ec onJ&i. by flr . M r ow. or Rc s r.ac t f u ll.,v :5ubm .Utod Isabol r..epony Ac ting St~ cr ot..ary � Text A resource consisting primarily of words for reading. Examples include books, letters, dissertations, poems, newspapers, articles, archives of mailing lists. Note that facsimiles or images of texts are still of the genre Text. Image Height 3132 Image Width Image Width in pixels 2350 Local URL The URL of the local directory containing all assets of the website <a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1416">http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1416</a> Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: <a href="https://library.usu.edu/specol/using/copies.php">https://library.usu.edu/specol/using/copies.php</a> Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Utah State University, Merrill-Cazier Library Date Digital Record the date the item was digitized. 2013 Conversion Specs Scanned by Utah State University, Merrill-Cazier Library using Epson Expression 10000 scanner. Scanning resolution Resolution in DPI 300 Colorspace RGB or Grayscale, for example Grayscale Checksum 2473768491 Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Annual 89'ers Board of Directors Meeting Minutes, September 23, 1955 Description An account of the resource Annual Board of Directors Meeting Minutes, September 23, 1955 (2 copies). Creator An entity primarily responsible for making the resource Repony, Isabel (acting secretary) Subject The topic of the resource Minutes and proceedings Medium The material or physical carrier of the resource. Administrative records Date A point or period of time associated with an event in the lifecycle of the resource 9/23/55 Spatial Coverage Spatial characteristics of the resource. Flagstaff (Arizona) Coconino County (Arizona) Arizona United States Temporal Coverage Temporal characteristics of the resource. 1950-1959 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State University, Merrill-Cazier Library, Special Collections and Archives, Edgar Bentley Mitchell Papers, 1950-1959, COLL MSS 322 Box 1 Folder 2 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. View the inventory for this collection at: <a href="http://uda-db.orbiscascade.org/findaid/ark:/80444/xv06356">http://uda-db.orbiscascade.org/findaid/ark:/80444/xv06356</a> Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Special Collections and Archives, phone (435) 797-2663. Is Part Of A related resource in which the described resource is physically or logically included. Highway 89 Digital Collections Type The nature or genre of the resource Text Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context MSS322Bx1Fd2 Highway 89; https://highway89.org/files/original/b2c3a538332abff367135aab0df43d8e.jpg e28ff7815673520737c40663385fe5ea Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Apartment building at 851-853 South State Street in Salt Lake City, UT. Description An account of the resource Apartment building located at 851-853 South State Street, built 1910. Image taken circa 1936. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah); Salt Lake County (Utah)--History; Tax Assessment-Utah; Medium The material or physical carrier of the resource. Photographs; Black and white photographs; Date A point or period of time associated with an event in the lifecycle of the resource 1936 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah); State Street (Salt Lake City, Utah); United States; Temporal Coverage Temporal characteristics of the resource. 1930-1939; 20th century; Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Identifier An unambiguous reference to the resource within a given context SLCO_1-99a.jpg Apartment Houses Highway 89 Residences https://highway89.org/files/original/6b894044d8cdcb31e8ebbfd237749f92.jpg 54250a7908e82af254b644f1cc84f10b Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Apartment building at 859 South State Street in Salt Lake City, UT. Description An account of the resource Apartment building located at 859 South State Street, built 1916. Image taken circa 1936. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah); Salt Lake County (Utah)--History; Tax Assessment-Utah; Medium The material or physical carrier of the resource. Photographs; Black and white photographs; Date A point or period of time associated with an event in the lifecycle of the resource 1936 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah); State Street (Salt Lake City, Utah); United States; Temporal Coverage Temporal characteristics of the resource. 1930-1939; 20th century; Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Identifier An unambiguous reference to the resource within a given context SLCO_1-99.jpg Apartment Houses Highway 89 Residences https://highway89.org/files/original/12a3498c5a385b5f6dba543a979a4c1c.jpg ef9ce50dadaaf6fa51c89a2daceafbaf Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2014 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Apartments at 264 North State Street in Salt Lake City, UT. Description An account of the resource Apartments at 264 North State Street. Image taken in the 1970s. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1970-1979 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_5_2715a.jpg Apartment Houses Highway 89 Residences https://highway89.org/files/original/6cc527eab137b4340dd558db144227a9.jpg 377c4f8c1211302cd895d46463aaeeaa Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2014 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Apartments at 268 North State Street in Salt Lake City, UT. Description An account of the resource Apartments at 268 North State Street. Image taken in the 1970s. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1970-1979 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_5_2715b.jpg Apartment Houses Highway 89 Residences https://highway89.org/files/original/82e041aa862e7afefca62d87f1e10128.jpg ccfa08d0e204c81c2cc7a65cbb59928f Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Apollo Theater at 3605 South State Street in South Salt Lake City, UT. Description An account of the resource Apollo Theater showing It’s a Wonderful Life, built in 1946. Image taken on June 9, 1947. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 6/9/1947 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1940-1949 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_16-1791 Highway 89 Motion Picture Theaters https://highway89.org/files/original/28d5c6fcca62fa31b7bd9933795718b1.pdf 74dc32bdda407de4eda6d712100c41f0 PDF Text Text APPLICATION FOR CHARTER Application is hereby made to the 59'era INTERNATIONAL HIGHWAY ASSOCIATION, Inc . for 8 CHARTER granting the establishment and operation of a LOCAL 89'ers CLUB as defined and described herein . Charter to be issued when and if all provisions of the "CHARTER REQUIREMENTS" outlined be low have been met. TERRI'roRY All towns and communi ties on and adjacent to the INTERNATIONAL 89 HIGHWAY SYSTEM BETWEEN and INCLUDING the following points: SOUTH NORTH (Specify town, county line, or definite address on Highway) ~~:------------------------------------------------------NAME The name of the proposed Local Club will be: (choose one) §9.'er CLUB OF (Use name of your The town 8q'ers cum or some phrase describing the area) SEND NECESSARY MA~R~ ro: ________~~--~~----- (PRINT full name and complete mail address) Detatch "APPLICATION" and mail to Executive Secretary at 140 West Second South St., Salt Lake City 1, Utah. Retain "CHARTER REQUIREMENTS" f or your file. ...... CHARTER REQUIREMENTS (1) Any individual or group may apply for a charter on the above specified f orm and may select the Club name and define the territory to be included. (2) Upon receipt of application the Executive Secretary will furnish a list of present members in the prescribed territory, and supply necessary membership material. (3) - A MINIMUM of 25 PAID-UP MEMBERS within the area defined is required before the charter 'Will be issued. Present members to be included in making up the required 25· (4) Application for membership must be on the Association's prescribed form properly filled in, and accompanied by REMITTANCE IN FULL for one year's dues in advance. (5) - Dues in the INTERNATIONAL ASSVCIATION are $15.00 f o r ONE FULL YEAR. Remit the full amount. When and if the Charter is issued, your LOCAL CLUB will receive a REFUND of $5.00 on each NEW member secured and a like a.mount on the ANNUAL RENEWAL of ALL members affiliated therewith. (6) - When chartered, each Local Club will elect local officers and function as a selfgoverned unit under the provisions of a set of BY-LAWS to be prescribed by the parent INTERNATIONAL ASSOCIATION. These by-laws will permit great latitude and freedom of action at l ocal level. 'll1ey will neither "police" nor restrict l ocal activity not in conflict with the established regulations and policies of the parent Corporation. They will, however be designed to standardize procedure and foratall duplication of effort or conflict between local club activities and the over-all projects of the International Association. �N? Con necting MEXICO Rt. U with CANADA Rt. 2 II 2821 ~ Club Prop. Mgr. Check Whic:h Business City County State Other Organizations, POlIltions held, etc. (OPTIONAL) MAKE ALL CHECKS PAYABLE TO THE ASSOCIATION Address All Co mmunicatio ns To 89'ers INTERNATIONAL HIGHWAY ASSOCIATION , Inc. 140 Wesl Second Sou th St. ~ ~ The unders igned hereby applies fo, membership and tenders FIFTEEN DOLL ARS payment in fu ll or dues for one year. (PLEASE PRINT) Mall Ad dress • 0 • u .; • Date APPLICATION FOR MEMBERSHIP Full Name 2821 N? Salt Lake C ity I, U tah ~ 0" ~ ~ 0 + Q. u " " "" .; u •, •S > ~ •• u • £ , u ~ • • S • •u Q • ~ , :2 • • ~ ~ ill ~ ~ < ~ ~ ~ • ~~ ~ d ~ ~ £ < ~ ~ ~ ~ ~ ~ f • • ." ~ ~ 0 ., ~ ..•• , e ~ ~ "• Q ~ • > ~ '" ~ ~ 0 ~ .. 0 ~ • " • ~ .; E ~o "'0 ~~ ~ Ew , t;: a • .2~ ~8. ~Il INSTRU(' TIONS FOR USE " PRINT or TYPE- Double c hec k Initlalll and correct spelling of nMle. FILL ALL SPACES ON BOTH FORMS- Use carbon or PRINT or TYPE duplicat e. IN ALL CASES- Original Application and Receipt Stub (e ntire brown form) mUlIl remain Intact and be lIe nt to AseoclatJon Ofrtce with remittance for duclI attached. INDIVIDUAL MEMBERSHIPS- (l.... rom AI"1!8. in which no AppllcaUon for LoeRI Club C harter hu been made.) R etain ONLY the DUPLICATE RECEIPT STUB as a memo record or your remitance. Mall r cmRlnlng portions of form to Association with re mittance attached. Membership card, when Issued. will be your receipt for dues. LOCAL CLUB CHARTER APPLIED FOR- Membersh ip Committeeman will sign. detach, and give DUPLICATE Receipt Stub t o AppJlcant. Retain DUPLICATE Application blan k ror Club Records. : a!l ONGINAL Applicatio n Blank and M Recei pt stub to Association Office with remittance atta chcd IN FULL ($13.00l. ASIIoclation Treasurer will rerund Local Club one-third thereot when and If Charter is Issued. , �N? Connecting MEXICO Rt. 13 wit h CANADA Rt . 2 2821 2821 N? • " Date • " ~ ~ § APPLICATION FOR MEMBERSHIP The undersigned hereby applies tor membership and tenders FIFTEEN DOLLA RS payment in fu ll of dues for one year. (PLEASE PRINT) Prop. Mv· Mall Address Cheek Which Bus iness Full Name City Cou nty State MAKE ALL CHECKS PAYABLE TO THE ASSOCIATION Address All Communications To 89'ers INTERNATIONAL HIGHWAY ASSOCIATION , Inc. Salt Lake City 1, Ut:ah ~ --------------------------------------------------------- -- ~ a" " ~ ~ • • • • • •2 = ~ ,. ~ ~ ~ " a. 51 ~ u " 15 . ~ ~ ,!I - " • • = ~~ d • • < • > Ii " + e z < U J a e o " 4 ~ ~ 0 " "" Other Orpniutlonl , Positions held, etc. (OPTIONAL) 140 West Second South St. • " • •3 > ":l 8 ~ Club ~ ~ ~ 0 0 z ~~ ~ ~ ~ < , u a o ~ ~ < ~ ~ • ~~ ~ • " • ~ ish •• ~~ ,ti -------------------------------------------------- �BS;n LSY :.l n C:1ZLL , v 1~ E :::!3 R~3 . 0:.:9 ' :':HS loU I CHZL L ~W :'!i: L . 130 1 InJ~ . 8 9 LO;;A7II . u r An �CIlARTZR APFLICATION FOR A LOOAL CLUB on UNIT OF The 89 ' ers International. Highway Associat1on , InD • • •••••• *** ••• *............................*••••••• *••••••••••••••••••••••• All applicationS tor the charterins ot a loosl 89 ' ero Club shall be subject to t he tollowins Regulations. Ally individual, or group cay arlilY to the International Organization tor a Oharter to opera te a local 89 era Club by t illins in the torm below and eubmittins seme , pr operly signed to the Exeoutive Seoretary . hen a ppli oat i on for a Looe.l Club is made , the propos od Olub shall be requi.ed to seoure a minimum quot a of 2; paid up mombars , organize and eleot offioers on or before 60 days fram the dat e ot the Charter ApplIoation in order to earn and reoeive the refund of . ; . 