TECHNICAL REPORT No. 2 OCTOBER 1969 •A •• j/ •. • • > J,- PLAN FORMULATION AND EVALUATION STUDIES-RECfiEATlON estimating initial reservoir recreation use rirn^j-pr. i\jr~J~>\^ DEPARTMENT OF THE ARMY OFFICE, CHIEF OF ENGINEERS LIBRARY OF THE UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN 719.33 Un34e Digitized by the Internet Archive in 2013 http://archive.org/details/estimatinginitiaOOunit PLAN FORMULATION AND EVALUATION STUDIES-RECREATION TECHNICAL REPORT NO. 2 ESTIMATING INITIAL RESERVOIR RECREATION USE OCTOBER 1969 PREPARED BY U. S. ARMY ENGINEER DISTRICT, SACRAMENTO FOR OFFICE, CHIEF OF ENGINEERS DEPARTMENT OF THE ARMY WASHINGTON , D . C . 203 1 4 PREFACE In 1962, the Chief of Engineers initiated a Corps-wide method of sampling the existing recreation use on Corps of Engineers civil works reservoir projects. The data collected were incorporated into existing planning processes and provided the basis for improved administration of operating projects. The availability of data with which to describe recreation use provided the foundation for specialized studies such as those presented in this report. An evaluation of the data collected indicated that improvements could be made to make the data more useful. Consequently, in 1965 the Director of Civil Works authorized studies to be undertaken to: a. Evaluate the recreation-use data collection procedure and recommend methods for improving the statistical accuracy of such data and applying standardized data collection on a Corps-wide basis. b. Develop methodology for recreation-use prediction. Preliminary methodology to be developed as soon as possible and a long-range research program initiated to improve and refine the methodology. c. Develop methodology for determination of the number and type of recreation facilities needed to serve a given number of recreation days of use (facility load criteria). d. Develop methodology for determination of recreation benefits. Studies to date have been performed under the general functional direction of Mr. Harold L. Blakey, Office, Chief of Engineers, with the actual work being assigned and performed in the Sacramento District under the direct supervision of Mr. Dale A. Crane. This report is the third of a series to be published indicating significant results obtained from these studies. The first was Contract Report No. 1, entitled "Analysis of Recreational Use of Selected Reservoirs in California." The second was Technical Report No. 1, entitled "Evaluation of Recreation Use Survey Procedures." This report presents preliminary results of the studies authorized by the Director of Civil Works and provides a method of estimating initial project recreation use. It is anticipated that further research and analysis of data will provide refinements to this methodology, which will be published at a later date. Staff research efforts were performed by Mr. Charles R. DesJardins, Mr. Richard Brown, and Mr. Ronald Hyra. Just prior to publication of this report, the research project leader, Mr. Dale Crane, assumed new duties in the Ohio River Division; supervision of the continuing research studies is being conducted by Mr. Fred Kindel and Mr. Arthur M. Kinsky, Sacramento District. An Advance Concepts Group, established by the Office, Chief of Engineers, comprised of Mr. Harold L. Blakey, OCE; Mr. Gordon Jones, Southwestern Division; Mr. Lester Duck, Ohio River Division; and Mr. R.T. Lierboe, Missouri River Division, reviewed a preliminary draft and suggested changes which have been incorporated into the report. Dr. Jack L. Knetsch, Director of the Center for Natural Resources Policy Studies, George Washington University, provided expert consultant services and invaluable assistance throughout the entire study. Special appreciation is extended to the office and field personnel in the Savannah, Nashville, Little Rock, Fort Worth, Tulsa, Portland, and Sacramento Districts who collected the data which provides the basis for this report. ■ 11 SUMMARY This report presents methodology for estimating initial recreation use at prospective Corps of Engineers reservoirs. It is the outgrowth of recreation-use studies instituted by the Office of the Chief of Engineers, Washington, D.C. The procedure described herein utilizes the "most similar project" concept; i.e., an existing reservoir that is most comparable in size, operation, and anticipated recreation-use characteristics. Relating recreation-use information from an existing reservoir to a reservoir under study provides the basis for the use estimating technique. The report provides general descriptions, pertinent project information, and recreation-use data for 52 existing Corps reservoirs. It includes detailed discussion and evaluation of a prospective reservoir project and general criteria for selecting a similar project from among those reservoirs included herein. For illustrative purposes, an example detailing the application of the methodology is furnished. While the methodology eliminates much of the "guess work" previously associated with estimating the recreation use and benefits for Corps reservoir projects, it is emphasized that it is by no means the "last word" or final solution. There are inherent deficiencies in the method. However, as more recreation-use data are collected and analyzed, it is planned that the technique will be revised and improved. ESTIMATING INITIAL RESERVOIR RECREATION USE TABLE OF CONTENTS Page PREFACE iii SUMMARY V PARTI: GENERAL Introduction 1 Purpose and Scope 1 PART II: THE RECREATION-USE SURVEY The Survey 3 Reliability of Survey Estimates 3 Tabulated Data 3 PART III: PROJECT DATA Data for Participating Projects 5 Definition of Terms 5 PART IV: ESTIMATING USE Synopsis of Procedure 7 Project Area Evaluation 7 Selection of Similar Project 8 Day-Use Market Area Evaluation 9 Description of Per Capita Use Rate Charts 9 Day-Use Market Area 9 Selection of Per Capita Rates 10 Estimating Initial Day Use 10 Example of Initial Day Use Determination 11 Estimating Total Initial Use 11 Projection of Potential Recreation Use 12 Additional Considerations in Use Prediction 12 Conclusions 12 PARTV: EXAMPLE OF METHOD Application of the Method 13 Similar Projects and Pertinent Data 13 Day-Use Market Area 13 Per Capita Recreation Use 13 Counties and Populations 13 Initial Day Use 15 Camping Use and Total Initial Use 15 LIST OF CHARTS Chart 1 — Recreation— Use Survey Form 17 Chart 2 - Work Sheet 18 APPENDICES Appendix A — Project Data A-1 Appendix B - Per Capita Use Rates B- 1 Appendix C - Recreation-Use Data Summaries C- 1 vii ESTIMATING INITIAL RESERVOIR RECREATION USE PARTI: GENERAL Introduction 1. Recreation-use surveys to obtain information for reporting public attendance were instituted Corps- wide by the Office of the Chief of Engineers (OCE) in December 1962. An important purpose of the surveys was to assemble a body of data describing recreation use to provide a factual basis for estimating recreation use at reservoirs included in the Corps' civil works program. The original surveys provided limited infor- mation for recreation planning purposes and resulted in a proposal by the Sacramento District for a refined survey with a more rigid, statistical approach, which was adopted by OCE in 1966 on a test basis. Fifty-two reservoirs in seven districts were selected for the test program. The modified survey was conducted for three years: 1966, 1967, and 1968. During this period, approximately 735,000 people in over 238,000 vehicles were surveyed. The Sacramento District was designated to oversee the survey and be the repository for the data and was further assigned research functions as follows: a. Evaluate the data collection procedure and recommend methods for improving the statistical accuracy of such data and/or applying standardized data collection on a nationwide basis.^ b. Develop methodology for recreation-use pre- diction.^ Preliminary methodology to be developed as soon as possible and a long-range research program to be initiated for improvement of such methodol- ogy. c. Develop methodology for determination of the number and type of recreation facilities needed to serve a given number of recreation days of use (facility load criteria). d. Develop methodology for determination of recreation benefits. Purpose and Scope 2. The purpose of this report is to furnish prelim- inary methodology and data useful in estimating initial recreation use at reservoirs (item lb above, in part). This methodology is based upon the initial analysis of data collected by the seven districts participating in the program. The participating dis- tricts and the names and location of the reservoir projects included in the survey are provided in appendix A. A sample copy of the recreation-use survey form used is included as chart 1 . The scope of the report covers discussion and presentation of results from preliminary recreation-use data analysis, discussion and presentation of methodology for estimating initial recreation use, supplying for each participating reservoir pertinent descriptive data (appendix A), per capita use rates calculated by regression techniques (appendix B), and summaries of recreation-use data (appendix C). It will be noted that the pertinent data sheets for reservoirs shown in appendix A include attendance data for the calendar years 1964 through 1968 inclusive. However, except for Sacramento District projects, 1964 and 1965 data were not included in the analysis. The 1964 and 1965 Sacramento data were collected utilizing essentially the same technique as the modified survey and were therefore included in the analysis. i7 U Results of this effort are published in Technical cedures," October 1969. Report No. 1, "Evaluation of Recreation Use Survey Pro- Assistance in developing a methodology was obtained from the University of California, Davis. Results of this effort are published in Contract Report No. 1, "Analysis of Recreational Use of Selected Reservoirs in California," July 1969. PART II: THE RECREATION-USE SURVEY The Survey Reliability of Survey Estimates 3. The recreation-use survey was designed as a standardized data collection procedure to provide consistent, reliable recreation-use statistics for each reservoir surveyed. The recreation-use data derived from the survey represent the recorded responses of a sample population of recreationists at 52 reservoirs of various sizes and characteristics selected from districts in widely different sections of the United States. About 238,000 elementary sampling units (vehicles), comprising about 735,000 individuals, were surveyed. Accordingly, the data collected reflects a diversity of regional conditions and population characteristics. Each survey of recreation use was conducted in such a manner that data obtained were representative of almost all recreationists visiting that particular reser- voir. Data were collected for selected weekends and weekdays at recreation areas that were representative of the various types of recreation opportunity avail- able at the reservoir being surveyed. The survey year was divided into three four-month periods-February through May, June through September, and October through January. Normally, the survey was con- ducted for a minimum of 12 hours per day on a weekday and weekend day in the same week. Traffic entering the project was metered continuously throughout the year at both surveyed and non- surveyed entrances. Samples of this traffic were surveyed by means of personal questionnaire inter- views with those driving into recreation areas (a copy of the survey form is presented as chart 1). Statistics describing various components of total recreation use at the reservoir are estimated from this sample through the use of weighted means, activity participa- tion percentages, and other standard statistical methods. Aggregate estimates are functions of sample measurements and mechanical traffic counts. Survey data are used with traffic measurements to estimate total annual attendance expressed in recreation days.^ A detailed discussion and evaluation of the survey procedures is provided in Technical Report No. 1, "Evaluation of Recreation Use Survey Pro- cedures," dated October 1969. 4. Improved data collection and recreation-use esti- mating procedures are two major objectives of the research program. Present procedures have evolved from a concentration on standardization in order to avoid undesirable variation in collecting similar kinds of data. (The emphasis underlying the development of the existing procedures has been on implementing such a standardized program within the constraints inherent in the Corps of Engineers organizational structure.) Special "error-edits" were incorporated into automatic data processing programs to cross- check and assist in correcting data collection defi- ciencies. Although not indicative of the reliability of the various component recreation-use statistics, standard statistical measures were used to determine the reliability of the survey-collected statistics in estimating recreation use. The following tabulation indicates the magnitude of sampling error found in reliability measures. Size of Estimate Standard Error (Thousands) (Thousands) 50 10 250 19 500 30 750 41 1000 52 1250 63 1500 74 1750 85 Tabulated Data 5. The data shown in appendix C (recreation-use data summaries) are tabulations by district, project, survey period and year of surveyed visitation, number of people surveyed, average party size per surveyed vehicle, and percent of participation in each of the major recreation activities. With regard to the recrea- tion activity data, it will be noted that the sum of the -' Supplement No. 1 to Senate Document 97, issued by the Ad Hoc Water Resources Council 4 June 1964, defines a recreation day as "A standard unit of use consisting of a visit by one individual to a recreation development or area for recreation purposes during any reasonable portion or all of a 24-hour period." percentages shown for the various activities exceeds 100 percent; this is the result of visitors taking part in more than one activity during their stay at the reservoir. The categories listed in the survey sum- maries are generally self-explanatory; however, the following definitions and additional information are provided for clarification. a. Percent of visitors on weekend. — This is a ratio of weekend autos to total autos metered during the survey week. b. Pleasure boating. — Pleasure boating is a boating activity exclusive of any other boat- associated activity such as fishing from a boat or water skiing. c. Sightseeing. — Sightseeing is the activity of a visitor who takes part in no other specifically listed activity while visiting the reservoir. d. Weighted average. — Weighted averages are determined according to the total number of vehicles surveyed, with appropriate weight given to the numbers included in each of the survey periods. Columns labeled weighted average are composites of spring, summer, and fall survey results for each reservoir. Lines labeled district weighted average are composites of spring, summer, and fall survey results for all reservoirs in each district. In the three categories pertaining to duration of visit, zero values were excluded during the weighing process. PART III: PROJECT DATA Data for Participating Projects 6. Pertinent project data such as location, size, number of access areas, attendance, and similar information considered necessary to adequately de- scribe a project were obtained for each reservoir included in the survey. Those data were compiled and are included in appendix A. This information is provided as an aid to evaluating reservoir characteris- tics that may influence recreation use and also to provide a basis for selection of an existing project that is most similar to a proposed project. Detailed discussion on selection of the most "similar project" is contained in paragraph 10. Definition of Terms 7. Since there could be a great diversity in the meaning of the terms used in this report, standardiza- tion of the following terms was made for clear understanding of the project data provided in appen- dix A. a. Pool size, maximum. - Refers to surface area of pool at full reservoir (corresponds to storage normally cited as reservoir capacity). b. Pool size, average recreation. — Refers to surface area of the pool storage representative of long-term average conditions occurring during the seasonal period of greatest public use. c. Number of access areas. Recreation areas accessible by road. d. Recreation facilities: (1) Tent and trailer space. - A space pro- vided exclusively for camping regardless of type of camping equipment used. (2) Day-use area. - An area designated for day-use activity which may or may not have recrea- tion facility development. (3) Boat-launch lane. - A launch lane is determined by width, each lane being 12 feet wide; including abandoned roads if so used. (A boat-launch ramp may be comprised of one or more boat-launch lanes.) e. Total attendance (or use). - The total annual attendance, expressed in recreation days (may refer to single activity or all activities combined). f. Percent of annual attendance during peak months of use. — The percent of annual attendance by month for the months of highest attendance averaged for all years of available data. g. Number of competing water-oriented recrea- tion opportunities. - The number of natural lakes, reservoirs, and rivers within the specified distance in road miles from the reservoir which have developed areas and recreation facilities provided for public use. PART IV: ESTIMATING USE Synopsis of Procedure 8. Briefly stated, the recreation-use prediction method is comprised of the steps noted below. Each step is discussed in more detail in paragraphs that follow. a. Evaluate the proposed reservoir project char- acteristics. b. Select a similar project or similar projects by comparing such characteristics with the information provided in appendix A. c. Evaluate the day-use market area of the similar project. d. Determine the day-use market area of the proposed project. e. Select a per capita use curve for the similar project or projects from appendix B. f. Modify the per capita use curve to reflect the dissimilarities between the similar projects and the proposed projects. g. Determine the county populations within the day-use market area for the anticipated year that project operation will begin and derive per capita use rates for each county population by measuring road-mile distance from the project to the center of the most populated city within the county (proxy for centroid of county population). h. Calculate annual day use from each county— per capita rate x country population. i. Sum the contribution from each county to find initial annual day use for the project. j. Determine the percent of total day use that the foregoing estimate represents— if 100 percent, it is used "as is"; if less, adjust accordingly. k. Determine the percentage of camping use for the similar project or projects from the recreation-use data summaries provided in appendix C and apply this to the day use to get total use (see paragraph 17). The recreation use as predicted from the above procedure will provide the initial year total recreation use in recreation days. A detailed example of how this procedure is used is discussed in Part V: Example of Method. Project Area Evaluation 9. Project characteristics are discussed in the follow- ing subpa.agraphs. a. Reservoir area characteristics. The primary physical characteristics to be considered are the various measurements of reservoir size and the topog- raphy of the reservoir basin. Studies to date, while not conclusive, indicate the best measures of size are the surface area and miles of shoreline associated with the average pool available for recreation during the months of highest public use. However, the size characteristics must be considered in relationship to the topography of the reservoir basin; e.g., a steep "V" basin provides limited littoral areas which are often essential to fishery production and limited shoreline suitable for recreationists to distribute themselves around the water area. b. Accessibility. — Perhaps the major considera- tion in evaluating access to the project is the quality and number of major access routes from the nearby population centers to the general reservoir area. County, state, and federal highway agencies should be contacted to obtain information relative to future improvements of existing roads or construction of new roads in the general area which will influence the flow of traffic to the potential reservoir area. The addition of new roads or the improvement of old roads may substantially shorten travel distance (or time) and may lead to enlarging the market area, resulting in a larger potential demand population. Possibly of equal importance is the amount of access which can be provided to the reservoir shoreline for the public to distribute themselves by auto. A reservoir with limited access to the water will not have as great a potential to support recreation use as one which allows recreationists to distribute them- selves around the entire shoreline. Observations and examination of recreation use at reservoirs with differing access features indicate that the ability to disperse about a reservoir adjacent to the water is an important consideration in attendance levels. c. Reservoir fluctuations. - The amount of fluctuation in a reservoir is generally considered an important influence on recreation-use potential. Anal- ysis of Corps data at the University of California, Davis, indicates that large variations in water level and water surface area deter camping use (Contract Report No. 1). Large reservoir drawdowns are usually considered to be detrimental to recreation potential, while small drawdowns provide comparatively more potential. However, this may not always be true; in some cases, when reservoir levels drop, extensive amounts of land may be exposed that are highly suitable for recreation use. In some cases, where steep slopes are encountered at high reservoir levels and gentle slopes at lower levels, recreation use of the reservoir margin is increased with drawdown. d. Alternative recreation opportunities. — The phrase "alternative recreation opportunities" is char- acterized by various substitute terms of which the most commonly used is "competition." The impor- tance of alternative opportunities in predicting recrea- tion use has been recognized in various published literature. Discussion has not only centered around similar alternative opportunities but also in whether supplemental recreation opportunities should be evaluated. For example, a city with a large, uncrowded park system with or without water- oriented activities may be considered as an alternative recreation opportunity. Fortunately, the per capita use rate curves included in appendix B reflect the alternative opportunity choice available to the market area of origin in each case. Studies to date indicate that alternative opportunities may be a significant variable and, when considering selection of a similar project, careful evaluation of alternatives available to the market area of the similar project and the project being studied should be made. However, because of the difficulty in determining the amount of all types of alternatives and the degree to which each type constitutes a different recreation commodity, alterna- tive opportunities considered should be restricted to water-oriented outdoor recreation opportunities only. e. Recreation facilities. — Regression studies conducted to date show some degree of correlation between recreation use and various measures of facility development such as investment, camp sites, boat-launching ramps, etc. Unfortunately, it is un- clear whether existing recreation use leads to increased facility development or if increased devel- opment attracts more users. Because of this circular causality, no clear indication of the effect of facilities on use is available (other than those for access, see paragraph 9b). Accordingly, the planner should make value judgments concerning the influence of antici- pated facility development programs between the proposed project and any similar projects. f. Activity limitation. - The planner must be careful to evaluate possible recreation activity limita- tions posed by various factors. Existing county and state laws regarding water-contact sports and water safety should be considered as possible limiting factors. Another example might be high elevation reservoirs which are generally too cold to expect significant swimming use. Also, anticipated poor water quality should be evaluated as a possible deterrent to recreation attendance to the extent that such conditions may limit fish production or water- contact sports. Another limiting factor might be the expectation of high fire hazard in forested areas calling for restrictions (fire-season closures) on recrea- tion use. g. Reservoir area quality. - Water quality, climate, vegetation, and scenic and aesthetic values are generally similar from project to project in the source geographic region but may vary considerably from region to region. However, extremes may occur that significantly affect recreation use. Operational evidence from the majority of participating projects included in the research program indicates that the primary attraction to recreationists appears to be the water area. Accordingly, the evaluation of the recrea- tion potential of project lands should be based on best use of the water area for specific activities. For example, a moderate to gently sloping shoreline may be best suited to swimming and shore fishing and similar activities which are shoreline-associated, while camping areas may be somewhat more remotely located to take advantage of favorable slopes for development, potential for future campground ex- pansion, etc. Selection of Similar Project 10. Subsequent to evaluation of the proposed pro- ject characteristics discussed in paragraph 9, an existing similar project or projects should be selected by evaluation of the same project characteristics (see appendix A). If sufficient information is available from another similar existing project not discussed in this report, such data should be used. Evaluation of per capita use rates (appendix B) and other data as shown in appendix C does not reflect geographical similarities between projects. Accordingly, unless evidence to the contrary is available, the planner should not limit consideration of the similar project because of geographic location. After selection of the similar project or projects, evaluation of the day-use market area conditions may provide further informa- tion which will modify this selection. Further dis- cussion is contained in paragraph 14. The planner should be alert to unusual socio-economic characteris- tics on a broad scale. An example would be a large area predominantly composed of retirement com- munities. Another important consideration is alterna- tive water-oriented recreation opportunities. Informa- tion about alternative opportunities such as the latest attendance estimates, attendance trends, kinds of recreation facilities, expected development level, and degree of saturation should be obtained for proper evaluation. Water projects that are expected to be built at some future date should also be considered. When comparing attendance estimates from alterna- tive recreation areas administered by different agencies, extreme caution should be used because agencies often collect recreation data using different measuring criteria or collect data in the same manner but use a different descriptive term. Day-Use Market Area Evaluation 11. For purposes of this report, the day -use market area is defined as the area which contributes 80 percent or more of the annual day-use visitation to a reservoir project. The per capita use curves provided in appendix B extended to the outer boundary (in road miles) of the market area. A brief description of the derivation of the per capita curves included in appendix B is as follows: The area surrounding the participating project was divided into 13 distance zones. Zones 1 through 5 are each 10 miles wide and zones 6 through 13 are each 25 miles wide. These zones were determined by measuring road mile distance along major and secondary access routes from the visitors' origin to the reservoir. To calculate a per capita visitation rate by distance zone, an estimate of the population within each zone and an estimate of aggregate recreation use by each zone was made. The annual recreation use contributed from a particular zone divided by the population for that zone yielded a zonal per capita use rate (the number of visits to the project for each person in a particular zone in one year). Zonal per capita day -use rates were averaged for 1966, 1967, and 1968 and then plotted against distance for each of the 52 reservoirs. It will be noted that for most projects not all of the available per capita rates have been used. In most cases, the rates for at least zones 1 through 5 are plotted; to conform with the definition of the market area, additional zones were added until the 80 percent level was reached or exceeded. Accordingly, the rates shown represent between 80 percent and 100 percent of the day-use visitation. In those instances where regression curves are excluded, the data from which regressions would have been calcu- lated were considered unusable for delineating per capita recreation use. Description of Per Capita Use Rate Charts 12. Selected data for each of the 52 reservoirs are presented on charts contained in appendix B. The charts are semi-logarithmic, with six cycles on the vertical scale allowing measurement of per capita rates from .0001 to 100. The horizontal scale represents road miles. The plotted points are averaged per capita