00 per membership as provided for in the Local Olub By- Laws . unless the above haS been aocomplished withi n the prosoribed 60 day period, the Charter Application shall expire , and al l rights snd olaim to any and a ll ac cumulated refunds Bhall be torfeited . Another Oharter Application may be tiled at a future date and any suoh forfeited members hips shall be considered as "old members" , counting towards the required 2; membership quota , but no retunds shall be peyable to the Olub on these momberships until renewal dues are oollected , as provided for, and in the cnnner speoif ied in the Loca1 Olub By- Laws • •••••••••••••••• ** • •••••••• ** •••••••*..................................... Havins read the. abovo Regulat iOns , and the Local Cl ub By- Laws furnished with this Application , ( I ) (.... ) agree to e1l ot the terms and conditions oontained therein , and hereby make application f or the Charterins or a Looal unit ot The 89 ' ors International Highway Association , Inc , To wit : NAlIE : _______....:: ERS ~LUB of the 89 ' ers International. lii gh.IaY 8:.29~·~~_C = Aosociation , Ino . TERRITORY: (North and South Limits) Town , Junotion , or other Address NORTll ON US 89__________T" -_ : ;O Town , Junotion , or other Address SOUTH ON US 89_____________ Including the f ollowing Cities , Town , end Communiti es : , D : ATE C~ttee. Si gnatures and Addreo of indi vidual or ·Organi zntion App~lcation for Charter; makIng this • • \ �1 BY -L AWS Ot All Local Olubs and units Chartered by THE 89 ' ERS INTERNATIONAL HIGHWAY ASSOCIATION , INC. ARTICLE 1 - NAWK The name ot this Local Unit shall be "The,_____________ 89 ' ERS CLUB ot the 89'ers International Highway Assooiation, Inc. ARTICLE ·ll - l(EI{B]'llSHp' Membership in this CLUB shall oonsist ot those persona over 21 years or age , partnerships or oorporations within ths predetermined geographioal area desoribed t he the Charter App11cat1on who have t1rst been aooepted 1nto members h1p ot the Internat10nal Assoo1ation. Memborships shall oonsist ot two olasa1tications being "ACTIVE" and "ASSOCIATE" , and ahall not be transterable . ARTICLE 111 - ANNUAL DUES Annual dues tor eaoh "ACTIVE" member shall be $15.00 , payable in advanoe , and annual dues tor "ASSOCIATE UEIoIBERS" shall be any ot $15.00 to be determined by eaoh such member . SUll! in exoesa No SPCEIAL ASSE96MEN'l'S shall be made upon the momber. ot this olub . ARTI CLE 1 V - TlIlU4 O MEMBERSHIP F The term ot membership shall be for one callender year, renewal dues being due and payable upon the l a st day ot the m onth in wh10h the original membership Tms entered in t he books ot t he Internat10nal Assoo1at 1on . Any momber in detault ot payment ot dues for a period ot more than 60 days shall be fort hwith suspended , without hear1ng , trOll! all privileges ot member sh1p . �2 ARTI CLE V - OVFI CERS apd DI EOTORS SECTION 1 . The Offioer s an~ Di reot or s of this Cl ub shall be eleot ed at tho ANNUAL MEMBERSHIP MEETING. The Officers shall consist of a ane or more Vioe Presidents , Seoret ar y and Treasurer . oft ices may be held by tho oace person. Pre 8 i~ent , TWo or mors orf1cers shall servo f or a t orm ot one year unless sooner resigned or r emoyed . SRCTI O]! 2. The CLUB may, at ita dosoretion also elect a Boord of Direotors to serve in staggered terma. SECTION 3. The Offioers and Direotors sO eleoted ahall constitute an Exeout1ve COJDIIl1ttee to OOMuot the aff airs at the Looal Olub. A majority of the Exeoutive Committee m embere , at the time in offioe shall oonstitute a quorum for the transaot ion of any and ell business . SECTION 4. The Cffioers and Directors at this Looal Club ahall s.e rvs without compensation , but may be reimbursed their aotual expenses i nourred in t ho performance of ~utie8 on the behalf ot the Looal Olub. ARTICLE Vl. - XEETINGS SECTION 1. The ANNUAL MEETING O the membership at this Local Club shall be F hel~ during t he period bot_en AlI6ust 1, and September 15 at each year tor t he purpose ot eleoting Otfioers, ODd the transaotion at other business which may be properly presented. Notice in writing shall be given a ll members in good standing not leas than ten UERl'ING . ~ay8 prior to the ~ate at eaoh ANlI1JAL �SECTION 2. 3 SPECIAL Jo!l!lF.'l'moa or t he .....bereh i p shell be held at such pl aco , dar , and tirDB a s prescril(],d by the Exeoutive Committee , with t hroe daY" notioe be1ng 81 ven to all l!18!1lbers in good otandill8 . ARTICLE Vll - QUORUM and VOTING SEOTION 1 . Those members present at anr duly noticed ANlUAL or SPECIAL neeting shall const! tute a quorum ror the transaction or a~ and all bU8inoS8 . SIOTION 2 . Eaoh JII8IIIber prosent in person at anr AllNUAL or SP OIAL JIIlullbership lIleeting or this LoGal Club shall be entitled to one (1) vote ror his individual lI18J11bership , OR for tho oorporation or partncrship he in person represents . Each corporation or partnership shall have only one vote tor eaah lI18Jllbership oarried . ARTICL!: Vlll - lNDEBTED S LIMIT The highest amount of INDlll3Tl!DNESS or liabil1tr to whiah this Looel Club mar a t n~ tl.Jne subjeot itself shall not bo mors than twice the amount ot mombership -refunds oolleoted during the prior rear: PROVIDED ALWAYS that t his LoGal Club has no right to , and JDar not inourr an)' indebtedness or liabilitr tor or on behalf of the 89 ' ers International B1ghvmr Assooiation, a oorporation. • TIOL!: _ - FUND RAI S mo lX SECTION 1 . The Looal Olub shall have the right to raise funds tor its aotivities by an)' method not in oonfliot with the polioies or the International Assooiation, BUT shall not inorease the dues , nor levy assesamsnts upon its mambers . �SECTION 2 . 4 ALL tunds reoeived by t he Loolll Club trom any s ouroe shall be oxpended under direction ot the Exeout1ve Committee tor t he 901e purpose ot attraot1ng and lolding tourist trade within t he geographioal area 01' t he Local Club . ARTICLE X - INTERNATIONAL CONVENTION Eaoh Looa l Club shall be required to have representllt n present eaoh Annual Internat10nal Convent10n ot t he persnt Asso.,illt10n. t Said repreoentllt10n may oonsist ot one or more or the Ottioers , O other R seleot od delegation. ARTICLE n - CASH REFUND ON !L!!M!lE!lSHl;P DUES COLLECTED SECTION 1 . By virtue ot ita Charter , any Looal Club may eleot' to a ot as an ll8ent tor t he International Assooiation in the matter ot soIling memberships , and the oolleotion ot renewal dues within ita territory. SECTI ON 2 . Loeal Clubs _ aoting as agents , shall reoeive a caah retund ot • .5 . 00 tor s lloh and every new membersh1p sold _ a nd "enewa]. msmberah i p dues oolleoted PROVIDED ALWAYS that the renevml mnmberahip tee is oolleotod end • remitted to t he Aseooiations salt Lake C1ty ortiee w1thin t hirty (30) days from the date said renewal mamberahip tee is due and payable . It is understood thet the Looal Club torteits all olaim to this retund on mamborsh1pa whioh booome more than t hirty days delinquent , and whioh may t hen be oolleoted by an agent 01' the International AS800iation. SECTION 3 . The Exacutive Seoretary or other agent ot tho International Associat1on may Goll01te and sell new memberships within the area 01' any Local. Club, a nd th.. Looa l Club shall r .. oei ve no ossh retund on suoh new memberships until a nd unless the 1.0041 Cl ub oolloots the seoond year ronewal dues . �• 5 ART ICLE n l - STATUS 01 LOCAL CLUBS Loca l Clubs shall be oonsidored in GOOD STAnDING aD long as a llIin1lnum of 25 p aid up mEllIlbers is maintained , and allot the terms and oonditions or these by- laws are compl1ed with . Tha Charter at any Cl ub may be revoked for just cause by a ot ion of the Board of Diroctors of the International Assooiation . ARTICLE nll - GENERAL POLI CY SECTION 1 . Tho full nn.me of the Locel Club &hall be used in ALL advertising done by eeid Club . For Example: nThe Blank 89 ' ers Club of the 89 'ors International Highway Association, Ino . n SECTION 2. Looa l matters and problems shall be referred to a nd disoussed wi th t he Stato Director, who after investiga.tion will reco......nd aotion to the Intornational Assooia tion . BEeTIOl. 3. lIo Club ahall issue an ofUoial sta t ement in the natle or the 89' era to the press on any matter i nvolvi ng other oOJllllunities 01' US 89 in which a differenoe 01' op inion is involvod . Offioia l sta t onts on such oontraversialmatters must be released by the lo cal Dire otor of the Internat ional Assooiat ion . SECTION 4. The Looal Club shall at a ll times COOPERATE with other Looal Uni t s , and wit h the Internat ional Associa tion in the furtheranoe and pr omotion of t he objeoti vea of t h is International Organization. �6 SECTI O 5. N Intormation requested by the EXeoutlvQ Secretary, or any Officer or Direotor of t he Interno.t1onal M sooiation s hall be furnished prOOlptly , and Looal Clubs aro required to advise tho Salt Lake Oftice regarding their projects and aotivities at trequent intervals in order that the International Directors cay be o tacl1liar 1ii1 th the acti vi tiBs of Looal Clubs , and also in order that these notivities cay be given proper publioity in the Assooiation' s Bulletins . ARTICLE XlV - CONFLICTING PROVISIONS SECTIO 1. Any provisions ot these By- laws which may be in oonflict with the Artioles ot Inoorporation OR the By- Laws ot tho International Associat ion shall become null nnd void . SECTION 2 • •\ny provisions oontained in the printed Charter issuod to Local units whioh cay confliot with the provisiono of thase By- laws shnll beoom e nU}l and void . � Text A resource consisting primarily of words for reading. Examples include books, letters, dissertations, poems, newspapers, articles, archives of mailing lists. Note that facsimiles or images of texts are still of the genre Text. Image Height 3254 Image Width Image Width in pixels 2540 Local URL The URL of the local directory containing all assets of the website <a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1596">http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/1596</a> Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: <a href="https://library.usu.edu/specol/using/copies.php">https://library.usu.edu/specol/using/copies.php</a> Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Utah State University, Merrill-Cazier Library Date Digital Record the date the item was digitized. 2013 Conversion Specs Scanned by Utah State University, Merrill-Cazier Library using Epson Expression 10000 scanner. Scanning resolution Resolution in DPI 300 Colorspace RGB or Grayscale, for example RGB Checksum 2227518403 Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Applications for 89'ers charter and membership Description An account of the resource Applications for charter, charter requirements, and membership, by-laws of all local clubs and units chartered by 89'ers International Highway Association. Subject The topic of the resource United States Highway 89 Alberta Route 2 Mexico Route 15 Medium The material or physical carrier of the resource. Administrative records Date A point or period of time associated with an event in the lifecycle of the resource 1950 1951 1952 1953 1954 1955 1956 1957 1958 1959 Spatial Coverage Spatial characteristics of the resource. Salt Lake City (Utah) Salt Lake County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1950-1959 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State University, Merrill-Cazier Library, Special Collections and Archives, Edgar Bentley Mitchell Papers, 1950-1959, COLL MSS 322 Box 1 Folder 16 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. View the inventory for this collection at: <a href="http://uda-db.orbiscascade.org/findaid/ark:/80444/xv06356">http://uda-db.orbiscascade.org/findaid/ark:/80444/xv06356</a> Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Special Collections and Archives, phone (435) 797-2663. Is Part Of A related resource in which the described resource is physically or logically included. Highway 89 Digital Collections Type The nature or genre of the resource Text Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context MSS322Bx1Fd16 Highway 89; https://highway89.org/files/original/fdfdcd6adf7f36a2e9205361ffb82882.pdf d42231376f93baac56bc0501b4903008 PDF Text Text LOGAN CANYON U.S. HIGHWAY 89 AQUATIC RESOURCES TECHNICAL MEMORANDUM Prepared for Utah Department of Transportation Prepared by CH2M HILL Salt Lake City, Utah March 1987 �CONTENTS Introduction Methods Existing Conditions Aquatic Habitat Fisheries Biology Impacts Middle Canyon Upper Canyon Rich County .:W· :n= Mitigation Middle Canyon Upper Canyon Rich County .::' References .::' "~ :::: .:: .. ... .::;;;::::::::. TABLES ': :::::::::::::. 1 Mean Mouth River at the 2 Water Mouth River at the ~It· ~~ Data for the Logan 3 River and Ife:aver./ Cteek o;"" ;;i"~'ent 4 Comparison Optimum Habitat for Regional Trout Streams 5 Logan River Gamefish Life History Periodicity Data 6 Logan River Angling Data 7 Estimated Past, Present, and Future Expenditures by Anglers on the Logan River BOT538/027 ii �INTRODUCTION This technical memorandum describes existing conditions, potential impacts, and possible mitigation measures for aquatic resources affected by proposed improvements to the Logan Canyon Road between Logan and Garden City, Utah. Logan Can- yon is located ln the Wasatch-Cache National Forest in north central Utah. An important component of this scenic canyon is the Logan River, which originates in southeastern Idaho and flows south through Logan Canyon to ~; t: ~:;t~:~nfluence wi th ~~~~~~~~:;~~~;~~~~~~::~~~~P;~:~~::,~,;~~~~;~rf~!!:;:;~~:;~;;; tions, and realigning the ro~a:;::::;::::::::~he:; : p~.:6:p:osed modifications mile~ii\.d;;t:: :~;~: i: : L~:~~:~ River (Right Hand creek-:: : Co.Df~1~ :~~i{~;~r):: : : :~~d about 3.2 miles of could affect about 15. 