day-use rates for all years for which per capita visitation is available. When one of the five regression equations was applicable, a regression curve of per capita rate on distance was plotted. On projects for which all five equations were rejected, only the points recording the averaged survey esti- mates for all years are shown. The measure presented to indicate the regression, x^ , is the coefficient of determination for the plotted values, not for the values of the transformation regressed. The reliability of the per capita rates has not been estimated since the indicators of aggregate estimate reliability are not applicable to estimates by origin. The data collection and population partition by zone for each project was accomplished by the district administering the partici- pating project. Consequently, it is likely that there exists some variability in error among districts. Day-Use Market Area 13. The day-use market area for a proposed reser- voir project under study is established using the existing market area of the similar project with appropriate adjustment by the planner based on his experience and personal knowledge of the area. The market area of the proposed project need not have a minimum 50 mile radius; the area can and often will be smaller or considerably larger depending on the location of the major using population. If, when establishing the counties to include in the market area, there is some doubt as to where the boundary should be drawn, the general criteria for selection is inclusion of those counties which have approximately one-half of their population and/or land area within the tentative day-use market area boundary. Selection of Per Capita Rates 14. No two projects are identical; therefore, the recreation planner must empirically modify informa- tion about the existing project to obtain estimates applicable to the proposed project. Although avail- able recreation attendance information includes both day -use and camping data, it should be noted that the per capita visitation data shown in appendix B are based on day-use data only. Estimates of camping use are not neglected; the procedure for making such estimates is discussed in paragraph 17. The initial selection of a similar project from which to obtain per capita use rates should be based on approximate reservoir size in terms of the surface area of the average recreation pool. Further review of the pro- jects within each average recreation pool category can be obtained from the pertinent data sheets and the narrative descriptions contained in appendix A. In general, the reservoir most similar in physical charac- teristics and water-oriented competition should serve as the similar reservoir. However, when possible, consideration should be given to selecting a similar reservoir near the site of the proposed reservoir. If the planner has difficulty in obtaining a similar project based on comparison of average recreation pools, the next smaller and next larger category should be examined. In the absence of a single most similar project, it may be desirable to use the characteristics and data from two or more projects. The recreation- use data from the similar project(s) is used to adjust the similar project per capita rates to more nearly fit the prospective project. The difference among the per capita rates of day use for various projects may be associated with differences in either project or popu- lation variables. In all instances, including those projects not depicting a regression line, the available per capita rates can provide a benchmark to guide the planner's judgment. Under ideal conditions when the proposed and similar project are alike, no adjustment would be required. However, dissimilarities do exist and will have an effect upon the magnitude and the slope of the per capita line. The following variables should be examined carefully for differences between the similar project and the project under study. Adjustment in per capita rates should be based upon differences in these variables. However, it should be noted that extremes in any of these variables (e.g., polluted water unfit for contact) may affect recrea- tion use out of proportion of their normal influence. a. Size and Quality: Surface area (average recreation pool) Land area and gradient Length of shoreline Fishery potential Water quality b. Accessibility: Number of major access routes Quality of access routes Number of access points Length of shoreline accessible by auto c. Reservoir fluctuation: Extent Frequency Duration d. Alternative outdoor water-oriented recrea- tion opportunities: Number User capacity Quality of recreation experience Relative price of the recreation experience e. Recreation facilities: Number and type Quality f. Activity limitation: Size of project Laws or regulations Water temperature Water quality Weather conditions Estimating Initial Day Use 15. The per capita use rates shown in appendix B, although calculated on the basis of fixed-distance zones, yield estimates for any applicable county distance. The per capita use curve for the proposed project will provide a per capita use value for any county at the appropriate road mile distance from the proposed project. Road mile distance to the popula- tion center of any county is determined, and the appropriate per capita value is applied to the total county population. This procedure is repeated for each county and the resulting recreation use is totaled. Generally, the most populated city can be used as a proxy for a calculated population center (centroid). Road mile distance from the center of the city to the project is measured and the value from the adjusted per capita curve corresponding with that 10 road mile distance is recorded as the per capita use value for the county. (Additional discussion of this is contained in Part V, and in Contract Report No. 1.) In the case of those counties with two or more major population centers, it may be necessary to treat those populations as separate units with separate per capita values. The reason for dividing a county into indi- vidual units is that per capita day-use visitation generally decreases rapidly as distance increases. When two or more large population centers exist with a single county, selection of a single centroid could lead to selection of a distorted per capita value. An additional problem is relating both population esti- mates and per capita use values to the initial year of use for the proposed project relates to time lag between the investigation and the anticipated year that operation of the completed project is com- menced. This projection has often been made for periods up to 20 years in the future. The required population variable should be projected to the initial year of project operation based on the same projec- tions used in formulating other project purposes. However, to maintain a relatively conservative use estimate, it is generally not advisable to attempt projection of a changing per capita rate from the year(s) the data was collected to the initial year unless substantial evidence is available which will justify such an adjustment. Example of Initial Day Use Determination 16. Consider, for example, that Black Butte Reser- voir was selected as the most similar project to the prospective project under investigation. Also, assume that the prospective reservoir is such that the selected market area includes seven counties. The road mile distances to the county centroids and the county populations are listed in the following tabulation. The estimated day use from each county and total estimated day use from the market area is included (products of column (c) and (d) values). The per capita rates used below were read from page 30, appendix B. (a) (b) (c) (d) (e) Per Capita Projected Day Use County Road Miles Rate Population 82,030 (Recreation Days) 1 67 .16 13,125 2 47 .40 12,075 4,830 3 16 2.30 20,911 48,095 4. 55 .27 56,988 15,390 5 60 .22 2,247 495 6 22 1.50 33,380 50,070 7 21 1.55 33,859 52,480 TOTAL 184,485 (Rounding might result in a total of 184,000, 185,000, 180,000, or 200,000, depending upon relative imputed accuracy.) In some cases, it is necessary to modify this day-use estimate by application of a percentage value repre- senting the planner's judgment of any additional differing influences between the project under study and the similar project(s) from which data was derived. An example of such a differing influence could be the additional day use contributed by visitors to resorts in the vicinity of the project under study who would use the project on a day-use basis. If judgment indicated a 10 percent increase due to such an influence in the above example, 18,400 would be added to 184,000 for a total use estimate of 202,400, or 200,000 by rounding. (This discussion relates to item j, paragraph 8, and the last two sentences in paragraph 26.) Estimating Total Initial Use 17. If, in the planner's judgment, there is no camping anticipated at the prospective project, the previously calculated day-use estimate will represent ^ ^ total initial use of the project. However, if camping is anticipated, the total initial use will be a combination of camping and day use. In this case, the total initial use may be estimated as follows: Total initial use = (day use) -^ (1 .00 - % of camping) 100 Appendix C indicates that the average percent for camping on Black Butte Reservoir, which was pre- viously selected as the similar project, is 3 percent. Hence, the day use contribution to total use (denom- inator for the previous equation) is (1.00 - .03) = .97 or 97 percent. Using the day use estimate of 184,000 recreation days as determined above, the total use may be estimated as follows: Total use = (184,000) -^ .97 = 190,000 recreation days Projection of Potential Recreation Use 18. An important part of the recreation analysis of the prospective project is the estimation of potential future recreation use anticipated for a project over its economic life. Although there are many factors that may affect future recreation use projections, there are essentially two basic items to be considered: popula- tion projections and anticipated increases in future per capita use rates. Most published literature indi- cates that the per capita rate for water-oriented outdoor recreation use is increasing. However, since available Corps data cover such a relatively short period, it has not been found desirable to project per capita use increases for project formulation studies. (Although not reported here, a preliminary projection of per capita use rates in California was constructed from available data and has been useful in indicating the scope of anticipated per capita use increases.) Further studies will be made in an attempt to determine incremental annual change in per capita use rates for wider application. In the interim, it is suggested that existing rates be applied assuming no change over the life of the project. Additional Considerations in Use Prediction 19. An important consideration is the estimation of existing recreation use at prospective reservoir areas under pre-project conditions. This evaluation depends primarily upon inspection of the resources of the potential reservoir area and evaluation of available recreation use information in the area. This amount of recreation use must be subtracted from the initial use estimate prepared for the reservoir project. Another important consideration is estimating the physical potential of the project to support recreation use. For each reservoir, and the physical resources made available, there will be a certain level of recreation use beyond which there would be detri- ment to the existing natural resources; "elbow- room," or the degree of tolerance to crowding is also important. This principle applies to individual recrea- tion areas as well as an entire reservoir project. Thus, attendance can generally be expected to reach a maximum practical level and then oscillate about that level for the remainder of project life. In cases where reservoir resources are large, and the surrounding user population is comparatively low, the maximum prac- tical level may not be reached within the economic life constraint. Conclusions 20. The foregoing methodology is an interim pro- cedure for estimating initial reservoir recreation use pending the development of more exact prediction techniques. It is recognized that there are inherent deficiencies in the method and that additional data and more extensive research are needed before further refinements are possible. Current data collec- tion and research efforts are directed toward more precise definition and quantification of variables influencing recreation use and the development of more accurate procedures for estimating use. 1? PARTY: EXAMPLE OF METHOD Application of the Method 21. An initial recreation-use estimate for Pine Hol- low Reservoir, a hypothetical multipurpose reservoir project under investigation on Lee Creek in western Arkansas and eastern Oklahoma, is discussed in the following paragraphs. Similar Projects and Pertinent Data 22. Examination of pertinent data for the 52 projects included in appendix A shows two projects as being most similar to Pine Hollow: Black Butte in California and Hills Creek in Oregon. For comparison, pertinent data for Pine Hollow, Black Butte, and Hills Creek are presented in the tabulation on the follow- ing page. Day-Use Market Area 23. Comparison of day-use recreation attendance data for the similar projects shows that the majority of day-use visits originate from within 50 road miles of those projects. Fifty road miles (in this example) is also applicable as the day-use market area boundary for the Pine Hollow project. Applying the criteria for selection of counties to be included in the day-use market area; i.e., 50 percent or more of land area and/or population of a county is within the boundary of the day-use market area, there would be nine counties expected to contribute the majority of day-use recreationists to the project. (Bear in mind, however, that strict adherence to these criteria is often neither possible nor is it recommended; they are provided as guidelines only and should be viewed within that context. Selection of counties or parts of counties with their respective population should be an informed judgment decision made by the planner based on his personal knowledge and expertise and not simply selection that is based on conformance to criteria only.) Per Capita Recreation Use 24. Per capita recreation use for the two existing reservoirs is shown on a work sheet (chart 2), and the anticipated per capita use rate for Pine Hollow has been entered. Counties and Populations 25. With the counties and populations determined and a per capita recreation use curve established as shown in chart 2, the road mile distances to the most populated city within each county and the per capita use rates corresponding to those distances are re- corded. (However, in determining such rates, it should be understood that using the most populated city as the center of population for a county is merely a guideline. If, in the planner's judgment there are circumstances which justify establishing more than one per capita rate per county as in the case of large counties with more than one major population center, it is advisable to do so.) The data presented in the tabulation shown in paragraph 26 contains two adjustments— both based on the planner's judgment. The first is an adjustment whereby a measurement to the most populated city (Crawford County, 18 miles) would have resulted in an extremely conservative per capita rate for the county and not a true reflection of anticipated use (Crawford County, 0-10 miles). The second utilizes only one-half of a county population (Le Flore County), which is a judgment decision based on knowledge of the area and anticipated use patterns. 