4 Fork to the Beaver cutoff Figure 1. BOT538/025 1 yes �,... ~,..----~--=-=======~.,....,.-- III1 .DOUBL E TOP 9,872 Sfee~ :E o :> z <t a: o :E W w 1- . :E m...J UCl) CX)<t CI) ~ . -C) I- Z «_ :J..J ~ o c.. ~I IU ~w a:« ~~ w CI) :> a: °0 >CI) _ W z:> 00 a: U i~ _Za: <ta: ~~ CI)«:J u~ 0 Z I.... _ CI) <t<t =," .~O LA. ..J :~j~~~..V·~;~M T GOG ~1"'··~· ~$.. 'In:ll\~~,,· <tz «~ I~ U'/c9 '" >-U w ,,=> a: g~ 9,700 ·~:\';MT. MAGOG ;,W:::~ 9,756 "- 31 31 ~ TOny Grove ) \ ~e .. ~ ~,,\/~ 1 TONY GROVE RANGER SCHOOL CACHE~ ~\~ ~ o -"70 0' es g ,~ .----- . TEMPLE PK. " ~"v.~. '4> l~ ,\\I"~:"\. I 31 ~:::f 9 1 0-:)9 Co ~.. ""C: ~/" J~I~~i' PARALLEL NORTH 6 6 MUD FLAT G,S . I ~ ® t <::> I ~ ~ ' -" /9~.,. _ 1-- r r I ~ LODGE CAMP_ GROUND ~. ~AY~~ %NATIONAL~ ~~~;~ o M u.. to .... N en �METHODS Aquatic resources present in the proposed project area were described and assessed based on a review of pertinent scientific literature, interviews with fish and wildlife agency personnel and other knowledgeable persons, and a site visit. Much of the Logan River and Beaver Creek aquatic resource data are more than 15 years old. However, this was not a problem in describing existing conditions s~~~e the project C. ~ti~b;~ Road was widened 1952 (Dunham, 1963). Data presenteqit~~;1h~;; ;~ 9::9-thered within adj acent to project area boundarie: § ;:~ ~i;:~;: :' NU~'~ ;1;;:6fi~ $. fisheries area has changed little since the Logan in or studies conducted downstream of T~!~;~~/;~;~;~i ; were""" tf6:t referenced in this assessment since they were·"" w~'l'i.i:/~utside the project are a . """"'\",,,:::,,::), Potential impacts determined based on the nature and for the three Rich County), public prQ.]:e 'e ;t ;:. ·:~;t3~·t~i.on~::;':;';(Middle : tf:~fu:: : i' s, ; ~ri; iE~~~ ;i;~!d concerns scoPin~;~ ~i ~ir9.ces~il~ ;l and enh; ~;~d~~ent identified during the from comments provided by the Interdisciplina·i;y.;;~;: .;S ~t.,Jl~Y:/Team. mi tigation and Canyon, Upper Canyon, Where possible, conceptual measures have been identified that would minimize or offset potential project impacts associated with the various improvement alternatives. BOT538/025 3 �EXISTING CONDITIONS AQUATIC HABITAT DISCHARGE The Logan River and Beaver ' Creek watersheds are located in the Bear River Mountains, primarily at elevations above 5,000 feet. Their annual discharges and flQ!wi:: periodicities ., $: h: ~~~ack and snowTheir peak discharges typicallY :i~:;'~:dti~::'i ~ip. the spring, base flow condi tions can occu~:/~:~~: ing ':'£h,;"'itil,ate summer, are strongly influenced by variations in melt. while durilffi5f:: :;~ih~:/~iinter '~ : : : :~'nder d :::dm::: ::::::. flow for the i ':;~:~;;:i;;:;~~;:/:t the mouth of when the snowpack is low, or Logan Canyon is about 24,O::; :;e :1J.bidi:,·:if:~~:{ : : p~r extremely second (cfs), while f,;t: b:~ : : : ~; t. =:Ibp. od1t ;\S35 cfs (Kappesser, 1983). dischar~~~f:'; ;t~O~!::; tb.:.~: !~;!ii b'gan River at the mouth of are.: : :p;:t:~; s :~,'~:t:~.J; ;t~ ,j..n "~:~ble 1. These values provide it reaches bankfull Mean monthly Logan Canyon :::::P:~::~::~,:~,:~~~;g~i~'::~:::::::~:;o:::::::~:::n :;:~:~~::e a third-order stre'~ht:::::~hat has a moderately steep gradient (1.9 percent average grade). It is rated a Class II - High Priority waterway on the Utah Department of Wildlife Resources' (UDWR) Unique Streams List. The Logan River has not been proposed or determined to be a wild and scenic river. 4 �Table 1 MEAN MONTHLY FLOWS (cfs) FOR THE LOGAN RIVER AT THE MOUTH OF LOGAN CANYON (Gage 10109000) Water Year --- Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 170 148 67 134 100 131 96 197 247 228 165 158 126 75 126 107 123 96 175 213 211 156 141 113 77 97 110 89 157 186 182 125 125 105 72 103 101 104 84 141 159 161 123 120 97 75 96 99 99 98 131 147 143 205 128 94 127 104 106 100 256 109 309 187 289 146 535 676 131 131 823 579 541 "d::~29 678 "::/~:::}1'30 308/" :~( 362 255 86 395 191 345 155 170 73 181 136 176 105 260 337 333 170 316 140 65 153 106 153 90 209 246 253 169 267 Mean 153 142 126 205 168 Source: III ~ ~ ~ ~ ~ ~"",;:~~'~ i'i " ~:}~:' ~ ~~ ~n , : ;,:~:;"':,!5, ::':~,~: :,:i!'~H 759 381 U.S. Geological :::i:::~:~~~:~:,~:;,:;:;ii~~!~~~:~,~?i;:~::::~::::~:::~::s::::::gh along the prd':d';~d p;;~j:~~c~:::i: "reach ~: ~inl:thlf:","/i ~" ,n~ Right Hand availab~!~~h:: ":f~:~ " any of these Fork, Rick I data are are Beaver Creek, Temple S Fork. No specific flow tributaries. WATER QUALITY Data for the Logan River (see Table 2) indicate that it is a cold water system (maximum temperatures less than 20°C) with good to excellent water quali ty. Overall, the river has excellent dissolved oxygen concentrations (6.9 to 9.8 mg/L) , low turbidity and suspended solids levels, and relatively low nutrient levels. Results of a bedload transport study conducted by Kappesser in 1983 indicate that suspended sediment levels and turbidities can be expected to increase at 5 �Table 2 WATER QUALITY DATA FOR THE LOGAN RIVER AT THE MOUTH OF LOGAN CANYON Sample Data Parameter 10/1/BO 12/2/80 3/31/81 Temperature (OC) 2.0 7.5 9.4 4.8 0.7 Dissolved Oxygen (mg/L) 9.0 ~i il"~ ~ : ; \",:. 6.9 9.B Specific Conductivity (umhos/cm) 310 345 pH (units) 8.2 Total Suspended Solids (mg/L) Total Cations (mg/L) Total Alkalinity as CaC0 Turbidi ty (.NTU) 3 192 146 204 16~!i/: 66 0.05 14~::,::;'i:;;:"·· .:\:. 144 156 0.5 6.2 206 166 13.6 4.0 8.7 8.7 8.1 5 0.05 69 0.06 56 0.05 1.5 174 148 188 158 3.0 9,/l:::::. 172 179 184 :)' .::F TDS @ 1BOoC (mg/L) 8.1 55 0.02 (mg/L) 3 (mg/L) 8.2 9.8 270 363 5 ... -., 72 Total Phosphorous (mg/L) Total Hardness as CaC0 5 325 8/4/81 8.7 8.4 3.0 6/2/81 0.5 2 .0 ':::. . ·:\;;"<:;[7:..1 196 162 ... T.O.C. (mg/L) C.O.D. (mg/L) Total Anions (mg/L) 1.0 1.8 ... 3.2 20 15 15 15 143 100 11B 107 Nitrate as N (mg/L) 0.25 0.20 0.25 0.21 Nitrite as N (mg/L) 0.05 0.05 0.05 0.05 SOURCE: 1~:.2?,;/":;,: ~~~i:i::;':;': ': ;} 1~: .15 o•05 .:;,;:'. 0 . 05 Utah Department of Health, Bureau of Water Pollution Control, Salt Lake City, Utah. BOT538/028 2. 7 0 . 05 1.0 15 107 0.25 0.05 412 9.0 12/2/81 210 B.3 �flow ~ates greater than 240 cfs_ The only water quality param: ter 'that could potentially present a problem to aquatic e life ~n the Logan River is pH. prote~tion 1986) :. Acceptable pH levels for the of freshwater life range from 6.5 to 9.0 (EPA, There are two instances in the available data (Table 2) where, Logan River pH levels reached or exceeded the upper limit: 9.3 on May 8, 1980, and 9.0 on August 4, 1981. No water quality data are available for Beaver Creek. the geology and land use practices in the B~~yer However, Creek water- shed are similar to the rest of the Logan.:iiii~;~V:i~r basin. fore, Beaver Creek's water quali ty is e 1 :::A::: :::D :A:: Logan River . 0 pt'~bi ~; ly. ": :" :!;': .: '.: ,'i.:'~;." ,:. ' There- similar to """"""';::":,::,;'" :::::"::;:::::::::. :~~~i :~o:: :::a:~:o:::n~::~,:~'~~~,~,~~:~;;~~':'e::~::d a::l ::ea::ail- qe:~;t:~;e.," ~~l! , :th:~y ;i; ;p.ISO consume vegetable matter (seeds, algae ;ii::;",Ji tp':: ~;i (~:: : :: :.;,: Te,~fi ~strial invertebrates (grasshoppers, ' ants, b~:~ti le.: ~:; >;i;i ;c~~ms ·; :':; ; ~ 'tc.) can be an important food source dUJi.d~;~; t~t:: :th;;; ; ; ~;;£.:i.:~1g, summer, and fall, when they fall into the·;1i;~.~~?r f~~!b~; v~:~etation (especially overhanging riparian brush ·:;~h4;; ; ~.+=~.~ ;~) along rivers, lakes, and streams. Aquatic invertebr~; t.; ~~;/:·(maYflies, caddis flies , dragonflies, larvae. To a lesser etc.) are an important fish food source all year, but especially during the winter when terrestrial food sources are lacking. No quantitative data on aquatic invertebrates are available for the Logan River or Beaver Creek. However, good water quality and numerous riffle areas in the river and creek (typi¢ally productive aquatic invertebrate areas) t - suggest that ~quatic invertebrate densities could be relatively high_ , Limit$d observations by UDWR (1972; 1974) 'indicate that the relat+ve densities of Logan River aquatic invertebrates in 7 �the project reach are about 70 percent caddisflies (Trichoptera), 20 percent stoneflies (Plecoptera), and 10 percent mayflies and midges (Ephemeroptera and Diptera). Because it is similar to the Logan River, the relative densities of the Beaver Creek aquatic invertebrate community could be expected to be similar. No data are available on terrestrial invertebrates (that are potential fish food sources) along the project reach. Aquatic invertebrates typically feed on eta ti 0 n ( leave s, t wig s, etc.), car i on etc. ), and other invertebrates. ::~;::~a~e::~~ a.l:g: ~~;i~ decaying veg- C~if~'~ Q:: : :f ;i.:.s h , No .,! (f~f:' · bird s , a;;~ ; ~;:.~\r,p.ilable on sources for aquatiS::;::'~'~'~:,~:~,ebra~~~)"~Sing the FISH HABITAT in the Logan Can- An aquatic habitat yon between DeWitt Hand Fork cOnflU~JlCe;;1 ;,.·'~;fi4: :iif 'h e ':; ~;~ :aver 3. 4 miles Beaver Creek (Adams, 1966). The inventory above:: : :~:fi'~::; :m.~iit~~~ ~: ~:;f,;: was ':!i;~¢rh~ fo i~~J~i~~ Habita~::i i;A:~: ~~ ~ y:!:~fi=l collected at ': ~i li ~'~:f :~e the Right Mountain turnoff, about u. S. Forest Service Region 4 Aquatic procedures. Physical habitat data were intervals along the study reach. Using data on five component categories for a stream (pool measure, pool structure, stream bottom, stream environment, and bank stability) percent optimum fish habitat was estimated for each study site. The five component categories were rated from 0 to 1, with a rating of 1 representing optimal conditions. The five ratings were summed (see Total Points in Table 3), then divided by 5 (the maximum number of total points) conditions. if all component categories exhibited optimal The result was expressed as percent optimum fish habitat for each study site. 8 �Table 3 PERCENT OPTIMUM HABITAT DATA FOR THE LOGAN RIVER (RIGHT HAND FORK TO BEAVER CREEK) AND BEAVER CREEK (MOUTH TO BEAVER MOUNTAIN TURNOFF) Approximate Location Station Number U-S U-6 U-7 U-8 U-9 U-10 U-11 U-12 U-13 U-14 U-15 Right Hand Fork Confluence China Row Campground Approx. 1 mile above China Row Near Logan Cave Approx. 1 mile above Logan Cave Just above Lower Bridge Just below Upper Bridge Just above Temple Fork Just above Rick's Spring Near Bear Hollow Creek Approx. 1 mile below Forestry Field Sta. At Forestry Field Station Just above Tony Grove Just above Red Banks Camp Near mouth of Beaver Creek ~pprox. 1 mile above Beaver Creek Near Beaver Mountain Turnoff Average Width Average Depth (ft) (ft) 43.4 .:::.. 1.30 Percent Riffle 89.4 Percent Pool 10.6 U-21 PROPOSED PROJECT REACH AVERAGES SOURCE: Adams, 1966 BOT538/030 0.22 Pool Structure 0.04 Stream Bottom 0.67 'i~ll"1i: :" : :' :~~~;<i : ;il1;!]i",)i :~:! f11 fi! .. ;::~. . 0.92 0.88 0.89 0.68 0.76 0.50 0.52 88.7 94.9 16.84 1543.7 15::: 34.3 0.99 90.8 9.2 0.27 0.00 0.03 97.3 97.0 11.5 15.7 O~!O J)Ci~\,. 11. 3::::" Bank Stability Total Points Percent Optimum 1.00 0.80 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 2.70 2.31 2.44 2.12 2.14 2.47 2.04 2.12 2.38 2.37 54 46 49 42 43 49 41 42 48 47 0.40 0.59 0.35 0.40 0.42 0.72 0.79 0.85 0.62 0.80 0.95 1.00 1.00 0.90 1.00 2.72 2.48 2.33 1.98 2.28 54 50 47 40 46 O. 71 0.72 0.62 1.00 0.80 2.65 2.22 53 44 12.35 1.6.• 4.0 ... 0.72 0.96 1:!1 -:: . 0.38 38.0 44.4 32.0 39.5 28.9 Stream Environment 0.77 0.76 0.75 0.61 0.52 0.75 0.70 0.76 0.81 0.80 i~i~i~: i : : i:; ; "i:'~;Sii: :n ~U ~: ~~ ~:~! ~: ~~ 583.6 U-16 U-17 U-18 U-19 U-20 Pool Measure 0 .-21 ~T::. 00::. :::~:: ,: 'i: i ,: : i;i~i:i:": :":i: :i : ::: 0.18 0.04 0.42 3~.75 ... ~ 95 2.34 47% �~he inventory results presented in Table 3 are only for the sections of the Logan River and Beaver Creek that could po~entially tions. ~he be influenced by the proposed highway modifica- Data indicate that the average stream width is 34.3 feet, average depth is 0.99 feet, and the riffle-to-pool ratio is 9:1. The average percent optimum fish habitat in the project reach is 47 percent, the best study site was 54 percent, while the poorest was 40 percent. Three study sites in the project reach (U-5, U-15, U-20) were considered to be above average in quality when compared to o ~~r .iF' '::: study sites (Adams, 1966). The project reach percent with other regional trout on physical habitat data, reach of the Logan River is trout stream . .:::: :::::::: .. ·:": ';: ;: .l.~.i T~:· :a ~..I·:e\:.. ;4:;~ i:. l.:1::- ~ CaMP ARI sON:::..dE.... EJ(CENW::~~:6PT IMUM HAB I TAT P: .:;:':: .;/:::',;::::::' FOR R;Edfor~fAL·:;;;T:R'OUT STREAMS ~!~~p~;;;;:r:'::~': ;: : ;: ,: : : :';i" ':~ :" "':;!;;;:g ~~:~~e A Fifth Water ·::ii:i:,;""::· Diamond Fork McCoy Creek Sixth Water Currant Creek Wolf Creek Rock Creek West Fork Duchesne Taft Creek North Fork Duchesne Hades Creek Logan River and Beaver Creek (proposed : project area) Source: Utah Utah Idaho Utah Utah Utah Utah Utah Nevada Utah Utah Utah Adams, 1966. 10 8 22 23 15 21 8 40 22 7 36 10 34.3 Percent of Optimum Habitat 64 62 51 49 49 48 46 44 41 . 40 37 33 25 47 �The Logan River and Beaver Creek generally lack good quality pools (Adams, 1966). Overhanging vegetation, such as brush and trees, is an important fish habitat component for the Logan River (Brown, 1935; Dunham, 1963; Adams, 1966; Helm, 1986). A fish habitat utilization study was conducted using four Logan River sites between Chokecherry Campground (about 1.5 miles below Right Hand Fork) and 0.5 miles above Brachiopod Picnic Area (near Cottonwood Picnic Area) by the UDWR in 1973. Their results indicated that more trout used areas where bankside vegetation was present than tation was al ter e d. There were 46 to 64 trout captured in areas where the not al tered. a~e as pe: ~:¢ :~:nt where vegemore brown ripar ,i!~ :~ : : ; ~~:g: ~tation was . Jn8:~;~ :· c~:'f:t;'£.q:?lt trout ;/M'~ti~t.a:!4.n wh i:t:e ~fish were Also, 32 to 68 percent were captured in unal tered areas. captured in equal numbers in al ter:~ :d ;: : ~ :h~:: : ~nal tered areas. Size frequency data for captured in 1970 and River indicate these ad u 1 tho I ding are a s brown'i ;::i~;;::; ';~:;'~; ':~;untain 1971:: :; :from : \;l~; a:t.;t:~:~:~ :~ ~:¢ :¢,:~ :t :i~l§.. ~~ ~ i!~ e areas of the Logan as juvenile rearing and ib.;r::!; : l?::9t!b: ; ;: ~~:~~~~I:~ s ( He 1m, 19 8 6). f:r:Pni:: : :a :l~~~:.~: ~:.. ar~: ~: ~ indicate these tend to suppor 1;:: : t.;~ : ~ : ~ : : ; ~J~~:~ :i ;s ~;i~: (mostly juvenile or groups of broJh;:::!~~ !!i7put ' :~ n:~ m~untain whitefish. frequency data There are few whitefish d:~;~':;:;'::;: ';~:~wning Si z e locations mostly adul t) habitat availability and qual- ity in the Logan River and Beaver Creek. Unpublished field data (UDWR, 1972; 1974) from three sites along the project reach (Franklin Basin Bridge, Utah State Forestry Field Station Bridge, Brachiopod Picnic Area) indicate that Logan River substrate is primarily boulders (37 to 78 percent) and rubble (10 to 55 percent). The three sites surveyed had only 1 to 15 percent gravel. Small tributaries along the project reach, such as China Row Creek and Rick's Spring, are reported to be essential for 11 �fish spawning (Roberts, 1977). Us~ng only stream gradient (no other data are available) as a ' criterion for identifying potential tributary spawning areas : (gradients less than 2.5 percent could be spawnable), only Right Hand Fork, lower Blind Hollow Creek, Temple Fork, and lower White Pine Creek could provide some spawnable habitat. Other tributaries along the project reach have gradients exceeding 4 percent. However, all project reach tributaries probably contribute gravel to the system and could have spawnable areas where they join the Logan River or Beaver Creek. "",/ii;i'iiiii:,i:i:::::,, Frs HERr E BOLOG~!;:' 'i/'''''iiiiii:i:::'': '!i Sr :::Hp::::::Sreach supports populations of brown (Salmo clarki), and nait~'~:~i;:~;~ :~; ~:;~dUCing gamefish tro\J;:t : : ;: ~sailrr:6.:/'r: ~: tE'~) cutthroat trout mqu:~t:~: l~~ji ,~h flt~;tish (Prosopiurn williarnsoni) I . catchabl ~i;: ;:;s!ii ~ ~:/:J:;:~::::;:t.Jl:/~ O-inch) rainbow trout (Salmo gairdneri),: : : ~e:r :E:' : ; : §:t._d ,=~e~:: : : i~1rOUghOUt the Logan River and were not b¥:f::~:~:~: ~:~:i:::;:_:£~<i?:, '::i ~~ ~iroduce in the river. However, several rainba~jb.;p.tth;:~~lt hybrids were reported in electro- Until 1982, shocking 1 9 7. 1) • surve;:q;;;d~:~;~: : : ~9ii :lected by Utah State Uni versi ty (Gosse, '::~~~~;::://:' Rainbow trout stocking data are limited. For the entire Logan River (including downstream impoundments), an average of 30,860 rainbows were planted in 1962, 1963, and 1964 1966). (Adams, Between 1969 and 1974, an average of 15,000 rainbows were planted in the project reach of the Logan River at Brachiopod Picnic Area (UDWR, 1974). No information is available on the current status of rainbow trput in the Logan River. The only rough _ fish species reportea for the Logan River is the mottled sculpin (Cottus bairdi)~ 12 �LIFE HISTORY Life history periodicity data for the three species of naturally reproducing gamefish found in the Logan River are presented in Table 5. Rainbow trout reproduction in the Logan River is probably limited. Logan River brown trout and moun- tain whitefish are fall spawners. Egg incubation occurs through the winter, and the fry emerge in the early spring. Cutthroat trout spawn in the spring, egg incubation occurs through the summer, and the fry emerge in ~:pi~> fall. Brown trout, cutthroat trout, and mountain whit~ftfh all reach ~::::~ :::U~~:~s:::n~a~9~;~~Oduce 'i:~:::,; ,' ~: ,': ;:~:: "'4'i;: ~~::S, of age T a!~ 1~:: : :?:; : i: : : : :;: : . ·: : ::~:~~\:;::::> LOGAN RIVER GAMEFISH LIFEh fI.I"S'l.lORY::::J?ERIODICITY DATA ... . .. "',\:\,,':::',;rr,,;rr" "";;" """ .:::/.f:::::;;:::;::::~ji~ ." .:: Brown Trout ~~~w~;~~ba t o~:: :": ~:" :i;, , , , , : :, ,": : ":,: :, : : ,gi'~~~: ~=~ ~~~~ er i ::::::::~,;;:,;~,~~:~':j' :,'t ' ' '; ' :' '>' .~:~~:~~=~:~::~: ~ Spawning ' ::~ ~ ~ ~iii::::::;://:' Nay-June Egg incubation Fry Juvenile Adult May-August August-January January-December January-December Mountain Whitefish October-November October-March January-June January-December January-December Spawning Egg Incubation Fry Juvenile Adult 13 �DISTRIBUTION Gamefish occur throughout the project reach. The section downstream from Temple Fork supports primarily brown trout, while the section above Temple Fork supports primarily cutthroat trout (UDWR, 1972; 1974). Mountain whitefish occur in relatively equal numbers throughout the project reach. No information is available on the status of rainbow trout in the project reach. 2 sinee18. 9 No rainbows have be~p!;;~;I~tocked there "",i"::i;","':,::i'::::",:i;;:':i,, \\,, ::~::::C:iSh population densi ty d~;;~"': ;~~")~ac~:'::'i" for the nd ~:~ ::r:~:e:r::: ::::::i~:e ::~i;i;LJ~i;;~;:,i~'?':r: ::W:h :h: :::u bankside vegetation is lJ:l1;ct':1;te;~J!/~~:~~: ~: ~ than altered (UDWR, on .:H:::::::::::::;::::: .. per mile of stream) were near the project reach near pass electroshock~1~1~ :/~ampling Estimates were based on multipleresults. It was estimated that the Logan River supported 460 to 920 brown trout per mile. It was also estimated that the river supported 692 to 1,454 fish per mile of all trout species: rainbow. brown, cutthroat, Increased fishing pressure and the termination of the rainbow trout stocking program in 1982 have probably resulted in reduced fish densities today. POPULATION STRUCTURE The Logan River supports naturally reproducing populations of brown trout, cutthroat trout, and mountain whitefish. 14 �Past fish sampling data indicate that fry, juveniles, and adults of these three species use the river (Adams, 1966; Gosse, 1971; UDWR, 1972; 1974). Total length data for game- fish collected in 1970, 1971, 1972, and 1974 (UDWR, 1972; 1974; Helm, 1986) were compared to growth data from areas similar to north central Utah to estimate fish age (Scott and Crossman, 1973; Carlander, 1969). These comparisons indicated that in the early 1970s the Logan River supported the following age ranges of fish: 1- to 5-year-old brown trout, 1- to 9-year-old mountain whi tefish, ;i~qd .:::::' .:::::' 1- to 5-year- old cutthroat trout. Most trout and whitefish apparently occurs River above Third Beaver Creek, Temple Fork, loW~:r ;i : : :B.iJ.:.i~d:: ~: B6llkIOW in Creek, and trout are River tributaries and no substantial lakes or any of its tributaries Condition facto~;:" ":;I:~;;;: ;: ::;:e developed using fish length and weight data to determine the relative "robustness" or "well being" of fish populations. These factors can be used to compare the well being of fish populations from different habitats or fish populations using the same habitat at different times. Condition factor differences suggest habitat quality differences (higher K values suggest better quality habitats) . No recent data are available on trout growth or condition factors in the Logan River or Beaver Creek. However, condi- tion factors were developed for various length ranges of 15 �brown trout from the Logan River by Sigler (1952) and by Gosse (1971). The 1952 values were 1.83 for fish 0 to 199 rom, 1.73 for fish 200 to 275 rom, and 1.64 for fish 276 to 350 rom. In 1971, the K factors were 1.82 for fish 0 to 199 rom, 1.50 for fish 200 to 275 rom, and 1.59 for fish 276 to 350 mm. These K factors indicate that the condition of brown trout in the Logan River changed little from 1952 to 1971. This suggests that the quality of brown trout habitat along the Logan River also changed little between 1952 and 1971. Because the Logan River has not changed app~i~ ~iably since 1971, current K factors are probably simi::f:~l:: :'to 1971 and :::2p::::::. mortality factors for"'{~~~:': '~::" :':~:;:~:: fiSh in the project area are probably severe ~:ri~;i :~;~~ental condi tions f predation, and angling. Of tih~tse: ~ : . m'~ :b~: ~: l J ty caused by exposure to severe environmental :i!¢..d~d:±;; :i: 6 n~.: : : 't~OVl flows, floods, anchor ice, etc.) is proba:b,)'y :i~ti;~;~: :;:{~:~ d;~ng cause of fish losses to area. are also known only 4 inches (Scott and 1·6;h~.:; 1 J~a::;:E{ and juvenile fish. Brown trout been reported to prey on other trout crossm~: rl;:/ i i :~973). Because of its location and excellent accessibility, the Logan River has long been an important fishing stream. Fishing pressure on the river has steadily increased since angling data were first collected in 1950. From 1962 to 1965, an average of 30,860 catchable rainbow trout were released into the Logan River. It was estimated that 80 percent of these fish were caught (Adams, 1966). In the absence of the rainbow trout stocking program and increasing fishing pressure, angling could be an important mortality factor for trout and whitefish populations in the project reach. 16 �ANGLING The Logan River is near a major population center in northern Utah, supports a good gamefish population, and has excellent accessibility. For these reasons it has long been an impor- tant angling stream. Fishing pressure on the river has in- creased steadily since 1950, while catch rates have remained about the same. The number of angler-days spent on the Logan River doubled between 1950 and 1982. Fishing pressure increases are expected to continue through the 1990s . ;ii!i!:;;~Angling data for the entire Logan River are surnrnarizedi:i : f:~t::~able . .:1i i i!:"::;::i:i :~ l i;:~ :i :l ; : ; : . 6. LOGAN Year 1948 1950 1960 1965 1970 1975 1980 1982 1985 1990 Angler Days Catch Rate (fish/hour) 0.61 a 26,684 42,801 (11,599)c,e (15,045)c a For entire Logan River, including impoundments. b UDWR creel census data and regression analysis (r = 0.87). cApproximate number of fish caught in project reach. Assumes 47 percent of total fish harvested were caught between DeWitt Springs and Beaver Creek (Adams, 1966). dStocked rainbow trout only. fish were harvested. Assumes 80 percent of stocked eRainbow trout only. 17 �Creel census data for 1962, 1963, and 1964 indicate that 47 percent of the fish harvested from the Logan River were caught between DeWitt Springs, about 4.7 miles downstream from the project reach, and Beaver Creek (Adams, 1966). Creel census data were also collected along the Logan River from First Dam to Temple Fork in 1982 (UDWR). In the 1982 study, the river was divided into seven sections. A section from Right Hand Fork to Temple Fork covered the lower third of the project reach. With the exception of the section from Second to Third Dams, where no anglers;:iw:~re observed, the Right Hand Fork to Temple Fork sectio.p:::;:;~~i~ the least used. fi$.)1:f;ri9.;:.: ; b~ tween First pet,;!'l'~:~f;; u~;i!;;~::'; 't>~e reach Of the 1,002 people observed Dam and Temple Fork, only 8 (0. 8 from Right Hand Fork to Temple Fo +.;J(~::(/· l\J1g). ing ~a:s observed thr~tq:~;;: ; ~ri:~ust; :; and;: ; :~u;:~; s~ t; >~~i~: . The in this section from February however, fish were caught only during July anglers in this trout (160 rainbows, rate of 0.5 fish/hour. were the First of the anglers MANAGEMENT The Logan River'; ; S: :':~;;;~;::d as a Class I I - High Priority water- way on the Utah Unique Stream List. Because of its location, accessibility, and popularity among regional anglers, it was largely managed as a "put-and-take" rainbow trout fishery from the 1940s to 1982. During this period, thousands (an average of 30,860 in the early 1960s) of catchable size (8to 10-inch) rainbow trout were stocked in response to the heavy fishing pressure the river supported. In 1982, the rainbow trout stocking program was terminated above Third Darn. The upper section of the Logan River, including the project reach of the Logan River and Beaver Creek, is now managed for naturally reproducing trout and whitefish. 