13 PERTINENT DATA COMPARATIVE TABULATION Item Pine Hills Black Hollow Creek Butte Location (State) Arkansas Oregon California Maximum pool: Acre-feet 124,000 356,000 160,000 Surface acres 2,850 2,819 4,560 Average recreation pool: Surface acres 2,200 2,700 2,845 Shoreline miles 26 35 25 Year impoundment began - 1961 1963 Number of access areas 4± 5 5 Recreation facilities: Tent and trailer spaces - 58 37 Day-use areas (capacity in recreation days) - 1,500 10,000 Boat launch lanes - 5 7 Attendance (recreation days): 1967 - 99,600 179,700 1966 - 107,446 213,390 1965 - 95,500 155,820 1964 - 66,413 107,600 Recreation season Apr -Sep May -Sep Apr-Sep Project purpose (EC - flood control, R = recreation, C = conservation , P = power, WS = water supply, and I = irrigation) FC,WS,R FC,C,P EC, I Timber cover Dense Dense Sparse Reservoir terrain Moderate to steep Steep Moderate In National Forest Yes Yes No Access: Paved road, about Vi of reservoir Yes Yes Yes Limited access, about Vi of reservoir Yes No Yes Overnight lodging nearby Yes Yes No Competing water-oriented recreation areas: 0-25 miles - lake (acres) 14,800 5,385 1,250 - river (miles) 35 25-50 miles - lake (acres) 84,500 16,452 3,923 1 A Initial Day Use Camping Use and Total Initial Use 26. The tabulation presented below summarizes the data used in determining initial year day use for the Pine Hollow project and also details the derivation of such use. Based on the criteria that the day-use market area used here comprises between 80 and 100 percent of the estimated day use to the project, a further decision has to be made from similar project data as to what the percent of total day use that the foregoing estimate represents. In this example, it is assumed that, on the basis of regression curves for the similar projects, virtually all of the day-use visitation to the project will originate from within the market area used, therefore, the estimate derived represents 100 percent of base year day use. 27. The day-use estimate is now used as the basis for estimating total initial year recreation use. To do this, an estimate of the percent of anticipated camping use to total use for the project must be made. Examination of camping data for the Little Rock District, in which the Pine Hollow project would be located, shows that the weighted average of campers on the projects in that district represents 15 percent of the total use. Empirical adjustments to this percent may be made if warranted. However, for illustrative purposes, the percent is used "as is" in the following calculation. Total annual use = 137,000^(1.00-0.15)= 161,176 Total project base year recreation use (rounded) = 160,000 recreation days Distance County Population 7,000 Road Miles Use Rate Day Use Crawford (0-10) 6.9 48,300 " 17,200 18 1.1 18,920 Sebastian 73,600 23 0.62 45,632 Adair 14,800 28 0.37 5,476 Washington 72,600 40 0.15 10,890 Le Flore 16,000(1) 41 0.145 2,320 Sequoyah 21,500 46 0.105 2,257 Cherokee 22,600 48 0.092 2,079 Franklin 1 1 ,300 49 0.090 1,017 Madison 10,300 69 0.045 463 137,355 Total annual base year day use (rounded) = 137,000 (1) One-half of county population L o 0^ r— if o '- UJ K ■ i X so f 5 o at 2g Z K Of 55 < _ > I so Z w Qx i^ §s 55 >o J _ io lag PI si" 2zi -°5 Ii? o u 1 i 1 1*. S c i 02 ii i C=D1 — OVld * Cs r- X r- so aaoD AlNnOD — 3iVlS - - - - - '- - - - X 5 Oi 3DNViSia - - - - - - - 1^ 1* og iiV3A 83d SlISIA O - - u J. ^ - - - - o so SO z o i3:§ r- O S - - - - - - - so O 5 > u. 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CO CO n CO (0 d) (U QJ 0) (D O pH pH pH pH pH ^ o •< O > CO o u •H Q) K > u •H U ;:J O Q) •H D' H > > K u CO (U }^ •H O •H PQ fH CO vi •H ,o Q) to to K ex k. ». o tn Ol CM «^ > (0 « c •♦- O o N _ » OT U a> C u (S o .«-• ■ ■o ■o u o to ■»-' 10 9) c U Ol 4^ « .. a> X L. a. k. o «> u > •— V) k. 1. ._ >♦- O o > t. 0) 0) a> w ^* » .— ^ E k. (0 o O ■o JC (A «> k. > to — o w A-^ BELTON RESERVOIR 1. Reservoir description . - Belton Reservoir is located In the Leon River Valley of Bell and Coryell Counties 16.7 miles upstream from the confluence of the Leon and Little Rivers and is about 3 miles north of Belton, Texas, and about 8 miles west of Temple, Texas. The surrounding area is characterized by buttes, mesas, and divides with stands of oak, elm, raesquite, juniper, and ash. The terrain in the area ranges from flats in the narrow valley of the flood plains of the Leon River and Cowhouse Creek to steep slopes and near vertical bliiff s in the uplands . The project area, comprises 24,225 acres in fee of which "JfkOO are in the pool at the conservation pool level, and 3^268 acres are in the Ik designated park areas . 2. Recreational resources . - Access to the reservoir is provided by three state highways. State (Farm to Market) highways, and county gravel and hard surface roads . The climate of the reservoir area is characterized by moderately humid and generally mild temperatures . All types of water-oriented recreation activities are allowed. Fishing, swimming, picnicking, and sightseeing are the more popular activities . There are many motels in the area and five subdivisions around the reservoir. The towns of Belton, Temple, and KiiLleen as well as Fort Hood are all within 10 miles of the reservoir and contribute about 70 percent of the visitation. About 90 percent of the visitation originates from within the 50-mile zone of influence which has an estimated population of 381^000* A photo representative of the project is shown below. A-7 PERTINENT DATA Project Name: Benbrook District: Fort Worth Project Location: State or States: Texas County or Counties: Tarreuit River or Rivers: Clesu: Fork of Trinity Major Highway Access Routes: U.S. 377 Project Purposes: Flood control & conservation Year Impoundment Began: 1952 Pool Size: Maximum: Acre Feet l6U,800 Surface Acres 5,820 Shorel ine Mi les 82 Average Recreation: Surface Acres 3,770 Shorel ine Miles Uo Number of Access Areas: 5 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)*' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1964 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 10.7 12.1 li*.0 18.1 12.1 1/ Average weekend day of peak month of use. A-9 70 21,700 22 2,387,900 1,995,500 l,8i^9,^*00 1,689, Uoo 1,526,800 Sept Tota 6.6 73.6 z o ■< z •< — ■< I— CO t>- 0- t>- t- "P [^ C-- C- r- r- C-- l>- t>- VD VD VD MD ^ -Ss vo vo VD vo V£) VO vo On On ON ON ON ON c:k On a\ ON o\ H H H H H iH H H H H H H H 8 LfN o o o o o ITN o o o o o o o o o o ooooooooo OOQQOOQOO o o o o o CXD CM CM CO CO OJ o LfN ITN ir\ o GO o o CM CM CO <:> a o H CM \D LTn rH 00 (0 _l CC o — o UJ — in {15 1— ■X. t- 1 in CM UJ -. >-l >H (0 M U u CO (0 o o QJ H >-i >H JM >H >H s o o o o •< h- co CO CO u O Q) -. >H >H CM ca CO CO (U 0) H >H >H CO CO CO ^ ^ ^ CO CO CO ^ ^ ^ o ON O o o l/N O LfN O >- o o ITN CJN o 00 CO tv CM -:!• 00 VO ITN VO OO ITN OJ oo CM 00 \o CM CM ON l>- «^ «\ •v «« ^ «v W\ *\ •l o CO oo t>- G w (U C •H O ^ t (3 ^4 T\ CO o ,C! Ch -P Oi -P •H c ^ 43 rC Xi o 0) •H U K p +> o 0) •H -P 03 ■P -p PC w o o •H r; fl H U X 05 ^4 c Ph $:< s h^i •H u O 05 J?* o ^ >5 CO Sj § 1 0) > < S :s rs :s 05 o o bD V d CO 0) -p c ca tJ p H N (U ft in k. 1 t) in V CM I. « in O) CM (0 1 k. o a> s_^ > 10 0) c >♦- o o N „^ 0) n O 4) c L. (0 u ••-> «0 M ■^ ,^ ■^ ■o CO 0) "O k. 0> (0 ■*-> (0 a> c o Ol « — H- <0 U a> 3 ■o «> c •*-' •^ C .c V 4-* M ._ V S I. a. k. 4> a> U > •^ M k. k. .— H- o o > k. OT a> V M ^ 0) — k. E k. en o a> >♦- -i-> O c c s a> o •u .c M ■*•' > (0 — A-10 BENBROOK RESERVOIR 1. Reservoir description . - Benbrook Reservoir Is located on the Clear Fork of the Trinity River 15 river miles upstream of Its confluence with the West Fork of the Trinity River In Tarrant County, Texas. The area within the reservoir limits Is characterized by a gently sloping valley bordered by abrupt, steep slopes on the east and south sides and by more gradual slopes on the north and west sides. Timber In the reservoir area Is sparse except along the streambanks . The project has 2,896 acres In the 5 designated park areas and 3^770 surface acres at the conservation pool level available for recreation. 2. Recreational resources . - U. S. Highway No. 377 extending west- sou thweit~from~F^^t~Wortir' passes within one-half mile of the west end of the dam and crosses the Clear Fork within the reservoir area. A hard surfaced county roaxi extending southwest from Fort Worth provides access to the east end of the dam. Several all weather coxmty roads leading from these two roads provide access to the various park areas. The reservoir lies in a region characterized by a relative mild climate having hot days and warm nights during the summer and comparatively mild temperatures during the winter. All types of water- oriented recreation activities &8 well as an l8-hole golf course are available. The nearest population center is the Fort Worth metropolitan area which is approximately 12 miles from the reservoir. About 90 percent of the visitation originates from within 25 miles of the reservoir. A photo representative of the project is shown below. A-11 PERTINENT DATA Project Name: Canyon District: Fort Worth Project Location: State or States: Texas County or Counties: Comal River or Rivers: Guadalupe Major Highway Access Routes: U.S. 8l & 28l Project Purposes: Flood control & conservation Year Impoundment Began: I96U Pool Size: Maximum: Acre Feet 7^,900 Surface Acres 12,890 Shorel ine Miles 109 Average Recreation: Surface Acres 8,24o Shorel ine Miles 80 Number of Access Areas: 7 Recreation Facilities: Tent and Trailer Spaces: 1U5 Day Use Areas (Capacity in Recreation Days)*' 10,200 Boat Launch Lanes: 37 Attendance (Recreation Days): 1968 1,427,300 1967 1,112,900 1966 956,000 1965 631, iKX) 1964 9^,500 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 12.4 10.1 12.7 15.9 12.1 7.2 70. U 1/ Average weekend day of peak month of use. 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(0 o Q) H- ^J O C c » a> o ■o .c •n «) k. to 0) -t-" > - c- 0- => VD VD VO Z LLl On ON OS ■X. o H H H 0) - >H >* O •< O -^ O s UJ — U) R 1— z 1 3E (- CM LU o ^ z PQ o: LU = o S 1 OS o if> Q LU CM \— LU 1 M o u w ^"^ (0 O 0) lA u 1 u lA V CM i. •. V Lt> Ol CM <0 1 L. O 0) s^^ > « M u «> c L. c u Ol 3 -o (A c -IJ -— C Jl 0) •*-' (0 .— o o > k. 10 « o> «> ^— a> ■— ^ B u in o 0) «•- -•-> o c c 5 «> o -o .c ♦J > - "P 0- t>- ^- C~- t- t> t>- C-- vo v£> >?. V£3 v£) \o MD MD VD VD VD On CTn ON o\ On On Ox On ON ON rH pH rH iH rH iH rH rH rH rH rH o o LPs •\ LTv ON On O O O o o o o o C\J o 00 CO o o o o ITN o o o 00 on CVJ o o o o o o o H ON OJ o o o o o LTN o o o LTN O o LTN O O O LPv CO rH (0 1 OS O (0 0) o w 0) CO 0) g m m to c/> Q. CO W w O O a: o CO a- w — z 1^ oc Lkl B^ o U 1-:) q: O If) LU CM ^ 1— •< UJ O !ii » CO o o o o ■< (- CO w w w w w w CQ w CO CO (1) (U CD 0) ^ >H >H >H >^ >H >-■ >- >H s >H o 111 1 o O O UN CM ro 00 LPv o c- O o O CO VD CO J- C\J C\J CVJ o ON CM on CO o 00 ro ITN CJ O ITN LfN CVJ CO C5N CO o o o ITN o o o o o LfN o Lf> UA ITN CVJ 1 o ITN 1 l/N 1 LTN LTN 1 LTN ITN CM LTN CO LTN LTN 1 ITN 1 LfN ITN CD o C) CO CO U •H O t u CVJ CO CO CVJ CO •H O t U CO •H CO •H 0) o o ^ cc ^ in K QJ u c QJ c o •H ;^ ^ o •H CO O Ch o 0) u ^ CO a (D U >H > Q) K c ^ ^ (U U 0) •H -i=S 3 Q) •H -P -P CO ^ K O X O C H C^J U 5 K o > < :s. ^3: o3 +^ f~, p u •H •H 0) 05 ^ ^ ^ :i O ^ « o 0) in I. 1 o IT) «a^ > 10 o c >♦- o o N ,,^ a> (0 « a> c 1. <0 u •«-> « «> ^,.«i> ■ M> ■o <0 a> ■o i. 0) fO -H flj — >♦- M k. a> 3 ■o — c .c 0) ■»-> M .. O 2 \. a. u « 0) O O > k. 0) 0) 0> 0) — »- •«-< o c c 5 « o TJ (0 (A 1. (Q 4) ••-' > « — A.-?.? GAEZA-LITTLE ELM RESERVOIR 1. Reservoir description . - Garza-Little Elm Reservoir is located on the Elm Fork of the Trinity River about one mile north of Levrisville, Texas, and lies entirely within Denton County. The area vd.thin the reservoir limits is characterized by a rather broad valley bordered by fairly steep slopes rising to the gently rolling upland areas . Most of the area was in cultivation or used as pasture prior to the construction of the dam. The project has 5^366 acres in the 21 designated park areas and has 22,970 surface acres at the conservation pool level available for recreation . 2. Recreation resovirces . - The reservoir is readily accessible by hard surface FM highways and coimty roads which connect with the following highways: Interstate Highway 35E, U. S. Highway 77^ State Highway 121, and State Highway 2k. The reservoir is located in a region characterized by a relatively mild climate. The summer days are hot, the nights warm, and the winter periods are normally short and comparatively mild. All types of water-oriented recreation activities are allowed. Pleasure boating, picnicking, fishing, water skiing, aind swimming are the more popular activities during the season. There are several motels and subdivisions around the reservoir. The reservoir is within 20 miles of the Dallas metropolitan area and about 10 miles from Denton, Texas. Approximately 95 percent of the visitation originates within 25 miles of the reservoir. A photo representative of the project is shown below. ^- A-?3 PERTINENT DATA Project Name: Grapevine District: Fort Worth Project Location: State or States: Texas County or Counties: Denton & Tarrant River or Rivers: Denton Creek Major Highway Access Routes: U.S. 377, State 121 & llU Project Purposes: Flood control & conservation Year Impoundment Began: 1952 Pool Size: Maximum: Acre Feet ^35,500 Surface Acres 12,7k0 Shorel i ne M i 1 es jfot Available Average Recreation: Surface Acres 7,380 Shorel ine Miles 60 Number of Access Areas: 12 Recreation Facilities: Tent and Trailer Spaces: 2l6 Day Use Areas (Capacity in Recreation Days)*/ 32,120 Boat Launch Lanes: 2U Attendance (Recreation Days): 1968 2,70U,100 1967 2,809,200 1966 2,389,800 1965 2,026,300 I96i| 2,011,100 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 8.1 13.9 15.8 18.9 lU.O 7.0 77.7 1/ Average weekend day of peak month of use. t>- t>- t^- "P t- c- c- t>- c- t>- C-- t^ VO VD \D ^ v£) vO VO vO ^ VD \D \o ^} cr\ ON On ON CTn ON ON ON ON 0^ r-i H rH rH rH rH rH rH rH rH rH rH o o o o O O O o o o o o o o -t-r UJ z o O O o O o o o o o o o <0 t— UJ ■*t t— u> LTn o 00 O o o p4 o o o o "O •\ «\ rt •\ *\ •v #\ «v v^ «^ •s «v z t— t- LPv o s o 00 o ~:t o LTN o UA 1 — ^ 00 ON o ITN en o ON o rH o CO 1 -=)■ ON o CM t>- CM VO vO LTN -4- rH «^ •\ «\ «\ UJ H r-i CM CO o o — Q. O o LU O UJ 0£ o I Of o o I— O — 115 I :c ID I— CM o O in CM O en o o o c- c- LTN t>- m o (0 CO >M >-l CO o o o LTN «\ CO o 00 CM m CM ITN o !