18 �Fish habitat management in the Logan River and Beaver Creek has primarily focused on maintaining existing conditions. Studies (UDWR, 1973; Helm, 1986) have shown that the loss or alteration of bankside vegetation is detrimental to trout habitat quality in the Logan River. Current management strat- egies concern lirniting or eliminating future riparian vegetation damage resulting from encroachment or other actions. No programs currently exist to enhance or improve fish habitat in the Logan River or Beaver Creek. :::r::::l::::O::formation suggests t4i~:i!: ;~'::;:;;;"\~PtentiallY producti9:tt:i;~iiqn:g: the " : ~f;~ject reach, a good fishery currently exi~i:b~~~.:~:::/~:h: ~lude (in order of importance) the general /~b: Se.:p.~~;: : Oti.:\qpali ty pool habi- limiting further gamefish where their tat, historical habi tat quali ~iy' i ;;~: e:~;;:~:d: a:tii :6 'n, limi ted avail- ::~ ~~ t~ a::o:~a ~~:yd: :,~::~~:~~":'~,~:!:~:j: ,~, ; dri~'' '~ng1 pre s · ing sure Percent optimum 4~:h'I't:a.t ·::ey·atl.uations of the project reach ~:d~:::: ::::t,~:i!~::~~'~r:'::::::b~~ :~:h r:::o:~bi:::e~::~ity the evaluations ':; ~l;~:di: : ~{~diicate generally lacking 1966). ii h : i i ~~e that quali ty pool habitat is Logan River and Beaver Creek (Adams, The absence of quality pool habitat, which provides important adult holding and juvenile rearing areas, could be limiting further trout production in the project reach. Studies were conducted along the Logan River (UDWR, 1973; Helm, 1986) to determine the effect of bankside vegetation alterations on trout and whitefish densities. Study results indicated that overhanging vegetation is a very important component of Logan River trout habitat quality. Road encroach- ments and other riparian vegetation alterations made in the 19 �1930s and 1950s continued to affect local trout habitat quality and use during the early 1970s. little effect on mountain whitefish. The alterations had . The habitat quality reductions that occurred in the 1930s and 1950s could still be limiting further trout production in the Logan River and Beaver Creek today. Data on stream gradients (moderately steep) and substrate composition (primarily boulders and rubble with little gravel) along the project reach suggest that quali ~,:;r!!'~;iypawning areas could be I imi ting further trout productio:p"':' =*t1 the Log an River and Beaver Creek. Also, only four triqp't at;i '@.s,:. in the proj- ::tS:::::l:a::rg:::~:n:: :~:::f~:~:~::~,~~;::g~'~G:~~~,ns that may ~::r:~~~i::: ~:!:~ :!:~:n~S P;',:;~;;;;~~i,;t~:::r~r::~O::::us fo~: : : :t;:h,~ 16~iEt~::>Eb:i ::d of the project reach (Right Hand Fork to T.~fu;:fe::\~p:~k· ')i il: ~;ndicate that this section was not heavily utiII;~:~d; ; ::/~~;~~:; : :~ ;:l!: ~~ople were observed fishing there during all .: : $:f : : : :1: 9 : ~ ' '2: , ;' · :l!~;: : . Th~: i '~ data suggest that angling results (UDWR, 1982) t ::::::::o:h::~,:~;::~;::j:~::'~'::::~ti:~w~~:~ ~i::c::::o:h:n r:::: stOC~::{;h~: " ! !p.,t6:g~am was ended above Third angling p;~~~~re in the project reach is bow trout Dam in 1982, current completely supported by naturally reproducing brown trout, cutthroat trout, and mountain whitefish populations. Therefore, angling could cause a reduction in trout and whitefish production along the project reach by removing more naturally reproducing fish from the area than in past years. RECREATIONAL VALUE The Logan River has been classified by the Utah Division of Wildlife Resources as a Class II - High Priority Stream and has been placed on the agency's Unique Streams List. 20 These �actions by the UDWR reflect the Logan River's unique fishery and aquatic habitat as well as the stream's ability to sustain high quality, wild populations of salmonids. At the present time the Logan River above the impoundments is managed' as a wild trout fishery. A self-sustaining trout fish- ery has numerous and relatively narrow habitat requirements at various life stages; consequently, the fishery is sensitive to any degradation or alteration of water quality and stream morphology. Fishing pressure is also a key factor in maintaining a wild trout population, and managed appropr ia tely . Throughout the state of Utah there stream miles classified as Class Logan River is also unique in anqI~ ng must be ./iiiiiii:://:' api(': ;~:' : '~ i::;:~~" " 'JlUmber Ii!!'ii~t.:/:~I/ii:t ishe;il i~:~. tha~::i i ii ~: : i i;~'/~oth of The a high priori ty and an urban fishery. Consubstantial. in Table 7 future number of rise in fishing days reflects the po~: ~ :~;ti' 6:~ /'increase in Cache County and metropbli tan Logan Ci ty'::ii6tV, 'r the last 35 years. ; In addition to the river's accessibility to a large number of anglers, it serves as a natural laboratory for Utah State University. The Logan River is used to train students in fish and wildlife, hydrology, forestry, archaeology, geology, engineering, and environmental field techniques. Numerous studies, theses, and dissertations have been carried out using the river's environmental features. 21 �ECONOMIC VALUE Although fishing pressure is heavy on the Logan River, excellent catches have been made to 36 pounds). (such as brown trout weighing up The mystique of "big trout" combined with the opportunity to catch the bag limit make the Logan River a preferred fishery for anglers. As such, the river gener- ates a substantial amount of spending by anglers and is a valuable economic asset both to the state of Utah and Cache Valley. :;:~: :n::::~yt:: :::~' t~:e::::~ ::;,¢~)~h::;:~" !;i:~;tt:: ::::~ .:~Pu.t'il1~(::;the became a million-dollar fishery. shown in the Table, more than $68 ': ~il'tid'~' Based QP '::\t h:e. .. Logan River anglers. ~{; :v.~: i : 'l $ 40 ~'year period will be spent by length of 30 miles I ~:1i i~ll~~.: 8 : ;: : ::;f;6;r; : : :l~ :~{~ h mi leo f s tr e am . Historical creel census .dat:9.- i' ~ ~l 1b:~f: ~;: : ; i:hat over 47 percent of the fish harvested ./€i:;:e:;:; ;-e;kJ:~n·\b~J:ween DeWi tt Springs and abou t $ 3 0 , 00 0 was expend ed i .the mouth of Beaver ~~'~:~.::.:'.:<:.:.:': :.: :;.": ":.,., : ,': ,;'.';':; ""'" .:::::::;:::::::::::::::;::. .:/:::':::;:::/::::::::;;:::;::. ':~:. ....... .. ":::. .g: ':;:\'. ':~11~':::T ab 1 e 7 ESTIMATED.:. Pb.ST, PE.ESENT, AND FUTURE EXPENDITURES ·::l\SY:\l.\NGLERS ON THE LOGAN RIVER Year 1950 1960 1965 1970 1975 1980 1982 1985 1990 Cost/Day Ang~'~'~,: ,;·~;s 26,684 42,801 51,206 a 48,219 a 52,227 a 56,235 53,748 a 60,244 a 64,252 $ b 2.99 b 6.81 12.55 b 22.10 b 31.67 b 41.22 45.04 50.78 b 60.34 a UDWR creel census data and regression analysis b UDWR annual cost factor and regression analysis 22 Expenditure $ 79,785 291,475 642,635 1,065,640 1,654,029 2,318,007 2,420,810 3,059,190 3,876,966 (r=0.87) (r=O.73) �Another economid factor is the investment value by .the state of Utah. From 1960 through 1980, the UDWR annually · stocked the Logan River with brown and rainbow trout. An average of 36,612 trout were stocked each year at an estimated investment of $732,000 (based on an average cost of $l/fish over 20 years). Additional investment value has been made by the UDWR and the Forest Service as labor and expenses for management and study programs. BOT538/024 23 �REFERENCES Abbey, L.A. 1974. Memorandum to L. Jester concerning the Logan Canyon highway route environmental analysis. Utah State Department of Highways. Adams, J.K. 1966. Memorandum to B. Reese concerning aquatic habitat quality in Logan Canyon. Contains the results of an aquatic habitat inventory and percent optiIl1~nxl!: lations for the Logan River from Dewitt habi tat calcu- $P~~~gs to the Beaver ;;;;;~::~:~;~:::: ~ ~;;:;~:;;:t;;:;~~~;;;h;;~~:::~;:;;l:;;;;::~ s U .: :\~~~!!;::::::> er i es • Car lander , . K. Fishery Biology. 1969. Iowa State on Fisheries Habitat Dunham, D. of Past and P~6ppsed U . S. Fore s t s~;£~:~~:~: ;; ;,;: ~:~;~~n, Construction in Logan Canyon. ~j.9)lway Utah. Envirpnmental Protection Agency. for water. EPA 440/5-86-001. 1986. Quality criteria u.S. Environmental Protection Agency, Washington, D.C. Gosse, J. 1971. Logan River Fish Survey. Utah State Univer- sity, College of Natural Resources, Logan, Utah. Helm, W. 1986. Letter to C. Forsgren (CH2M HILL) containing unpublished fish electroshocking data for altered and unaltered sections of the Logan River from 1970 and 1971. Utah State University, College of Natural Resources, Logan, Utah. 24 �Utah Department of Wildlife Resources. Results for the Logan River. 1982. Creel Census Northern Regional Office. BOT538/025 26 �:/:::::::::;::::::::::::::... 'i : ", : i;: , ~: : : ,: : : ;i : ': li:" : : ":'i '::11111:,/::' � Text A resource consisting primarily of words for reading. Examples include books, letters, dissertations, poems, newspapers, articles, archives of mailing lists. Note that facsimiles or images of texts are still of the genre Text. Local URL The URL of the local directory containing all assets of the website <a href="http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/62">http://digital.lib.usu.edu/cdm/ref/collection/highway89/id/62</a> Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please see Utah State University's Reproduction Order Form at: <a href="https://library.usu.edu/specol/using/copies.php">https://library.usu.edu/specol/using/copies.php</a> Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Utah State University, Merrill-Cazier Library Date Digital Record the date the item was digitized. 2013 Conversion Specs Scanned by Utah State University, Merrill-Cazier Library using Epson Expression 10000 scanner, at 800 dpi. Archival file is PDF (800 dpi), display file is JPEG2000. Checksum 4214344492 File Size Size of the file in bytes. 16407692 Bytes Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Aquatic resources technical memorandum, Logan Canyon Description An account of the resource Aquatic resources technical memorandum prepared for Utah Deparment of Transportation detailing the existing conditions of the aquatic habitat, fisheries biology, water quality, the impacts and mitigation in the Middle and Upper Canyons and Rich County, and references. Creator An entity primarily responsible for making the resource CH2M Hill (Firm : Salt Lake City, Utah) Subject The topic of the resource Aquatic resources--Utah--Logan River Logan Canyon (Utah) Fishery resources Logan River (Utah) Medium The material or physical carrier of the resource. Administrative records Date A point or period of time associated with an event in the lifecycle of the resource 1987-03 Spatial Coverage Spatial characteristics of the resource. Logan Canyon (Utah) Cache County (Utah) Utah United States Rich County (Utah) Temporal Coverage Temporal characteristics of the resource. 1980-1989 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State University, Merrill-Cazier Library, Special Collections and Archives, Sierra Club, Utah Chapter Archives, 1972-1986, COLL MSS 148 Series VIII Box 27 Folder 4 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. View the inventory for this collection at: <a href="http://uda-db.orbiscascade.org/findaid/ark:/80444/xv03390">http://uda-db.orbiscascade.org/findaid/ark:/80444/xv03390</a> Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the USU Libraries Photograph Curator, phone (435) 797-0890. Is Part Of A related resource in which the described resource is physically or logically included. Highway 89 Digital Collections Type The nature or genre of the resource Text Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context MSS148VIIIB27_Fd4_010.pdf Highway 89; https://highway89.org/files/original/499c2afd997060a778a95c2618ccda39.jpg bf1e4f5a7331ab539e865ad1895e58c1 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Image Height 3663 Image Width Image Width in pixels 4615 Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Northern Arizona University. Cline Library. 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For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Ariz. - Bridge at Cameron. Creator An entity primarily responsible for making the resource Muench, Josef Subject The topic of the resource Bridges--Arizona Medium The material or physical carrier of the resource. Black and white film (unidentified) Publisher An entity responsible for making the resource available Northern Arizona University. Cline Library. Date A point or period of time associated with an event in the lifecycle of the resource 1950-1970 Spatial Coverage Spatial characteristics of the resource. Cameron (Ariz.); Navajo Indian Reservation;United States Highway 89; Temporal Coverage Temporal characteristics of the resource. 1950-1959; 1960-1969; 20th century Source A related resource from which the described resource is derived Northern Arizona University. Cline Library. Rights Holder A person or organization owning or managing rights over the resource. 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Cline Library's Reproduction Order Form at: <a>http://archive.library.nau.edu/cdm/ordering/#ordering</a> Local URL The URL of the local directory containing all assets of the website <a href="http://archive.library.nau.edu/cdm/ref/collection/cpa/id/11993">http://archive.library.nau.edu/cdm/ref/collection/cpa/id/11993</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Arizona - Cement truck on Bitter Spring Grade & Echo Cliffs- U.S. 89. Creator An entity primarily responsible for making the resource Muench, Josef Subject The topic of the resource Trucks--Arizona; Roads--Arizona Medium The material or physical carrier of the resource. Color transparency Publisher An entity responsible for making the resource available Northern Arizona University. Cline Library. Date A point or period of time associated with an event in the lifecycle of the resource 1969 ca. Spatial Coverage Spatial characteristics of the resource. Echo Cliffs (Ariz.); United States Highway 89 Temporal Coverage Temporal characteristics of the resource. 1960-1969; 20th century; Source A related resource from which the described resource is derived Northern Arizona University. Cline Library. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://www.azarchivesonline.org/xtf/view?docId=ead/nau/muench_josef.xml Rights Holder A person or organization owning or managing rights over the resource. Northern Arizona University. Cline Library. Rights Information about rights held in and over the resource Digital surrogates are the property of the repository. Reproduction requires permission, please contact special.collections@nau.edu. 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Local URL The URL of the local directory containing all assets of the website <a href="http://cdm16748.contentdm.oclc.org/cdm/ref/collection/cpa/id/11993">http://cdm16748.contentdm.oclc.org:80/cdm/ref/collection/cpa/id/11993</a> Image Height 5601 Image Width Image Width in pixels 5516 File Size Size of the file in bytes. 151438934 Checksum 4ed98200bcedd1d83095550d44731b30 Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Arizona - Cement truck on Bitter Spring Grade & Echo Cliffs- U.S. 89. Creator An entity primarily responsible for making the resource Muench, Josef Subject The topic of the resource Trucks--Arizona; Roads--Arizona Medium The material or physical carrier of the resource. Black and white acetate film negative Publisher An entity responsible for making the resource available Northern Arizona University. Cline Library. Date A point or period of time associated with an event in the lifecycle of the resource 1943-1970 Spatial Coverage Spatial characteristics of the resource. Echo Cliffs (Ariz.); United States Highway 89 Temporal Coverage Temporal characteristics of the resource. 1940-1949; 1950-1959; 1960-1969; 20th century Source A related resource from which the described resource is derived Northern Arizona University. Cline Library. Rights Holder A person or organization owning or managing rights over the resource. Northern Arizona University. Cline Library. Rights Information about rights held in and over the resource Digital surrogates are the property of the repository. Reproduction requires permission, please contact special.collections@nau.edu. Is Part Of A related resource in which the described resource is physically or logically included. Muench, Josef Type The nature or genre of the resource Image;StillImage; Format The file format, physical medium, or dimensions of the resource image/jpeg; Identifier An unambiguous reference to the resource within a given context NAU_17625.jpg https://highway89.org/files/original/1a827e719e8ad7bf67d7dcbbde365974.jpg d699d49b3f2624973ea703a7f897c6e9 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Image Height 9898 Image Width Image Width in pixels 7891 Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Northern Arizona University. Cline Library. Scanning resolution Resolution in DPI 2040 Colorspace RGB or Grayscale, for example Grayscale Checksum 5cf9b6d761002b27d166a1ecfb515501 File Size Size of the file in bytes. 156215174 Conversion Specs Scanned by Northern Arizona University. Cline Library using Imacon Flextight 848, display file is JPEG. Purchasing Information Describe or link to information about purchasing copies of this item. To order a print or digital file of this item, please see Northern Arizona University. Cline Library's Reproduction Order Form at: <a>http://archive.library.nau.edu/cdm/ordering/#ordering</a> Local URL The URL of the local directory containing all assets of the website <a href="http://cdm16748.contentdm.oclc.org/cdm/ref/collection/cpa/id/11894">http://cdm16748.contentdm.oclc.org:80/cdm/ref/collection/cpa/id/11894</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Arizona - Cement truck on new bridge at Cameron - U.S. 89. Creator An entity primarily responsible for making the resource Muench, Josef Subject The topic of the resource Trucks--Arizona; Bridges, Iron and steel Medium The material or physical carrier of the resource. Black and white acetate film negative Publisher An entity responsible for making the resource available Northern Arizona University. Cline Library. Date A point or period of time associated with an event in the lifecycle of the resource 1943-1970 Spatial Coverage Spatial characteristics of the resource. Cameron (Ariz.); United States Highway 89 Temporal Coverage Temporal characteristics of the resource. 1940-1949; 1950-1959; 1960-1969; 20th century Source A related resource from which the described resource is derived Northern Arizona University. Cline Library. Rights Holder A person or organization owning or managing rights over the resource. Northern Arizona University. Cline Library. Rights Information about rights held in and over the resource Digital surrogates are the property of the repository. Reproduction requires permission, please contact special.collections@nau.edu. Is Part Of A related resource in which the described resource is physically or logically included. Muench, Josef Identifier An unambiguous reference to the resource within a given context NAU_17622.jpg https://highway89.org/files/original/e84e572781f1c1bb6c1ee52418e60198.jpg bfd77236e91e6d50f5f8e8367d3042cf Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Image Height 8624 Image Width Image Width in pixels 6226 Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Northern Arizona University. Cline Library. Checksum b51d39c670a15ecdb8217f544ca9683b File Size Size of the file in bytes. 156214286 Purchasing Information Describe or link to information about purchasing copies of this item. To order a print or digital file of this item, please see Northern Arizona University. Cline Library's Reproduction Order Form at: <a>http://archive.library.nau.edu/cdm/ordering/#ordering</a> Local URL The URL of the local directory containing all assets of the website <a href="http://cdm16748.contentdm.oclc.org/cdm/ref/collection/cpa/id/12005">http://cdm16748.contentdm.oclc.org:80/cdm/ref/collection/cpa/id/12005</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Arizona - Cement truck thru 285 foot cut in Echo Cliffs - U.S. 89. Creator An entity primarily responsible for making the resource Muench, Josef Subject The topic of the resource Trucks--Arizona; Roads--Arizona Medium The material or physical carrier of the resource. Black and white acetate film negative Publisher An entity responsible for making the resource available Northern Arizona University. Cline Library. Date A point or period of time associated with an event in the lifecycle of the resource 1943-1970 Spatial Coverage Spatial characteristics of the resource. Echo Cliffs (Ariz.); United States Highway 89 Temporal Coverage Temporal characteristics of the resource. 1940-1949; 1950-1959; 1960-1969; 20th century Source A related resource from which the described resource is derived Northern Arizona University. Cline Library. Rights Holder A person or organization owning or managing rights over the resource. Northern Arizona University. Cline Library. Rights Information about rights held in and over the resource Digital surrogates are the property of the repository. Reproduction requires permission, please contact special.collections@nau.edu. Is Part Of A related resource in which the described resource is physically or logically included. Muench, Josef Identifier An unambiguous reference to the resource within a given context NAU_17626.jpg https://highway89.org/files/original/a4fe9d7b2c8f5bace9351112fa21dbfa.jpg f99c89205d6adedbc9af8d9f42d866e4 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Image Height 7869 Image Width Image Width in pixels 9775 Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Northern Arizona University. Cline Library. Scanning resolution Resolution in DPI 2040 Colorspace RGB or Grayscale, for example Grayscale Checksum e58fce527ee1e1542c69fa6b29978a1d File Size Size of the file in bytes. 149309512 Conversion Specs Scanned by Northern Arizona University. Cline Library using Imacon Flextight 848, display file is JPEG. Purchasing Information Describe or link to information about purchasing copies of this item. To order a print or digital file of this item, please see Northern Arizona University. Cline Library's Reproduction Order Form at: <a>http://archive.library.nau.edu/cdm/ordering/#ordering</a> Local URL The URL of the local directory containing all assets of the website <a href="http://cdm16748.contentdm.oclc.org/cdm/ref/collection/cpa/id/12359">http://cdm16748.contentdm.oclc.org:80/cdm/ref/collection/cpa/id/12359</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Arizona - Cliff Dwellers Lodge & Vermilion Cliffs - People in open. Creator An entity primarily responsible for making the resource Muench, Josef Subject The topic of the resource Motels--Arizona; Cliff Dwellers Lodge Medium The material or physical carrier of the resource. Black and white acetate film negative Publisher An entity responsible for making the resource available Northern Arizona University. Cline Library. Date A point or period of time associated with an event in the lifecycle of the resource 1943-1970 Spatial Coverage Spatial characteristics of the resource. Vermilion Cliffs (Ariz. and Utah);United States Highway 89; Temporal Coverage Temporal characteristics of the resource. 1940-1949; 1950-1959; 1960-1969; 20th century Source A related resource from which the described resource is derived Northern Arizona University. Cline Library. Rights Holder A person or organization owning or managing rights over the resource. Northern Arizona University. Cline Library. Rights Information about rights held in and over the resource Digital surrogates are the property of the repository. Reproduction requires permission, please contact special.collections@nau.edu. Is Part Of A related resource in which the described resource is physically or logically included. Muench, Josef Identifier An unambiguous reference to the resource within a given context NAU_16585.jpg https://highway89.org/files/original/af85c64279e343a1475a0901ad7c642c.jpg 655440fd179d962c7107900f74c4205f Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Image Height 2752 Image Width Image Width in pixels 3531 Digital Publisher List the name of the entity that digitized and published this item online. Digitized by : Utah State Archives and Records Service Physical Dimensions The actual physical size of the original image 4 inches x 5 inches Height Height of digital item in pixels 2752 Width Width of digital item in pixels 3531 Scanning resolution Resolution in DPI 800 Colorspace RGB or Grayscale, for example Grayscale File Size Size of the file in bytes. 744980 Bytes Conversion Specs Scanned by Utah State Archives and Records Service using Epson GT-30000 scanner, at 800 dpi. Archival file is uncompressed TIFF (800 dpi). Display file is JPEG 2000. Date Digital Record the date the item was digitized. 3/13/2014 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please contact the Utah State Archives History Research Center at: <a href="http://archives.utah.gov/research/index.html">http://archives.utah.gov/research/index.html</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Arthritis Foundation road sign in Davis County Description An account of the resource Scenic 89 tourism road sign photographed along Highway 89 in Davis County as part of a project by the State Department of Highways to document Utah highways signs. Creator An entity primarily responsible for making the resource Utah State Department of Highways Subject The topic of the resource US 89 (Davis County)--Photographs Advertising--Utah--US 89 Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 12/7/1965 Spatial Coverage Spatial characteristics of the resource. Milepost 1,90 (Utah) US 89 (Utah) Davis County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1965-1975 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State Archives and Records Service, Outdoor Advertising Sign Inventories, Series 959, Box 2. Folder 13 Rights Holder A person or organization owning or managing rights over the resource. Utah State Archives and Records Service Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the Utah State Archives, phone (801) 533-3535. Type The nature or genre of the resource Image Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context 00959002013_91-9_ArthiritisFoundation.jpg Advertising and Marketing Road Signs Transportation https://highway89.org/files/original/422af9131027954c7c0caa1921115966.jpg 4d652342aa2f0eb53a007e49e5294282 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Image Height 2782 Image Width Image Width in pixels 3549 Digital Publisher List the name of the entity that digitized and published this item online. Digitized by : Utah State Archives and Records Service Physical Dimensions The actual physical size of the original image 4 inches x 5 inches Height Height of digital item in pixels 2782 Width Width of digital item in pixels 3549 Scanning resolution Resolution in DPI 800 Colorspace RGB or Grayscale, for example Grayscale File Size Size of the file in bytes. 