> O :^ CO VD CO CM CM CM o CM m CO CO CO 0) 0) 0) ^M >H >H CO CO CO CO CO CO CO CO CO CO p ^ >H >^ >H >H >-l >H >H >^ >H CM CM CO 0) CO o o o LTN J- cu en cr\ ON CO c flS o (o ir> »- I u lf> (U CM W CM <0 I »- o 0) — ' > c •^ o O N —^ © M U V C « -•-' •o (0 0) -o k. I ITN CM U •H O > u 0) CO ec H H PQ O UA I Lr\ CM U •H O > CO (U K O O u pq LfN CM i o o t CO •H ■P •H c •H UA CM I o X X o O o a> m — O) — 1- e ^ fl) — !,_?(=; GRAPEVINE RESEEVOIR 1. Reservoir description. - Grapevine Reservoir is located on Denton Creek about 20 miles northwest of the city of Dallas, and about 20 miles northeast of Fort Worth. The reservoir occupies portions of Tarrant axid Denton Counties, Texas. The valley throughout the reservoir area is flajiked by fairly steep, irregular hills. Prior to construction, most of the reservoir area was cultivated or used for grazing, and about 3 percent of the area was covered with scrub oak and brush. The project has 3^863 acres in the 12 designated park areas and 7>380 surface acres at the conservation pool level available for recreation. 2. Recreation resources . - Grapevine Reservoir is readily accessible from U. S. Highway 377 which crosses the reservoir in the upper reaches. State Highway 11^, which parallels the southwestern shoreline, and State Highway 121, which crosses Denton Creek just downstream from the dam. The project lies in a region characterized by a relatively mild climate. Summers are long, with high day and warm night temperatures and the winter periods are normally short and comparatively mild. All types of water-oriented recreation activities are allowed. Water skiing, swimming, fishing and picnicking are the more popular activities during the season. The nearest large population center is the Dallas -Fort Worth metropolitan area, which is approximately 20 miles from the project. About 95 percent of the visitation originates from within 25 miles of the project. A photo representative of the project is shown below. .on PERTINENT DATA Project Name: Hords Creek District: Fort Worth Project Location: State or States: Texas County or Counties: Coleman River or Rivers: Hords Creek Major Highway Access Routes: state 53 Project Purposes: Flood control & conservation Year Impoundment Began: l^kS Pool Size: Maximum: Acre Feet 25,310 Surface Acres 1,260 Shorel ine Mi les l8 Average Recreation: Surface Acres 510 Shorel ine Miles 11 Number of Access Areas: 3 Recreat i on Fac i 1 i 1 1 es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)*' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 I96II Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 7.U 11.2 16.9 19.6 17.5 1/ Average weekend day of peak month of use. 50 2,580 Ik 136,500 20U,100 201,000 20U,ltOO 232,500 Sept Total 10.1 82.7 ■ —I ce — Q. o < Q:: frl rn ' . W LU — a> K 1— 3: ir> z 1- CM LU B 0: LU _l CO Q 1 LU a: in CM s o o o o z t>- t>- t> I>- !>- I>- "P c~- t>- C- C^ vx; vX) VO v£) MD VO ^ VD vo VO vn UN o\ o\ cr\ ON CTn ON ON ON ON i-H H iH r-\ r-i H I-) rH iH rH r-l o o o ♦v LTN cn o o o C\J t i •H O O o OJ CM O O o o o o o o o c o c o o ITN o o ITN o o o o o LfN CM www 0) H >H >H LfN H UA 00 -4- liA VD LTN OJ K 73 Cl h ^ H C H H >- !>H >-< >H ^H ^ >-i w w M W w .'I' (U CL) ^ s s >H l>H >H e: s s s >H ir\ LTN -d- ^ iTN t>- C^ CO iH H CO CVJ LP\ UA UA L'\ LTN (M LPv ir\ IfN OJ l/N LTN CM Oj CM LTN 1 1 1 1 1 1 1 1 1 1 1 LfN CM OJ ITN OJ CM UTN OJ u •H O > u W (U 0) u 1 IT) a> CM I. 0) ir> w CM to c u -0 i. u <8 -»-' c o< ♦- <0 k. (U 3 T3 a> u > (/) I. I. — >♦- > \. (0 0) 4> M »— 0) — c c S «> ■0 ^c M M L. (0 0) ♦^ > <0 — W A-30 HORDS CREEK RESERVOIR 1. Reservoir description . - Hords Creek Reservoir is located in the Colorado River Basin on Hords Creek in the central part of ColemsLn County, Texas. The land within the reservoir area is characterized by low rolling hills through which Hords Creek has cut a relatively narrow valley. In general, the area is covered with scattered growths of live oak, mesquite, and other species of trees. The project has 1,215 acres in the three designated park areas and 510 surface acres at conservation pool level available for recreation. 2. Recreation resources. - The reservoir area is primarily served by the hard surfaced State (Farra-to-Market) Highway No. 53; which extends to the west from Coleman, Texas along the northern boundary of the project. Graveled county roads parallel the reservoir on the south and west. Hords Creek Reservoir lies in a semi -arid region characterized by moderate winters and comparatively long summers. All types of water-oriented recreation activities are allowed. Fishing, picnicking, swimming and camping are the more popular activities during the season. There are few motels near the area and no subdivisions. The nearest large population center is Abilene, Texas, which is approximately ^5 miles from the project. Approximately 65 percent of the visitation originates from within 25 miles of the project, Qh percent from within 50 miles, and about 12 percent is from beyond 100 miles . A photo representative of the project is shown below. A-31 PERTINENT DATA Project Name: Lavon District: Fort Worth Project Location: State or States: Texas County or Counties: collin River or Rivers: East Fork of Trinity Major Highway Access Routes: state 2U & 78 Project Purposes: Flood control & conservation Year Impoundment Began: I953 Pool Size: Maximum: Acre Feet 423 Uoo Surface Acres 20,050 Shoreline Miles Not Available Average Recreation: Surface Acres 12,o8o Shorel ine Mi les 8^ Number of Access Areas: 11 Recreation Facilities: Tent and Trailer Spaces: 128 Day Use Areas (Capacity in Recreation Days)'' 23,120 Boat Launch Lanes: k2 Attendance (Recreation Days): 1968 2,766,900 1967 2,69^,100 1966 2,376,900 1965 3,077,000 '^^'^ 3,36if,700 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 10. ii 10.4 11.9 13.9 10.1 7.4 61+. 1 1/ Average weekend day of peak month of use. A-3" ac o 'I z - t>- c- t>- t- tr- t-- r- \o VD vD VD VD vr> MD vo ON ON ON ON ON ON ON H iH iH rH H rH r-\ r-l o o o o o OJ o o CO «\ C\J o o C\J o 00 OJ o o o o o LTN OJ o o o o o o o o LTN o o o o o o O ITN Lf^ 00 H H to o o — •< (0 u u h- > O O o OJ H >H s s >-l CO a. H >^ >H to to to to < >^ >H o e o > o ■ — . o CO LU — UI 1— 1 in CM UJ C3 ^~ ■3C fe Q±: UJ O o _J > o O o o O o o l/N o o lij o E i IfN 1 LfN ITN 1 LTN 1 ITN LTN 1 ITN LTN 1 ITN CM O 00 OJ 00 C\J CVJ OJ OJ CO o •H o e to u •H to u •H O to 0) LU a> W 0) ^ p: 0) to •H Eh 1-55 H « .C efl CO 0) c >♦- o o N ,^ 9) <0 U a> c I. — C f a> 4^ (O — V 2 V. a. k. a> » I. > ♦- o o > u 0) 0) a> «> ^ V — k. E k. «> o 0) «»- -(-> o c c » a> o ■o .c «> M U 10 a> *> > to — A-34 LAVON RESERVOIR 1. Reservoir description . - Lav on Dam is located on the East Fork of the Trinity River in the southeast portion of Collin County, Texas . The area within the reservoir limits is characterized by a gently sloping valley bordered by moderate sloping banks. Most of the valley land and slopes are cultivated or utilized as pasture; the remainder is covered with a fairly heavy growth of native timber. The project has 1,204 acres in the eleven designated park areas and 11,080 surface acres at the conservation pool level available for recreation. 2. Recreation resources . - Lavon Reservoir is readily accessible either by direct access or all-weather county roads which connect with State Highways 2^+ and 78* The reservoir lies in a region characterized by relatively mild climate. The siimmer days are hot, the nights warm, and the winter periods are normally short and comparatively mild. All types of water-oriented recreation activities are allowed. Fishing, picnicking, swimming, water skiing, and pleaisure boating are the more popular activities during the season. There are few motels near the reservoir, but there are several subdivisions around the perimeter. The largest population center near the reservoir is the Dallas metropolitan area, which is about 30 miles from the project. Nearly all of the visitation originates within 30 miles of the reservoir. A photo representative of the project is shown below. ^***% A-3'^ PERTINENT DATA Project Name: Navarro Mills District: Fort Worth Project Location: State or States: Texas County or Counties: Navarro & Hill River or Rivers: Richland Creek Major Highway Access Routes: State 171, 31 & 22 Project Purposes: Flood control & conservation Year Impoundment Began: 1963 Pool Size: Max imum: Acre Feet Surface Acres Shorel ine Mi les Average Recreation: Surface Acres Shorel ine Miles Number of Access Areas: Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)*' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 19611 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 9.7 10.5 12.2 1I+.3 11.9 1/ Average weekend day of peak month of use. A-37 212,000 11,700 97 5,070 38 3 33 3,280 12 J+07,200 i+09,200 U01,500 U30,300 U32,100 Sept Total 10.6 69.9 t>- 'P t>- t- "P VD 'P t- P ^- On ^ On ON ^ ^ >?. V^ ON t-i r^ r-\ r-i tH iH iH rH iH H -x. z v_^ > v^ > , s > ■ V ■ V ■ > . V ■ •«* A Q (3 o o c o o o o o o UJ ^ o o o o o o o o o o h- Ul ir\ 00 o o o ON o o vO in •< t- •* *v *>t #v •v »v •v #\ «\ •\ 2 1- t>- m o o o c- o o -=r OJ — -CI S -d- u^ V£) o o\ LTv OJ o o 1- t- CM H r-i CM on CO LU LU t— — «t w w u w w W CO h- ^ O 0) 0) 0) OJ -l >-l >H >-< >H >^ >-• S S 00 a. CO w I-:] O I o o o I 0£ o o o cc _J UJ =9 — O — ir> in CM OH O ID CM LU I M O (0 u 0) O (U >H S >H w w w w u w o H >H >-" >-i >H >H o ITN CO o o CO ro o O ro UA O o o UA UA -:t VD VO CM O o- VO CM t- •\ •\ •v H O- ir\ H o ir\ o ^^ f^ <« a> O o o ITN o o O O o o UJ LTN LTN ITN CM LA LA LA LA LA lA o 1 1 1 1 1 1 =K e LA LTN LTN o LA lA LA LA LA LA ■«t ^ CM 0^ OJ CM CM CM CM CvJ CM i^ •H o g h O a; -a •H > U iH Q) p u W K > OJ 0} C •H j=i Jh (U •H 0) ^ •H •H c cd 0) K H « Jh pH X u •H ^ W H o iS 0) ft Jh » m I. 1 o tr> Oi CM k. » V in en CM CO 1 k. o a> ^.^ > CO o c >4- o o N ^^ a> M o «> c U « o ♦J ■o L. 0) ^^ C C .c 0) •«-> M .* a> 3 I. o. I. .^ m k. v. » H- O o > k. « V a> (0 •— a> .— u E k. (« O (U 4- ■M o c: c 3 «> o ■o (A 0) I. <0 0) -t-l > « — A-3P NAVARRO MILLS RESERVOIR 1. Reservoir description . - Navarro Mills Dam is located on Richlsuid Creek, 63-9 river miles above its confluence with the Trinity River. The reservoir area is located in Navarro and Hill Counties, Texas, about l6 miles southwest of Corsicana, Texas. The area within the reservoir area varies from steep slopes to rather low flats. The tree growth in the area is very sparse, except for a narrow fringe adjacent to the creek bed and draws . The project has 1,265 acres in the three designated park areas emd 5^070 surface acres at the conservation pool level available for recreation. 2. Recreation resources. - Navarro Mills is readily accessible over hard surfaced state highways and county roads . It lies in a region characterized by a generally mild climate having hot summer days and warm nights and comparatively short and mild winters . All types of water-oriented recreation activities are allowed. Picnicking, fishing and swimming are the more popvilar activities during the season. The nearest population center of any size is Corsicana, Texas, which is about I6 miles frcm the project. About 70 percent of the visitation originates from within the 50 mile zone of influence and 20 percent from within the 5O-IOO mile zone of influence. A photo representative of the project is shown below. ■,-Tf- PERTINENT DATA Project Name: Proctor District: Fort Worth Project Location: State or States: Texas County or Counties: Comanche River or Rivers: Leon Major Highway Access Routes: U.S. 377 & 6?, State 6 Project Purposes: Flood control & conservation Year Impoundment Began: 1963 Pool Size: Maximum: Acre Feet 37^,200 Surface Acres ll+,010 Shorel ine Miles 132 Average Recreation: Surface Acres 4,6lO Shorel ine Miles 50 Number of Access Areas: k Recreation Facilities: Tent and Trailer Spaces: 98 Day Use Areas (Capacity in Recreation Days)'' 5,^0 Boat Launch Lanes: 12 Attendance (Recreation Days): 1968 368, UOO 1967 500,600 1966 UlljOOO 1965 225,600 1964 358,900 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 13.6 lU.O 13.1 16.0 11.9 8.1 76.7 1/ Average weekend day of peak month of use. i\-A 1 •«I t>- C-- l>- I>- ^ ^ ^ ^ z o rH H H H xt X V M- - C\] ^ 1- UA H — tt w u w to h- >• o (U a; QJ _) 0£ >-' >-! >-i !>^ en a. •<£ O LU LU o -^ o LU — U) ^ K 1- z IT) aE »- CNJ LU o § a: z LU H o O o 1 O in LU CM 1— LU 1 O o a. o o 0) QJ O >H >H ^ t- o o CM o o o o Lf> o oo o LTN o _ "^ <« . , «> o o ITN o LU u^ LTN CO ir\ o 1 1 1 ^ E LTN LTN o LTN •< , CM CM CM O a; o 43 > o o C § o cd c o w g o u •H O (U PQ CJ u h4 (U a> (U (U ^ ^ A^ ^ n V c >•- o o N ,>^ a> <0 o Q> c u <0 o ♦J <0 «> - - *^ TJ « a> ■o 1. Q> (0 -•-' <0 4) c U w nj — >♦- (0 1. 0) 3 ■o «> c -•-' — C .c L. M 0) a> «0 ^— V — u E I. •- ■f-i o c c 5 v o ■o .c (0 (0 — o ^ C3 ^ ^ ^ A-^1? PROCTOR RESERVOIR 1. Reservoir description. - Proctor Dsun is located on the Leon River in the east central portion of Comanche County, approximately 8 miles northeast of Comanche, Texas. The area within the reservoir area varies from gentle slopes in the downstream area to low flats in the upstreeun area. The tree cover adjacent to the Leon River and tributary streams is heavy, consisting of pecan, hackberry, oak, and cottonwood, and in the uplands the tree cover is rather sparse consisting of scrub oak, hackberry and honey locust. The project heis 1,390 acres in the four designated park areas and 4,6lO surface acres at the conservation pool level available for recreation. 2. Recreation resoxirces. - Proctor Reservoir is readily accessible over hard surfaced roads which connect with U. S. Highways 67 and 377 > which cross the river about one mile downstream from the dam, and State Highway 6, which crosses the reservoir in the upper reaches. The project lies in a moderately humid region and experiences a generally mild climate. In summer the days are hot and the nights warm. The winter temperatures are generally mild. All types of water oriented recreation activities are allowed. Fishing, swimming, camping and picnicking are the more popular activities during the season. The project is about 97 miles from Fort Worth, 110 miles from Waco, and I30 miles from Dallas, Texas. About 60 percent of the visitation originates from within the 50 mile zone of influence and 25 percent originates from beyond 100 miles . A photo representative of the project is shown below. .'iMWaaBA- A-41 PERTINENT DATA Project Name: San Angelo District: Fort Worth Project Location: State or States: Texas County or Counties: Tom Green R i ve r or R i ve rs : North Concho Major Highway Access Routes: U.S. 87 & 67 Project Purposes: Flood control & conservation Year Impoundment Began: 1952 Pool Size: Max imum: Acre Feet Surface Acres Shorel ine Mi les Average Recreation: Surface Acres Shorel ine Miles Number of Access Areas: Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 11.2 11.9 10.3 10.3 8.7 1/ Average weekend day of peak month of use. A -4- 396,i+00 12,700 kk 5,UU0 27 5 i^ 3,030 29 32U,8oo 1^81,500 512,900 830, uoo 1,691,700 Sept Total 7.9 60.3 z o •< z o o — •<. r- C-- t^- t^ C- VO VD VO VO VO (7\ ON ON o\ ON H H fH H H o o 00 LTN O CO OJ o o o a o iH o o o o o o o o o o ITN o o a. — •< w M M (0 w h- 5» (U Q) (U (U ^ >-l >H >H >^ -J Q£ oo a. ■< o UJ •< 0£ u. •< _ •< a: o O > W w a: S - a: o I CO ■< LU o o o M CO QQ =3 a. o ID I to CM to CM u w o o O ^ JH o CO o C\J VO CVJ o CO VO CO OJ o ,^ •^ « . . <" O o LTN o ir\ UJ __ LTv LfN CO ITN OJ o ._ 1 1 1 ^ 6 Lf\ o o in o ■** «_.. CO cyj I— CO «M a u o •H > o u t W u >> QJ <1) a; Xi CQ « > U -p 0) •H q; ^ K CO K > p 0) •H ^ X +3 O K w Q) •p 03 O 1 s U ^ o O o 0) C H C X X •H O O o ^ s a CM i. •. « ir> o> CM « 1 k. o 0) Sm^ > CO M o 0) c t. <0 « -tJ (0 - - • -• ■o to a> ■o k. (U fl c o Ol flj — >♦- (O k. V 3 ■o v> c •** .— c ■C a> ■tJ M .« v X u o. i. a> » 1. > o o > w « a> a> «) — a> ._ »- 6 k. in o c c s « o T3 .c «» M 1. (0 « ■•-' > (0 — a k. ^-46 SAN ANGELO RESERVOIR 1. Reservoir description. - San Angelo Dam is located on the North Concho River, approximately 2.3 miles northwest of San Angelo, Texas, in Tom Green County. The land within the reservoir area is generally characterized as moderately rolling terrain. Tree cover in the area is generally sparse and fairly heavy in the upper reaches along the river banks and consists primarily of pecan, willow, hackberry, mesquite, and scrub oak. The project has ^,790 acres in the four designated park areas and 5^U40 surface acres at the conservation pool level available for recreation. However, the pool has reached the conservation pool level one time (1957) since it was constructed. 2. Recreation resources. - San Angelo Reservoir is readily accessible by hard surfaced roads wnich connect with U. S. Highways 87 and 67. The project lies in a semi-arid region characterized by a relatively moderate climate. Slimmer temperatures are high and freezing temperatures during the winter seldom prevail for more than a few days . All types of water-oriented recreation activities are allowed. Fishing is the most popular activity at the project. Since the project is located adjacent to the urban center of San Angelo, motels are plentiful. San Angelo is the only large population center within 100 miles of the project. About 70 percent of the visitation originates within 10 miles of the project and about 20 percent originates from beyond 100 miles . A photo representative of the project is shown below. :»,:-jg»«w*'^ *■ •_..;? h-f^l PERTINENT DATA Project Name: Whitney District: Fort Worth Project Location: State or States: Texas County or Counties: Hill, Bosque, Johnson & Somervell River or Rivers: Brazos Major Highway Access Routes: State 22 & 17^ Project Purposes: Flood control & power Year Impoundment Began: 1951 Pool Size: Maximum: Acre Feet 1,999,500 Surface Acres 1+9,820 Shorel ine Mi les 2Uo Average Recreation: Surface Acres 16,200 Shorel ine Miles 190 Number of Access Areas: I9 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: 1+57 Day Use Areas (Capacity in Recreation Days)*' 28,1+00 Boat Launch Lanes: 73 Attendance (Recreation Days): 1968 3,119,900 1967 3,102,500 1966 3,377,100 1965 3,130,200 I96H i+,22U,700 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 8.9 10.2 1I+.2 13.7 11.6 8.8 67.1* 1/ Average weekend day of peak month of use. ?. ^ ^ ^ >?. ON ^ -s. rH rH H H i-H H l-l l-l rH o o CM co o o •\ ir\ On ON O O in m OJ C\J O O O o O O o o 00 o o o o o o O CM V£) 0\ W\ ^ O CJN -:3- OJ O O iH ^ C\J ■o o o — -t CO CO CO CO CO h- :> O o Q) (U ^ >^ >-• J« >H s s a. O < «4 CO CM 1 o CO CO CO CO CO CO CO o -l >H s s >H >H >^ >H >H o ^ t- ir\ o OJ o ir\ ITN LTN in O 9\ •^ *^ «s »t tr- on oo H l/N 00 o CVl o 00 « o <0 ir> k. 1 o If) 0) tM I. » 9i in at CJ (0 1 k. o a> ^^■^ > 10 « c 4- o o N ,-» (0 (A ^ - •— ■o « 0) ■o k. <0 <0 ■•-> « a> c o a\ «j — H- (A l. « 3 ■o o 0) s o o o rsi o a. i- o o O O o o o o in LTN m ir\ UA LTv in in, in 00 1 1 1 1 1 1 1 1 1 LTN in O o in in in in o OJ OJ OJ OJ ou oo »4 •H u O •H > o U %^ t ^K (D •H •H CO u O (U o 0) •H > CO > K x: m •H CO ^ ^ CO o H O 0) OJ (U 0) ^ > (U W ^ •H 0) •H •H 0) oj S Q} K X K « ^ 0) J^ CO o o c O 0) c o o 0) 0) o u (L> H ^ CtJ cd P5 pp PQ m O O s 5: o o > I. <0 o 0) >♦- -tJ o c c 3 V O ■o (A v> u flj (U ■*J > issis^'-' ■ mmm%%%^^^^^^^^''^ A-^l PERTINENT DATA Project Name: Beaver Reservoir District: Little Rock Project Location: State or States: Arkansas County or Counties: Benton, Carroll & Washington River or Rivers: White Major Highway Access Routes: U.S. 62, state 26U, 187, 9**, 68, i+5 & 12 Project Purposes: Flood control, power & vater supply Year Impoundment Began: 196U Pool Size: Maximum: Acre Feet 1,952,000 Surface Acres 31,700 Shorel ine Miles I183 Average Recreation: Surface Acres 28,220 Shorel ine Miles kk9 Number of Access Areas: I6 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 I96>l Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 9.5 11.3 13.8 1U.9 12.8 1/ Average weekend day of peak month of use. A-5? 22,100 125 1,781,785 1,687,900 1,536,000 5^8,200 313,1+00 Sept Total 10.8 73.1 ■< I— — ■< D- C^ 0- [>- v£) VD \o ^^ ON 0) ON 0) ON ON H H H r-i r-l rH ^ — ^ ^-' ^ ^-' ^-' O H o iH o o o •H o •H o o l-l 03 t- 0} ITS o #\ > #\ > #« W\ o < oo < o t- ^ -:a- On c- VD -P -P CO m O o ^ w\ S s H en cc — •< — Q- O _ < o o CD o o CM I o o O (U O dJ >H S >H o O O CO o o 1 CM H 8 o to M n u 0) O c; O 0) 0) >M S >-^ ^ >-< >- CM 00 o OJ H o ro O O CD oo LU o ^^_^ a. M U5 "S. 0) O O ir\ o LTN o o o LkJ o E LTN 1 ITS oo 1 o LTN 1 LA CO 1 o 1 o 00 OO CO co o o rt -p C/3 u •H o > 0) W UJ +3 g o h 0.) •< w o o u > Pi z c >> c •H Ai Ai C 0} fi q; "(B ^ Q) O 0) Q t-5 fl. K EH (0 o a> m k. 1 u u> « CM 1. V. a> m ot CM (0 1 k. o o ^^ > c >♦- o o N ^^ tt M o 4> c k. IS U •^ (0 M -, - • ^ "O <0 o ■o k. o « ■♦^ « « c u o» ♦- (0 1. «> 3 •o « c •1^ >■> c f « ■tJ « ..» o 3 k. o. k. « O u > >^ M k. k. H- o o > k. «• o » m ^— « .M k. a I. (A o a> >♦- -•-< o c c 3 w O -o -c M M k. (0 a> *> > « .— O ^ A--^ BEAVER RESERVOIR 1. Reservoir description . - Beaver Reservoir is located in the Ozark Mountain region of northwestern Arkansas. The reservoir area is irregular in shape with many deep coves and arms. The shoreline is generally steep with many overhanging bluffs and ledge outcrops. The principal timber growth in the area is oak, of which there are nximerous species. The project area comprises 38,OU6 acres of land and water. This acreage includes approximately 2,527 acres of flowage easement lajid. 2. Recreational resources . - The Beaver Reservoir area is encircled by a well developed network of Federal, State and County roads. Eleven public use areas containing some 2,201 acres have been developed at 100 percent Federal expense. Seven of these areas contain commercial boat docks. The climate of the reservoir area is moderate with a mean temper- ature of 58^ F. and an average annual rainfall of about ^8 inches. Water quality is excellent and all types of water-oriented recreation activities are allowed. For a number of years, the general area has been a popular vacation and retirement area. A number of modern motels are located in the vicinity of Fayetteville , Springdale, and Rogers on the west side of the reservoir and in Eureka Springs on the east side of the reservoir. Private subdivisions are continuing to be developed on lands adjoining Government ownership. Approximately 80 percent of the day use visitors come from within 50 miles of the project and about 70 percent of the campers traveled over 75 miles to the project last yesir. It is estimated that l,3^t5,900 persons reside within 125 road miles of the project. A photo representative of the project is shown below. A-S5 PERTINENT DATA Project Name: Bull Shoals Reservoir District: Little Rock Project Location: State or States: Arkansas & Missouri County or Counties: (Ark) Boone, Marion & Baxter (Mo) Taney & Ozark River or Rivers: White Major Highway Access Routes: (Ark) state 281, 202, 178, I25 & ih (Mo) U.S. 160, State 125, 86, 76 HH, K, W Project Purposes: Flood control & power Year Impoundment Began: 1951 Pool Size: Maximum: Acre Feet 5,Uo8,000 Surface Acres 71,2i^0 Shoreline Miles 1,050 Average Recreation: Surface Acres k^^kko Shorel ine Miles 7I+0 Number of Access Areas: 29 Recreation Facilities: Tent and Trailer Spaces: ^+89 Day Use Areas (Capacity in Recreation Days)'' 23,000 Boat Launch Lanes: 18U Attendance (Recreation Days): 1968 2,781,3^7 1967 1,970,553 1966 1,992,600 1965 2,137,800 1961* 2,2li9,601 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 10.5 10.6 13.1 16.0 II1.6 9.1 73.9 1/ Average weekend day of peak month of use. A-'^'^ < C-- r- t- f- ac UJ ^ 0) ^ ^ ^ ■X. o iH H rH iH rH ■*t z s, ^ ^ > ' N_-' N • •N «\ •N Z 1- t- < iH o t^ — ■<. CO ro c^ c^ Y- VD -P UA CO CO «o #v o #^ •N #\ UJ H ^ r^ H ro 00 — -t 3 ^ ^ — o. o o CO w CO PQ •< o oc _l o CD UJ 3 QC O. O I o UJ Q- o o o in CM I o m q; O (0 o in O CM CM in CM CO C\J o o o o o c^ o o is 00 CO o (0 (0 (0 O (U ^(U 0) S >H >-l >^ o o o o CM o o on CM o _ -^ « (1> O LTN o o o UJ ir\ CM ir\ Lf^ m o 1 1 1 1 1 = E LfN o o in o •«t c» CM CM I— CO o Ph -p •H o u 03 X. u •H •P •H o CO UJ O > i t u z ^ 5 o o o: ■< (U o w > z w >= 0) •H ^ CM i. ^ » in O) CM « 1 k. o » ^_^ > C 1. <« u -•-< (0 «> ^^ — -o c u O) A3 • — H- (A l. a> 3 ■o (A c +< •— C JS. a> ■»-' in .— « » k. a. k. v a> L. > o o > I. M «> — a> ._ ^ e 1. o -o jC M M I. (Q V •*-• > (0 — o u BULL SHOALS RESERVOIR 1. Reservoir description . - Bull Shoals Reservoir is located in the center of the Ozark Moimtains. The project area is rugged and generally- wooded, primarily with numerous species of oak. The shoreline of the reservoir is very irregular with numerous coves extending outward from the main channel of the VHiite River. The project area is comprised of some 101,082 acres of land and water. This acreage includes approxi- mately 1,106 acres of flowage easement land. 2. Recreational resources . - Bull Shoals Reservoir is located in a nationally known resort and vacation area. The project is encircled by a network of good Federal and State highways. Numerous farm-to- market roads interconnect these highways to afford access throughout the reservoir area. Seventeen public use areas containing some 3,51^ acres are being developed and maintained at 100 percent Federal expense. Three other public use areas containing 1,^^7 acres are being developed and maintained at 100 percent State or local interest expense. There are 13 commercial boat docks on Bull Shoals Reservoir. The climate of the reservoir area is moderate with a mean temperature of 59*^ F. and an average annual rainfall of about U5 inches. The water quality of the reservoir is excellent, and all types of water-oriented recreation acti- vities are allowed, A number of motels and resorts are located on private Isjids adjoining Government -owned lands. Overnight accommoda- tions are available in four of the public use areas maintained by the Corps, Approximately 80 percent of the day use visitors come from within 100 miles of the project and about 70 percent of the campers traveled over 125 miles to the project last year. It is estimated that 1,382,000 persons reside within 125 road miles of the project. A photo representative of the project is shown below. A-^^a PERTINENT DATA Project Name: Greers Ferry "Reservoir District: Little Rock Project Location: State or States: Arkansas County or Counties: Cleburne & Vem Buren River or Rivers: Little Red Major Highway Access Routes: U.S. 65, State 337, 330, 110, 92, 25 & H Project Purposes: Flood control & power Year Impoundment Began: I961 Pool Size: Max imum: Acre Feet Surface Acres Shorel ine Mi les Average Recreation: Surface Acres Shorel ine Miles Number of Access Areas: Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1964 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 9.3 12.5 17.5 20.1+ 15.8 1/ Average weekend day of peak month of use. A -61 2,81+1+, 000 Uo,i+8o 3U3 31,^0 276 15 3li* 32,500 56 2,006,561+ 1,631,000 1,1+31,000 1,1+28,1+00 1,1+00,156 Sept Total 7.8 83.3 «s I>- t>- => VD v£) Z UJ On 0) <>> z o rH rH iH OS ac ^ s..^ •< 7d o o O iH O UJ aE o •H o 1- UJ H 0} rH Z 1- O <: vxT — «x C-- H t— c- -p 00 CO o UJ S — •< 1— > O o o _) Q£ S s s 00 a. VD C-- ON 1 •s #\ •\ to CM H VD ro Of o I o o o CM o o O o UN u^ LTN 1 1 UN ir\ Lf\ ca OJ OJ ^ ^ cd PM t 0) c6 ■p Ph d •p 0) CO ■s V. •p to !> ^ •H c K 3 03 c 0) O o 1-3 H o d -p Ch 0) •H Ch ;^ -P S 5 Ah O o a. c o •^ • -*-' ^-* n o a> in 1. 1 u lA 0) CM ^ •. 0) iCI Ol CM n) 1 1. O a> >_^ > (0 (U c >♦- o o N ^-> (U 10 O a> c 1. M u •«-> (0 M - - — • -o c t) at « — >•- c -•-< — C .c in .— a> 1- > o o > i- m <0 a> v> ^— a) — >. E 1. CO o <0 >4- •*-• o C c 5 «i o ■o JZ in (0 i. ■*J > to — A-6: GREEKS FERRY RESERVOIR 1. Reservoir description . - Greers Ferry Reservoir is located in the foothills of the scenic Ozark Mountains. The reservoir is irregular in shape with niunerous arms and coves. Steep bluff formations on both sides of the central portion of the reservoir confine the water to a channel that divides the reservoir into two large lakes. The area is generally wooded and rugged with interesting geologic formations overlooking the reservoir. Principal tree growths consist of a number of species of oak and pine. The project area comprises U5,7^^ acres of land and water. This acreage includes approximately ^+,8^7 acres of flowage easement lajid. 2. Recreational resources . - Greers Ferry Reservoir is located in a popular vacation and retirement area. This area has a mild climate, scenic terrain and a long season for outdoor recreation. The average mean temperature is about 60° F. and the average annual rainfall is about 50 inches. The reservoir area is encircled by a well developed network of Federal, State and county roads. Fo\irteen public use areas containing some 1,913 acres have been developed at 100 percent Federal expense. There are nine commercial boat docks to serve the visiting public. A number of modern motels have been constructed near the project. Private subdivisions are continuing to be developed on lands adjoining Government ownership. A Federal fish hatchery is located on project lands downstream from the dam. In 1967, this hatchery produced approximately 6o,000 pounds of rainbow trout; 25,000 pounds of which were stocked in the lake. Approximately 80 percent of the day use visitors come from with 100 miles of the project and about 80 percent of the campers traveled over 50 miles to the project last year. An estimated 1,112,100 persons reside within 125 road miles of the project, A photo representative of the project is shown below. ■"'■*'^'^- -- " A -6 3 PERTINENT DATA Project Name: Norfork Reservoir District: Little Rock Project Location: State or States: Arkansas & Missoiiri County or Counties: (Ark) Baxter & Fulton (Mo) Ozeurk River or Rivers: North Fork Major Highway Access Routes: (Ark) U.S. 62, state 201, 177, 101 & 5 (Mo) U.S. 160, State 101 & ' O" Project Purposes: Flood control & power Year " Impoundment Began: 19^3 Pool Size: Maximum: Acre Feet 1,983,000 Surface Acres 30,700 Shorel ine Miles 510 Average Recreation: Surface Acres 21,990 Shorel ine Miles 380 Number of Access Areas: 25 Recreation Facilities: Tent and Trailer Spaces: 2U7 Day Use Areas (Capacity in Recreation Days)'' l6,200 Boat Launch Lanes: ^2 Attendance (Recreation Days): 1968 1,767,096 1967 1,531,500 1966 1,533,500 '965 1,S04,200 1961; i;U86;525 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 7.7 8.9 16.3 19.2 lU.8 9.3 76.2 1/ Average weekend day of peak month of use. A-65 •< c- t- s VO VD Z UJ a\ On (U ■X. o iH iH iH ,_• v..