782652 Bytes Conversion Specs Scanned by Utah State Archives and Records Service using Epson GT-30000 scanner, at 800 dpi. Archival file is uncompressed TIFF (800 dpi). Display file is JPEG 2000. Date Digital Record the date the item was digitized. 3/13/2014 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please contact the Utah State Archives History Research Center at: <a href="http://archives.utah.gov/research/index.html">http://archives.utah.gov/research/index.html</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Arvin's Flowers road sign in Davis County Description An account of the resource Scenic 89 tourism road sign photographed along Highway 89 in Davis County as part of a project by the State Department of Highways to document Utah highways signs. Creator An entity primarily responsible for making the resource Utah State Department of Highways Subject The topic of the resource US 89 (Davis County)--Photographs Advertising--Utah--US 89 Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 12/7/1965 Spatial Coverage Spatial characteristics of the resource. Milepost 2.15 (Utah) US 89 (Utah) Davis County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1965-1975 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State Archives and Records Service, Outdoor Advertising Sign Inventories, Series 959, Box 2. Folder 13 Rights Holder A person or organization owning or managing rights over the resource. Utah State Archives and Records Service Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the Utah State Archives, phone (801) 533-3535. Type The nature or genre of the resource Image Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context 00959002013_91-5_ArvinsFlowers.jpg Advertising and Marketing Road Signs Transportation https://highway89.org/files/original/a001199bf7e59a7441c61903024c6e50.jpg 79f60d811972e6438cffa5e2ca1a7c76 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Image Height 4680 Image Width Image Width in pixels 6882 Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Northern Arizona University. Cline Library. Scanning resolution Resolution in DPI 5000 Colorspace RGB or Grayscale, for example RGB Checksum EBA1301B48382E3D2FF7FC56F4273272 File Size Size of the file in bytes. 190074432 Conversion Specs Scanned by Northern Arizona University. Cline Library using Imacon Flextight 848, display file is JPEG. Date Digital Record the date the item was digitized. 2012-10-29 Purchasing Information Describe or link to information about purchasing copies of this item. To order a print or digital file of this item, please see Northern Arizona University. Cline Library's Reproduction Order Form at: <a>http://archive.library.nau.edu/cdm/ordering/#ordering</a> Local URL The URL of the local directory containing all assets of the website <a href="http://cdm16748.contentdm.oclc.org/cdm/ref/collection/cpa/id/10592">http://cdm16748.contentdm.oclc.org:80/cdm/ref/collection/cpa/id/105926</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource At Navajo Bridge Creator An entity primarily responsible for making the resource Mayes, Thorn Subject The topic of the resource Indian reservations; Bridges, Iron and steel; Rock formations; Medium The material or physical carrier of the resource. Color transparency Publisher An entity responsible for making the resource available Northern Arizona University. Cline Library. Date A point or period of time associated with an event in the lifecycle of the resource 1957 ca. Spatial Coverage Spatial characteristics of the resource. Navajo Bridge (Ariz.); United States Highway 89 Temporal Coverage Temporal characteristics of the resource. 1950-1959; 20th century Source A related resource from which the described resource is derived Northern Arizona University. Cline Library. Rights Holder A person or organization owning or managing rights over the resource. Northern Arizona University. Cline Library. Rights Information about rights held in and over the resource Digital surrogates are the property of the repository. Reproduction requires permission, please contact special.collections@nau.edu. Is Part Of A related resource in which the described resource is physically or logically included. Mayes, Thorn Identifier An unambiguous reference to the resource within a given context NAU_155709.jpg https://highway89.org/files/original/b32dbae633a9873e7f83fee5c7602ff9.jpg b9c76f1df9b1dbbade416907528f0b2e Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: <a href="http://admin.slco.org/archives/resFees.aspx">http://admin.slco.org/archives/resFees.aspx</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5650 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5650 South State Street, built in 1965. Image taken on December 2, 1965. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1965-12-02 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2490-93 Automobile Dealerships Highway 89 https://highway89.org/files/original/6b03f169415391c605d46d33def9900a.jpg ca5d4e58b8f23b9cafbd2f1f5afacf15 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5680 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5680 South State Street, built in 1976. Image taken on September 28, 1976. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1976-09-28 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2482b Automobile Dealerships Highway 89 https://highway89.org/files/original/265c3669ae18a36a611c7c1a00d57805.jpg 937d82a73ce00aeabead1f9a89a4bd5e Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5688 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5688 South State Street, built in 1966. Image taken on March 7, 1967. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1967-03-07 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2482c Automobile Dealerships Highway 89 https://highway89.org/files/original/4733c76b876aa4a9a2d90e1a5081bc69.jpg 9465b03dad73a8c9424594ffcf5dd2fd Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5712 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5712 South State Street, built in 1967. Image taken in 1968 or 1969. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1968-1969 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2479-81a Automobile Dealerships Highway 89 https://highway89.org/files/original/4d81e59ba8a0d5059068b7254ead44dd.jpg 80764dd274df2886972d87226f0801c3 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5712 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5712 South State Street, built in 1969. Image taken on April 30, 1969. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1969-04-30 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2479-81b Automobile Dealerships Highway 89 https://highway89.org/files/original/bc0388cb576b1886470273bec9202f20.jpg 16e3d32c81bba4d15ab27fb7c8998756 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5712 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5712 South State Street, built in 1968. Image taken in 1977. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1977 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2479a Automobile Dealerships Highway 89 https://highway89.org/files/original/2d1f1ea158e047f7b141cb9c0181accc.jpg 4a91ec75f0ca2161493a30fe3f4e1780 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5712 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5712 South State Street. Image taken in 1977. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1977 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2479b Automobile Dealerships Highway 89 https://highway89.org/files/original/5aabed9bc96cbd114b8ae3922561803b.jpg 3f3f843463e412b7e0a6b016e5a2f334 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5730 South State Street in Murray UT. Description An account of the resource Auto Dealership at 5730 South State Street, built in 1965. Image taken on April 25, 1966. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1966-04-25 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2476-78 Automobile Dealerships Highway 89 https://highway89.org/files/original/52f4f8bf6a1c1f4dd6f733efb6118e57.jpg af82013fca7481065d3619a86734e8b4 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 5733 South State Street in Murray, UT. Description An account of the resource Auto Dealership at 5733 South State Street, built in 1969. Image taken on November 26, 1969. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1969-11-26 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2472a Automobile Dealerships Highway 89 https://highway89.org/files/original/75182c5ad0afd230adccd1734536f30f.jpg 80dde24ae852a4a58c8cc7dd7304eb05 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Dealership at 865 South State Street in Salt Lake City, UT. Description An account of the resource Auto Dealership at 865 South State Street, built in 1947. Image taken on December 27, 1947. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1947-12-27 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1940-1949 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_1-98a Automobile Dealerships Highway 89 Stores & Shops https://highway89.org/files/original/3ba281f22093e9251d297721398a3ad3.jpg 4acb067094a51957b422430675df644e Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Parts Store at 3216 South State Street in Salt Lake City, UT. Description An account of the resource Auto Parts Store at 3216 South State Street, built in 1934. Image taken on September 3, 1935. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1935-09-03 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_16-4928 Auto Parts Stores Highway 89 Stores & Shops https://highway89.org/files/original/2de244683618912a498884c8dd975b6c.jpg b1cb051b1afef32b9901c417aeb094a1 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Parts Store at 651 South State Street in Salt Lake City, UT. Description An account of the resource Auto Parts Store at 651 South State Street, built in 1889. Image taken on March 8, 1937. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1937-03-08 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_1-820.jpg Auto Parts Stores Highway 89 Stores & Shops https://highway89.org/files/original/f90f502e21806cd9652fd506a5051e08.jpg b2a2fc08dfa53cb3c164b22ad053d26b Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Service Garage at 3180 South State Street in Salt Lake City, UT. Description An account of the resource Auto Service Garage at 3180 South State Street, built in 1927. Image taken on July 9, 1934. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1934-07-09 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_16-4907 Automobile Service Stations Highway 89 https://highway89.org/files/original/ce8415dfba03a73d1ac9ce232aa8c5fd.jpg ffb265f97b3e9f8de4685238c5f48641 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Service Garage at 3270 South State Street in Salt Lake City, UT. Description An account of the resource Auto Service Garage at 3270 South State Street, built in 1968. Image taken on January 23, 1969. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1969-01-23 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_16-4916-1 Automobile Service Stations Highway 89 https://highway89.org/files/original/3f8261cb246b5f6dca78e812e8c651ed.jpg 24569e947c262f3836e972ead815f2c7 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Service Garage at 5148 South State Street in Murray, UT. Description An account of the resource Auto Service Garage at 5148 South State Street, built in 1961. Image taken on November 1, 1961. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1961-11-01 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1960-1969 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-1474-78f.jpg Automobile Service Stations Highway 89 https://highway89.org/files/original/330bec4365992874f3d5f39305530339.jpg a374b5e855cbe4bde363accdd2f4c877 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Service Garage at 5645 South State Street in Murray, UT. Description An account of the resource Auto Service Garage at 5645 South State Street, built in 1973. Image taken on March 20, 1974. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1974-03-20 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2465b Automobile Service Stations Highway 89 https://highway89.org/files/original/b56466b1fd94564f3bd4ae896d4df37c.jpg 20c330fd0849511a4d56c2eba12e3f1d Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Service Garage at 5757 South State Street in Murray, UT. Description An account of the resource Auto Service Garage at 5757 South State Street, built in 1976. Image taken on September 28, 1976. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1976-09-28 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1970-1979 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-2472b Automobile Service Stations Highway 89 https://highway89.org/files/original/fa5559ae0a0ac40812269a93ee2c7ab0.jpg c9f5c67ab7dbe6166559e66c4cb90b54 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Auto Service Garage at 633-637 South State Street in Salt Lake City, UT. Description An account of the resource Auto Service Garage at 633-637 South State Street, built in 1920. Image taken on November 17, 1936. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1936-11-17 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_1-822.jpg Automobile Service Stations Highway 89 https://highway89.org/files/original/365c0e297e63e6a7e1cff0e08e23816f.jpg 16f1048fe2a72c293787fb13a50ebec9 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Automobile Service Garage at 1198 South State Street in Salt Lake City, UT. Description An account of the resource Automobile Service Garage at 1198 South State Street, built in 1916. Image taken on November 1, 1937. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1937-11-01 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_8-2481.jpg Automobile Service Stations Highway 89 https://highway89.org/files/original/918b54749ef269faecb8066e6fd991d8.jpg 2f4b330ea464da7cb176f29ef4742699 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by : Weber State University, Stewart Library Physical Dimensions The actual physical size of the original image 5 inches by 7 inches Scanning resolution Resolution in DPI 400 Conversion Specs Scanned by Weber State University, Stewart Library using Epson Expression 10000 scanner, at 400 dpi. Archival file is uncompressed TIFF (400 dpi), display file is JPEG. Date Digital Record the date the item was digitized. 2014-01-23 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please contact Weber State University at specialcollections@weber.edu Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Ayraud riding Baby Doll Description An account of the resource Jockey R. Ayraud riding Baby Doll in a Lagoon Horse Race. Creator An entity primarily responsible for making the resource Lagoon (Farmington, Utah) Subject The topic of the resource Lagoon (Farmington, Utah) ; recreation areas--Utah; Amusement Parks--Utah Medium The material or physical carrier of the resource. Photographs; Black and white photographs; Date A point or period of time associated with an event in the lifecycle of the resource 1927-09-05 Spatial Coverage Spatial characteristics of the resource. Farmington (Utah); Davis County (Utah) Temporal Coverage Temporal characteristics of the resource. 1920-1930; 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Weber State University, Stewart Library, Special Collections, P 51 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://library.weber.edu/asc/speccoll/registers/photograph/p51.cfm Rights Holder A person or organization owning or managing rights over the resource. Weber State University, Stewart Library, Special Collections Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the WSU Special Collections Curator, phone (801) 626-6337. Type The nature or genre of the resource Image;StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context wsu_lagoon012.jpg https://highway89.org/files/original/cb67680f6b05a4d89e2c0f65839de23b.jpg f252f7d39d9ae8197ae1cd737773849d Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by : Weber State University, Stewart Library Physical Dimensions The actual physical size of the original image 5 inches by 7 inches Scanning resolution Resolution in DPI 400 Conversion Specs Scanned by Weber State University, Stewart Library using Epson Expression 10000 scanner, at 400 dpi. Archival file is uncompressed TIFF (400 dpi), display file is JPEG. Date Digital Record the date the item was digitized. 2014-01-23 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please contact Weber State University at specialcollections@weber.edu Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Ayraud riding John A. Scott Jr. Description An account of the resource Jockey R. Ayraud riding John A. Scott, Jr. in a Lagoon Horse Race. Creator An entity primarily responsible for making the resource Lagoon (Farmington, Utah) Subject The topic of the resource Lagoon (Farmington, Utah) ; recreation areas--Utah; Amusement Parks--Utah Medium The material or physical carrier of the resource. Photographs; Black and white photographs; Date A point or period of time associated with an event in the lifecycle of the resource 1927-09-05 Spatial Coverage Spatial characteristics of the resource. Farmington (Utah); Davis County (Utah) Temporal Coverage Temporal characteristics of the resource. 1920-1930; 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Weber State University, Stewart Library, Special Collections, P 51 Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://library.weber.edu/asc/speccoll/registers/photograph/p51.cfm Rights Holder A person or organization owning or managing rights over the resource. Weber State University, Stewart Library, Special Collections Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the WSU Special Collections Curator, phone (801) 626-6337. Type The nature or genre of the resource Image;StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context wsu_lagoon015.jpg Amusement Parks Highway 89 Lagoon https://highway89.org/files/original/e59522aae4982a66b9ee1bdc585421a2.jpg 63c6ec9e9c5957e5d8d558e181daf53f Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Banquet Better Dairy Products Store at 1792 South State Street in Salt Lake City, UT. Description An account of the resource Banquet Better Dairy Products Store and residence with young boy in front at 1792 South State Street. Image taken on December 8, 1936. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1936-12-08 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_6-2760.jpg Dairy Products Industry Highway 89 https://highway89.org/files/original/aa95214ec521f2b21e9d49f820b88772.jpg 4d36dd2a4726650622d050da1cad6482 Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by: Salt Lake County Archives Conversion Specs Scanned by Salt Lake County Archives using Epson GT-15000 scanner, at 400 dpi. Display file is JPG. Date Digital Record the date the item was digitized. 2013 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies or scans of this item, please contact Salt Lake County Archives at: http://admin.slco.org/archives/resFees.aspx Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Barbershop at 4796-4798 South State Street in Murray, UT. Description An account of the resource Barbershop at 4796-4798 South State Street, built in 1910. Image taken in 1938. Creator An entity primarily responsible for making the resource Salt Lake County (Utah). Assessor's Office Subject The topic of the resource State Street (Salt Lake City, Utah) Salt Lake County (Utah)--History Tax Assessment-Utah Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 1938 Spatial Coverage Spatial characteristics of the resource. Salt Lake County (Utah) State Street (Salt Lake City, Utah) United States Temporal Coverage Temporal characteristics of the resource. 1930-1939 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Salt Lake County Archives, Tax Appraisal Cards and Photographs Collection. Is Referenced By A related resource that references, cites, or otherwise points to the described resource. http://admin.slco.org/archives/resPHtaxAppraisalCards.aspx Rights Holder A person or organization owning or managing rights over the resource. Salt Lake County Archives Rights Information about rights held in and over the resource No copyright is held. Reproduction for publication, exhibition, web display or commercial use is permissible. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SLCO_21-1737a Barbershops Highway 89 Stores & Shops https://highway89.org/files/original/435f19ccf64b98e5103e97b2a0f40647.jpg 6bf839cdaa35093758fb36c21a0e3afe Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Barlow Garage and Davies home Description An account of the resource Barlow Garage and home of Chris and Wanda Davies located at 32 North Main Street. The garage was built by Tom Davies and managed by Bert and Captola Barlow. It later became a fire station for a few years. Creator An entity primarily responsible for making the resource Crawford, J. L. (Jasper Louis), 1914-2011 Contributor An entity responsible for making contributions to the resource Sherratt Library, Southern Utah University Subject The topic of the resource Panguitch (Utah) -- History Publisher An entity responsible for making the resource available Sherratt Library, Southern Utah University Language A language of the resource eng Source A related resource from which the described resource is derived Red Brick Homes and Other Buildings of Panguitch, Utah by Fern H. and J L. Crawford Rights Holder A person or organization owning or managing rights over the resource. Sherratt Library, Southern Utah University Rights Information about rights held in and over the resource To obtain a copy or scan of this item contact Special Collections, Southern Utah University at specialcoll@suu.edu. Type The nature or genre of the resource Image;StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context SUU_ph19b01i0553 https://highway89.org/files/original/5c4e4356123628107dfe69cec9e60d13.jpg bd2dd0e32b074ee28f2aaafd6e280e0d Still Image A static visual representation. Examples include paintings, drawings, graphic designs, plans and maps. Recommended best practice is to assign the type Text to images of textual materials. Digital Publisher List the name of the entity that digitized and published this item online. Digitized by : Utah State Archives and Records Service Physical Dimensions The actual physical size of the original image 4 inches x 5 inches Height Height of digital item in pixels 2761 Width Width of digital item in pixels 3415 Scanning resolution Resolution in DPI 800 Colorspace RGB or Grayscale, for example Grayscale File Size Size of the file in bytes. 807086 Bytes Conversion Specs Scanned by Utah State Archives and Records Service using Epson GT-30000 scanner, at 800 dpi. Archival file is uncompressed TIFF (800 dpi). Display file is JPEG 2000. Date Digital Record the date the item was digitized. 3/18/2014 Purchasing Information Describe or link to information about purchasing copies of this item. To order photocopies, scans, or prints of this item for fair use purposes, please contact the Utah State Archives History Research Center at: <a href="http://archives.utah.gov/research/index.html">http://archives.utah.gov/research/index.html</a> Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Barlow Motor Sales road sign in Piute County Description An account of the resource Scenic 89 tourism road sign photographed along Highway 89 in Piute County as part of a project by the State Department of Highways to document Utah highways signs. Creator An entity primarily responsible for making the resource Utah State Department of Highways Subject The topic of the resource US 89 (Piute County)--Photographs Advertising--Utah--US 89 Medium The material or physical carrier of the resource. Photographs Black and white photographs Date A point or period of time associated with an event in the lifecycle of the resource 12/29/1965 Spatial Coverage Spatial characteristics of the resource. Milepost 103.23 (Utah) US 89 (Utah) Piute County (Utah) Utah United States Temporal Coverage Temporal characteristics of the resource. 1965-1975 20th century Language A language of the resource eng Source A related resource from which the described resource is derived Utah State Archives and Records Service, Outdoor Advertising Sign Inventories, Series 959, Box 5. Folder 5. Rights Holder A person or organization owning or managing rights over the resource. Utah State Archives and Records Service Rights Information about rights held in and over the resource Reproduction for publication, exhibition, web display or commercial use is only permissible with the consent of the Utah State Archives, phone (801) 533-3535. Type The nature or genre of the resource Image StillImage Format The file format, physical medium, or dimensions of the resource image/jpeg Identifier An unambiguous reference to the resource within a given context 00959005005_1707_BarlowMotorSales.jpg Advertising and Marketing Road Signs Transportation