^ ,0 •< «5 d o o o H UJ z ^ Q •H h- UJ iH o OJ *S 1— •* •\ > Z 1- O J- < — ■< r- o- f- c- CTv -P co #s O <0 T3 e/5 — s. — Q. O o o w « o ■< 1— UJ 0£ _l w 0) W dJ o < o CD >^ >-i s LU UJ 3 or o± Q. o fi LU o a: > O O o g o -^> O o ^ o LU — \n VD -=f t^ CO \- z ir> H ft; LU 1- C3 CM CM Ni — z PS cc UJ o o —1 plH S 1 a: o o or o in o ^ LU UJ CM 1 o ■< M CO o •3 o o o o ^^ "^ <« a> O O o UJ LfN ITN LTN o 1 1 a= 6 UA O LTN •< ^ OJ C\J u 05 Ph •H o > u o •H H >5 PC 05 CM i- » 0) tr> Ol OJ <0 1 I. o a> N.^ > BJ 0) u a> c I. <0 o ••-■ « «rt - - • ^ ■o (0 «> ■o 1. CO (U c O on «J — H- (0 U a> 3 ■o «> c ** •^ C .c 0) 4-> M .— 0) X u CL u 0) 0> k. > o O > k. m 0) a> to ^- v .* 1. s t. (A o a> H- -•-• o c c 3 V o •o jC M M I. (d a> ■•-« > (0 — g s ^ -66 NORFORK RESERVOIR 1. Reservoir description , - Norfork Reservoir is located on the North Fork River in Baxter smd Fulton Counties, Arkansas, and Ozark Couinty, Missoiiri. The project area is rugged and generally wooded, primarily with numerous species of oak. There are numerous steep, rocky slopes ajid bluffs along the shoreline of the reservoir. The project area is comprised of some 5^,113 acres of land and water. 2. Recreational resources . - Norfork Reservoir is located in an established resort and vacation area. The project is encircled by a network of good Federal and State highways with numerous farm-to-market roads interconnectir these highways to afford access throughout the reservoir area. In addition, two free ferries operated by the State connect the severed portions of U. S. Highway 62 and Arkansas Highway 101. An estimated 2^9,600 persons rode thes ferries for recreational pursuits during I967. Twenty-one public use areas containing some U,UoU acres have been developed and are being maintained at 100 percent Federal expense. There are 11 commercial boat docks operating on the reservoir. A Federal fish hatchery is located on project lands down- stream from the dam. Water quality is excellent and all types of water- oriented recreation activities are allowed. The climate of the reservoir area is moderate with a mean temperature of 56^ F. and an average annual rainfall of about U5 inches. A number of motels and resorts are located on private lands adjoining Government -owned lands. Approximately 80 percent of the day use visitors come from within 75 miles of the project and about 80 percent of the campers traveled over 100 miles to the project last year. It is estimated that 898,600 persons reside within 125 road miles of the project. A photo representative of the project is shown below. A-^^7 PERTINENT DATA Project Name: Table Rock Reservoir District: Little Rock Project Location: State or States: Missouri & Arkansas County or Counties: (mo) Stone, Barry & Taney (Ark) Carroll & Boone River or Rivers: White Major Highway Access Routes: (mo) U.S. 65 & 62, State 265, I65, 86, 76, 39, 13, H &M Project Purposes: Flood control & power Year Impoundment Began: 1958 Pool Size: Max imum: Acre Feet Surface Acres Shorel ine Mi les Average Recreation: Surface Acres Shorel ine Miles Number of Access Areas: Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'/ Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 I96II Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 6.9 9.2 16.5 18.6 18.1 1/ Average weekend day of peak month of use. h-r^9 3,^462,000 52,250 857 i^3,070 7k5 22 869 72,700 322 3,931,751 3,377,000 3,217,000 3,331,600 2,872,283 Sept Total 9.5 78.8 ■< t>- l>- t^ [>- 3 ^ ^ ^ 0) On z o iH H iH rH t-{ •< z s^_^ N^ ^ ^ N ■ •< cd Ci Q o O o H o UJ Z o O o •H o 1- LU On r-4 o Cd LTN -< h- ^ •N r\ > #» Z (- C- o -zl- < o — ■ +i C\J co »\ #\ o •\ LU H rH s iH a. o ■et - o- *\ •s CM rH OJ o H t>H Is; >H CO o «> tr> I. 1 t) ir> 0) CM k- •. a> if> w CM n) 1 I. o 0) •-^^ > nj ♦- o o N ^^ a> «> y ■o u ♦- M 1. 0) 3 ■o o LU o ,_^ a. "^ « s a> O o o ITN UA o o FANCE (mi 1 O LA 1 1 O CM 1 o CM O ^ ^ u V. ^ JE? Ph •H f^ -p C6 U d u -p u « 6 u u 0) o (U Q) > w o > CO •H H >5 •H «H H (U Jh d Ch H ^ d pq s a ^ O (U ■«-> u> .— 0) s I. o. k. a> a> 1. > o o > I. tf> .— I. E o ♦- -•-' o c c 3 « o -o l/t <0 I. (0 a> ■*■' > (0 — o »- i_'7n. TABLE ROCK RESERVOIR 1. Reservoir description . - Table Rock Reservoir is located in the scenic Ozark Mountain region of southwest Missouri and northwest Arkansas. The reservoir area is characterized by narrow ridges between deeply cut valleys that are well wooded with deciduous trees and shrubs interspersed with pine and cedar. The project area is comprised of 6l,213 acres of lajid and water. This acreage includes some 3,^59 acres of flowage easement land. 2. Recreational resources . - The Table Rock Reservoir area is encircled by a well developed network of Federal, State and County roads. The Corps is continuing development and maintenance of 19 public use areas containing some 1,513 acres. Four other areas adjacent to the reservoir are being developed; two by the U. S. Forest Service and two by State and local governments. There are 11 commercial boat docks in operation on the reser- voir. The Missouri Conservation Commission has developed and is managing a fish hatchery on project lands below the dam. A continuous stocking program of rainbow trout is carried out in the water immediately downstreajn from the dam. The climate of the reservoir area is moderate with a mean temperature of 59° F. and eun average annual rainfall of about ^5 inches. Water quality is excellent and all types of water-oriented recreation acti- vities are allowed. For a number of years, the general area has been a popular vacation and retirement area. Resort, motel, and business develop- ments in the area are mostly oriented toward the tourist trade. Private subdivisions are continuing to be developed on lands adjoining Government ownership. Approximately 65 percent of the day use visitors came from within 250 miles of the project and about kj percent of the campers traveled over 250 miles to the project last year. An estimated 9>199,600 persons reside within 25O road miles of the project. A photo representative of the project is shown below. PERTINENT DATA Project Name: Center Hill District: Nashville Project Location: State or States: Tennessee County or Counties: De Kalb, Waxren, White & Putnam River or Rivers: Caney Fork Major Highway Access Routes: l-i+0, U.S. 70, State 56 Project Purposes: Flood control & power Year Impoundment Began: 19U8 Pool Size: Maximum: Acre Feet 2,092,000 Surface Acres 23,o6o Shorel ine Mi les 1^15 Average Recreation: Surface Acres 18,220 Shorel ine Miles 370 Number of Access Areas: 1+6 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 19611 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 8.2 11.7 17.0 18.0 13.8 1/ Average weekend day of peak month of use. A-73 159 5^,000 k7 2,287,300 1,988,000 2,203,500 2,010,000 1,903,150 Sept Total 7.3 76.0 z o 0) iH H H rH V. - ^ >*_-^ ,Q cd cd O rH O H o •H o •H i-H CtJ o vS •s > ff\ > on < t- < cv t- ro -P ON +i r« o •> O H ^ -d- ^ — •< w w w 1- >• H ^ >^ >-t e« a. ■< o LlI •< OS u. >< _ -< UJ — w w W w Q£ _l (U 0) cu 0) O CQ >-• >-< >H >-< LU LU = g oe: O Q£ Q. o LU J> 0£ g CO LTN a' CO CO O "^ o LT^ |V3 LU — li) K 1— ar 1 ir> r^ 3C 1- CM LU <3 S 0£ O ■X. UJ _l g 1 ce C\J i; oc LU o CM m o o o o ^^ "^ <« . . <" O o o o Lkl ir\ LTN LTN LTN o 1 1 ^ e ir\ \i\ ITN Lf\ •** v^- C\J CM 00 CM -P ?H n •H 0) o •H > g & f-1 O w H >» ^J 0) O O o K Jh •H (U K w o P^ XJ H -O o d • H o Q ^ O :s « o 0> in I. 1 o in 4) 04 k. ». « in Ol CM <0 1 u o a> ^tm^ > « « c H- o o N ,— » V (A O 0) c i- (0 u *■< <0 in - - .^ T3 «J V -o I. <0 0) c u o« ♦- M I. (U 3 -o 4-1 «> ._ 0) » i. a. u a> «> k. > o o > l. tn « «> «) ^- (U — o c c 3 w O ■a x: in « — o k. A-V/i CENTER HILL RESERVOIR 1. Reservoir description . - The project is located at Mile 26.6 on the Caney Fork River. The general topography of the reservoir shoreline is predominantly steep and nigged bluffs. Normally, the vater level fluc- tuation is about seven feet during the recreation season, with the greatest storage occtirring in April. The project area comprises 39 > 052 acres of land and water area of which 20,332 acres of land is available to recreation. 2. Recreational resources . - Access to the reservoir is principally by one State and two Federal highways. In addition, a limited access high- way runs only a few miles from the lower end of the project. The climate of the project area is generally moderate with rainfall distributed throughout the year. The nearest large urban area is Nashville, Tennessee, which lies 55 miles from the project and has a population of approximately 300,000 people. About 90^ of the visitation to the project originates from less than 100 miles. All types of water related recreational oppor- tunities are allowed on the project. There are many homes and numerous cabins and motel imits around the perimeter of the project. A photo repre- sentative of the project is shown below. A-75 PERTINENT DATA Project Name: Cheatham District: Nashville Project Location: State or States: Tennessee County or Counties: Cheatham & Dickson River or Rivers: Cumberlajid Major Highway Access Routes: U.S. 70 & UlA, state U9, 12 & U7 Project Purposes: navigation & power Year Impoundment Began: 195it- Pool Size: Maximum: Acre Feet 10^,000 Surface Acres 7,^50 Shorel ine Mi les 185 Average Recreation: Surface Acres 7,^50 Shorel ine Miles 185 Number of Access Areas: 29 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1964 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 10.5 11.5 13.1 12.9 10.9 1/ Average weekend day of peak month of use. A-77 25 25,500 36 1,120,000 1,107,800 1,053,300 l,00i+,500 997,100 Sept Total 7.8 66.7 txl O •«t I— — -X. fit 05 > < ■p o (6 H •H OS > < -P o t^- C-- r- ^ ^ iH rH H o o CO OJ o o o o o\ (0 o o — •< — Q. O C3 Z UJ o CO =3 o I tr> CM ir> CM I o o M W W W O (U cu H >H >^ >-l w w w w w 0) H >H >H >^ >i H H J- CO O CO o OJ m O (U lO I. 1 o in Q) CM i. •^ Q> lf> Ol CM <0 1 u O a> Nm^ > CO « C >♦- o o N ,_» a> M o a> c 1. to u -tJ (0 «> «-l - •— ■o •o 1. 3 Ul o _^ o. •^ a> •s. •< -p 0) w ^ > 5 ^ |5 H 0) >•> ^ c O >> >5 f^ o ^ u o t ^ o •H 0) •^ o X PM -p 1. M o 0> M *— a> — ^ E u a> O V 14- -»-• c c S a> -0 in M L. (0 4> •<-' > « — A-78 CHEATHAM RESERVOIE 1. Reservoir description . - The project is located at Mile 1U8.7 of the Cimberland River which is k2 river miles downstream from Nashville, Tennessee. The topography of the reservoir area is generally flat to rolling. Normally, the fluctuation of the water level during the recre- ation season is about three feet. The project area comprises 10,797 acres of which 2,799 acres of land are available for recreation purposes. 2. Recreational resources . - Access to the reservoir is principally by three State and two Federal highways. The closest urban population area is Nashville, Tennessee, which is some 20 road miles from the project. The climate of the project area is generally moderate with rainfall distributed throughout the year. Almost 100^ of the visitors to the project originate from within 100 miles of the project. Weekend cottages and subdivisions for primary dwellings are expanding rapidly. All types of water related activities are permitted on the project. A photo repre- sentative of the project is shown below. A -70 PERTINENT DATA Project Name: Dale Hollow District: Nashville Project Location: State or States: Tennessee & Kentucky- County or Counties: (Tenn) Clay, Pickett, Overton & Fentress (l^) Clinton & Cumberland River or Rivers: Obey Major Highway Access Routes: (Ky) State 6l (Tenn) State 53, 52 & U2, U.S. 127 Project Purposes: Flood control & power Year Impoundment Began: 1914-3 Pool Size: Maximum: Acre Feet 1,706,000 Surface Acres 30,990 Shorel ine Miles 620 Average Recreation: Surface Acres 27,700 Shorel ine Miles 590 Number of Access Areas: U8 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days) ^' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 I96>^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 8.0 11.6 16.5 22.3 13.7 1/ Average weekend day of peak month of use. 122 8U,000 105 1,5^3,100 1,323,100 1,3U8,100 1,332,700 1,328,900 Sept Total 9.^ 81.5 •« ^- C- ^- 3 MD VD v£i « LU o\ ^ « o H r-l i-i H •s »\ ♦^ z 1- < CC t>- C;- — co o r\ »v «\ UJ ^ H J- -^ (d o H CO w § o ^ — <£ w w w w 1— 5» ^ >-< >-' >H _l a: e« o. ^ |>H >^ 1^ Q O^i 0^1 o o ~~« O Q cv J- H UJ — ai o 1— s • o ae 1— CM H IXl ca M 3C O 1 UJ _l C^ oc o IT) LU CM t- UJ M 1 O CM l- •. V If) Ol CM «) 1 ).. O (1) N.^ > eg « c >♦- o o N ,^ (O M O Q) c k. (0 u -•J w (A ^ - .^ ■o -o ^ o UJ o LPv ir\ CM LfN o 2= e ITS \s\ O LTN ■** C- OJ CO OJ 1— M ■^ o ^d fl cS u H (D r-) U t>J > H 2 k. a. V. a> 0) 1. > o o > k- «> « a> « — O) — E o n — /.-PP DALE HOLLOW RESERVOIR 1. Resei~voir description . - The project is located in Clay County, Tennessee, on the Obey River, 7.3 miles above its confluence with the Cumberland River at Celina, Tennessee. The reservoir lies in Clay, Fentress, Pickett and Overton County, Tennessee, auid Cumberland and Clinton Counties, Kentucky. The surrounding area is characterized by very steep ridges and valley slopes covered in timber land and brush. Normally, the water level fluctuation is about 9 feet during the recre- ation season, with the greatest storage occurring in April. The project area comprises 52,^2 acres of land and water area of which 27,700 acres of land is available to recreation. 2. Recreational resources . - Access to the reservoir is provided by paved roads around the entire circumference. Four State and one Federal highway provide the major access routes. The climate of the reservoir is characterized by warm summers and moderately cold winters. All types of water -oriented recreational opportunities are allowed. About 50% of the visitation originates from over 100 miles from the reservoir. There are some motel units throughout the area and many families have camping or weekend type cottages located around the reservoir shoreline. A State park is adjacent to the reservoir property boundary on the lower end. A photo representative of the project is shown below. PERTINENT DATA Project Name: Lake Cumberland District: Nashville Project Location: State or States: Kentucky- County or Counties: Wayne, Russell, Pulaski, Clinton, McCreary, Laurel 8c Whitley River or Rivers: Cumberland Major Highway Access Routes: U.S. 12? & ^7, State 8o & 90 Project Purposes: Flood control & power Year Impoundment Began: 1950 Pool Size: Maximum: Acre Feet 6,089,000 Surface Acres 63,530 Shore! ine Miles Not Available Average Recreation: Surface Acres 50,250 Shorel ine Miles 1,085 Number of Access Areas: II9 Recreation Facilities: Tent and Trailer Spaces: 626 Day Use Areas (Capacity in Recreation Days)'' 130,000 Boat Launch Lanes: 8^+ Attendance (Recreation Days): 1968 ^,930,700 1967 1+, 1+37, 100 1966 k,e8k,kOO 1965 3,8iK},100 1964 3,676,1+00 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 7.9 12.1+ 16.1 21.9 15.1+ 9.2 82.9 1/ Average weekend day of peak month of use. ,'\-r<=^ • VJD aE UJ o\ QJ z o r^ rH •< z ^ ■< c6 a a O rH LU z o •n< t— UJ H n3 •< 1— r» > Z 1— ro < — •« Oj t- 00 -P co •v O LU H ^ — •«I (0 W 1— •>■ a) — — >^ >-l _i OH CO Q- ■< o UJ ■< 0£ u. ■< o z — o H- «t O 1- UJ DC _J o < o 03 >^ S Ul UJ =3 a: QC O. o LU s C£. g O , o ^ CO fC UJ — U) H- •X. 1 Z 1- CM ^ UJ o B a: o ■X. UJ _J ON 3 0£. O in J- UJ Ol h- UJ t»«J o o o UJ __ o ._ 1 1 o ^ e O LfA «M k. •• _^ > « « c H- o o N ^^ 0) 10 u 0) c t. (0 o •«-> «J (/> •^ - • ^ ■o (0 a> -o \- o « ♦J (0 (i> c « o< (O .— >♦- ■y o o > «> — 4) .- o c c s a> o ■o £■ m •♦-' > w — o ^ A-Bf= LAKE CUMBERLAND 1. Reservoir description , - The project is located in Russell, Clinton, Wayne, Pulaski, McCreary, Laurel and Whitley Counties, Kentucky. The dam is located at Mile U60.9 on the CTomberleuid River. The project lies in two distinct topographic and geologic divisions; the upper part lies in the Cumberland Plateau and the lower part lies in the Mississippi Plateau. The topography of the reservoir shoreline is generally rugged. Normally, the fluctuation of the water level is aroimd 20 feet during the recreation season, with the greatest storage occurring in April. The project area comprises 101,38^4 acres of land and water area of which ^5,358 acres of land is available to recreation. 2. Recreational resources . - Access to the reservoir is provided by paved roads around its entire shoreline. Two State and two Federal highways provide the major access to the reservoir. The climate of the reservoir region is generally moderate with rainfall distributed throughout the year. The nearest major urban area is Lexington, Kentucky, which lies about 120 miles from the project. The i960 population of Lexington was approximately 63,000 people. About 60^ of the visitation to the reservoir originates from over 100 miles. All types of water related recreational opportxmities are allowed on the project. There are many homes and week- end cottages around the reservoir as well as motels to serve the visiting public. Two State parks are located adjacent to the reservoir. A photo representative of the project is shown below. A-R7 PERTINENT DATA Project Name: old Hickory District: Nashville Project Location: State or States: Tennessee County or Counties: sunmer, Davidson, Wilson, Trousdale & Smith River or Rivers: Cumberland Major Highway Access Routes: j-ko, U.S. 31E, State 2l+, U5 & 109 Project Purposes: Power & navigation Year Impoundment Began: I956 Pool Size: Max imum: Acre Feet Surface Acres Shorel ine Mi les Average Recreation: Surface Acres Shorel ine Mi les Number of Access Areas: Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 7.i* 13.8 19.2 18.8 1U.6 1/ Average weekend day of peak month of use. A_RQ 5^*5,000 22,500 kko 22,500 370 loU 83 81,750 100 5,607,700 U, 96^,700 5,273,100 ii, 902, 500 3,900,700 Sept Total 8.5 82.3 •< c- >- l>- C^ O- =3 vo ^ v^ VD VO ■X. UJ (U On 0^ 0) ON ON z o iH H rH H H iH 1-4 ■< X ^ V ■ V ^.^ ^ ■ — ' •^^^ ^I ^ c\3 o o H O o O iH O O UJ z •H o o o •H o in 1- UJ tA o CO H 03 CO t> "< 1- > •\ •^ «\ > #\ •V 2 t- < CO o- m < ON H — •< 00 o (M CO H h- -P On H on -p MD co o •N #v #\ O 9\ UJ is; iH H rH S iH o o a. C/9 o > g O M 0£ o CO UJ UJ I— — •< — Q. O o I— •<. o Ul — oe _J o OQ UJ =3 ce. a. O a) if> CM o UJ _J Of O in UJ CM y— UJ 1 M o ^ >H >H >H >H >H >H o UJ o _ a. •^ .0 s 0> O m LTN o ITN o m o o STANCE (mil LTN CO 1 o CO 1 o L'-\ 1 CO CO 1 o 1 CO OJ 1 o o +5 > ^ 0) > H H § & (1) iH OJ H •H H ^ c K K g H >j fH o w O O a) p c Jm ^ K f^ PQ > 0) O +3 (U o u +5 ce (U Ph M c H ^ ^^ O c3 Q • »-3 ^ 1 <0 o 0) bO k. 1 u ir> 0) CM i- •■ <0 ir> o> CJ 10 1 V. o a> s— ' > to V c >♦- o o N ^^ 0) OT y «> c I. (0 u -<-> to ■o k. a> (0 ♦J (0 0) c o w 10 — H- (A l. • — c f 0) ■•-< k. > .— k. <0 M p— (U — k. E k. in o o c c 5 V o -o f (A U) k. to a> *> > ft — o k. A-^r OLD HICKORY RESERVOIR 1. Reservoir description . - The project is located at Mile 216.2 of the Cumberland River which is approximately 15 miles from Nashville, Tennessee. The topography of the reservoir area is generally flat to rolling. Normally, the vrater level fluctuation d\iring the recreation season is about two feet. The project area comprises 29,078 acres of land and water area of which 10,199 acres of land is available to recreation. 2. Recreational resources . - Access to the reservoir is principally by one State and one Federal highway which run parallel to the project and two State highways which cross the reservoir. In addition, a limited access interstate highway runs parallel to the project within 10 miles of the reservoir. The closest major urbaji area is Nashville, Tennessee, which has a population of approximately 300,000 people. The climate of the project area is generally moderate with rainfall distri- buted over the year. About 98^ of the visitors to the project come from within 100 miles of the project. The lower end of the project shoreline is heavily urbanized with subdivisions. The small amount of publically owned land available along the shoreline is the limiting factor in further recreation development of the project, A photo representative of the project is shown below. A-9] PERTINENT DATA Project Name: Cottage Grove District: Portland Project Location: State or States: Oregon County or Counties: Lane River or Rivers: Coast Fork Willamette Major Highway Access Routes: 1-5 Project Purposes: Flood control, navigation & irrigation Year Impoundment Began: 19^ Pool Size: Maximum: Acre Feet 33,000 Surface Acres 1,251 Shorel ine Mi les 9 Average Recreation: Surface Acres l,l6l Shorel ine Mi les 9 Number of Access Areas: k Recreation Facilities: Tent and Trailer Spaces: 30 Day Use Areas (Capacity in Recreation Days)'' 9,000 Boat Launch Lanes: k Attendance (Recreation Days): 1968 l8l,223 1967 235,100 1966 158, 85U 1965 197,700 1961 197,111 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 5.8 11.8 21.9 31.6 1U.5 5.0 90.6 1/ Average weekend day of peak month of use. ■«s ^- =3 VD •X. LU ON z o H ■< z •< o o o UJ z o 1- tul o >< 1- •\ z t- CM — •< o\ 1— H o o a. ■< Of ■< o a. o o CO UJ UJ I— — UJ g a: w Cl ■^ o UJ — u-> O H- 1 CM UJ C3 Z a: UJ o o < a£ 0£ UJ O CM o O •< (- o O O o ON CM I O •H O M « (0 o V LO k. 1 o in 0) CM 1- ■^ 0) lO 01 CM <0 1 k. o v *^l^ > (0 lU c >4- o o N ,_^ 0) OT O 0) c 1. - - — ■o to 0) -o u a> c o oi ♦- 10 i. a> 9 ■o M c -«-> — C .c a> •»-> «o ... « 3 1. a. 1. «> a> ^ > o o > ^ « a> o «> ^- a> .— u E ^ o C c S V o ■o a= M M L. <0 a> •♦-' > (0 — o k. A-94 COTTAGE GROVE RESERVOIR 1. Reservoir description . - The project is located in Lane County, Oregon, on the Coast Fork of the Willamette River 6 miles south of the town of Cottage Grove at about 800 feet elevation in the foothills of the Calapooya Mountains. Some farmland exists adjacent to the project, but the surrounding hills are mostly timbered with commercial Douglas fir, cedar, and hemlock. The shoreline is variable in topography from very flat to quite steep. The pool is drawn down each summer for con- servation purposes starting early in August. By mid -Sept ember, the pool is 80 percent evacuated. Total project area is 1,570 acres with over 1,100 acres of water at full pool. 2. Recreational resotirces , - The entire perimeter of the reservoir is served by paved roads linking with Interstate Highway No, 5 four miles from the dam. The climate is characterized by mild, wet winters and warm, relatively dry summers with few seasonal extremes, A limited sport fishery is present for warm-water species of fish as well as trout. General recreation activities include picnicking, camping, boating, waterskiing, swimming, and sightseeing. Use of part of the westerly shoreline is limited because a road closely skirts the reservoir. Lodging accommodations are 6 miles or more from the project near the town of Cottage Grove and along Interstate Highway No, 5. The town of Cottage Grove and the Eugene-Springfield metropolitan area are the major popula- tion centers which utilize the project recreation resources. About 75 percent of recreation use originates within 25 miles of the project, A photo representative of the project is shown below. A-9S PERTINENT DATA Project Name: Detroit District: Portland Project Location: State or States: Oregon County or Counties: Majion & Linn River or Rivers: North Santiam Major Highway Access Routes: state 22 Project Purposes: Navigation, irrigation, power & flood control Year Impoundment Began: 1952 Pool Size: Maximum: Acre Feet U6l,450 Surface Acres 3,721 Shorel ine Mi les 38 Average Recreation: Surface Acres 3,708 Shorel ine Mi les 36,5 Number of Access Areas: H Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 I96>l Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 7.9 10.9 18.0 22.1 20.3 1/ Average weekend day of peak month of use. 39^ 8,000 7 597,520 572,1+52 561,295 31+8,000 359,093 Sept Total 10.5 89.7 ■<. UJ X I— LU «t t— Z I- — -ct t- O O O O o H O > W K H O o — ■< — Q. O o 1 z E u-\ ■ 0) CM U *ta^ > (0 0) c >4- o o N ,_» 9> (0 O a> C I. a u ■f c t> ot 3 -o o ■»J M -«• » s U O. u » « i~ > o o > k. M w — tt) ._ >- E I. (A o c c 3 0) O -o (A 10 L. (0 a> -H > (0 — o ^ A-^S DETROIT RESERVOIR 1, Reservoir description . - The project is on the North Santiam River in Linn and Marion Counties about U5 miles east of Salem at about 1,600 feet elevation on the westerly slope of the Cascade Range and is mostly within the Willamette National Forest. Rugged timber producing slopes s\irro\ind the project. Shoreline slopes are moderate to very steep, limiting development. Most years, the pool remains adequately full throughout the summer. The total project area is about 7,200 acres with 3,720 acres of water at full pool. 2, Recreational resources . - State Highway No, 22, a major east-west route, traverses the right shoreline. Graveled forest access roads serve most of the left shoreline. The climate is characterized by mild, wet winters and warm, relatively dry summers with few seasonal extremes. Trout and kokanee (land-locked salmon) provide an excellent fishery. General recreation activities include picnicking, camping, boating, waterskiing, swimming, and sightseeing. Limited areas are available for public use development because of steep shoreline topo- graphy. Lodging and restaurant accommodations are available in the town of Detroit six miles from the reservoir. The project receives significant nximbers of recreationists originating from local, inter- mediate, and out-of-state areas. A photo representative of the project is shown below. -'-•sr^'-jajji^ i^. A-"^'- PERTINENT DATA Project Name: Dorena District: Portland Project Location: State or States: Oregon County or Counties: Lane River or Rivers: Row Major Highway Access Routes: 1-5 Project Purposes: Flood control, navigation & irrigation Year Impoundment Began: 19^9 Pool Size: Maximum: Acre Feet 77,500 Surface Acres 1,900 Shorel ine Mi les 12 Average Recreation: Surface Acres 1,750 Shorel ine Mi les 12 Number of Access Areas: 5 Recreation Facilities: Tent and Trailer Spaces: 53 Day Use Areas (Capacity in Recreation Days)'/ 2,000 Boat Launch Lanes: 2 Attendance (Recreation Days): 1968 192,017 1967 192,100 1966 181,086 1965 201,900 I96II 195,383 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 9.0 12.2 15.2 19.9 12.6 7.1 76.0 1/ Average weekend day of peak month of use. A-i;i "p *? 'P P P ^ ^ ^ ^ ^ sc o iH iH rH r-\ rH ■< z V /• >»_• >. '' H S >H www -l >H >-l o o LTN ir. on ^ on CO 00 o t^ ro ON OJ Lr\ o o LTN O O o 1 C\J CM LTN LTN CM t ^ f^ •H u •H •H o 0) (D o o +3 W OJ > t K K « C o X •H u ^ (D o o c k. 1 o in a> CM i- ». 0) in Ol CM (0 « c H- o o N ^^ 0) in O 0) c: k. 10 u •«-• « «> ^^ .— -o «J 0) T3 i. c o o» a> k. > o o > I. V) 0) a> <0 ^— a> .— k. E k- (/> o 0) 4- -»-• o C c 3 a> o ■o M «) k. <0 a> -t-l > (Q — O k. DORENA RESERVOIR 1. Reservoir description . - The project is located on the Row River, a tributary of the Coast Fork of the Willamette River in Lane County, Oregon, about 6 miles east of the town of Cottage Grove at about 800 feet elevation in the foothills of the Calapooya Mountains. A small amount of grazing land lies adjacent to the project with the nearby hills used mostly for lumber production. The shoreline varies from flat ajid swainpy to moderately steep. The pool is drawn down each summer for conservation starting about mid-July and is 80 percent evacuated by mid-September. The total project area is about 2,500 acres, including over 1,900 acres of water at full pool. 2, Recreational resources , - The entire perimeter of the reservoir is served by paved roads linked to Interstate Highway No. 5 about 5 miles west of the project. The climate is characterized by mild, wet winters and warm, relatively dry summers with few seasonal extremes. A good sport fishery exists which includes trout as well as warm-water species. Other activities include picnicking, camping, boating, waterskiing, swimming, and sightseeing. Recreational use potential is limited by roads and a railroad wh5.ch closely border the project. The nearest lodging accommodations are 5 miles along Interstate Highway No. 5 nesLT the town of Cottage Grove. The residents of Cottage Grove and the Eugene-Springfield metropolitan area provide the majority of project recreation use. About 75 percent of the use originates from within 30 miles from the project. A photo representative of the project is shown below. .1 '^". PERTINENT DATA Project Name: Fern Ridge District: Portland Project Location: State or States: Oregon County or Counties: Lane River or Rivers: Long Tom River & Coyote Creek Major Highway Access Routes: 1-5, U.S. 99, State 126 & 36 Project Purposes: Flood control, irrigation & navigation Year Impoundment Began: 19^1 Pool Size: Maximum: Acre Feet 101,200 Surface Acres 8,925 Shorel ine Mi les 32 Average Recreation: Surface Acres 8,925 Shorel ine Mi les 32 Number of Access Areas: 12 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1964 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 6.k 10.5 18.3 2k.k 18.2 1/ Average weekend day of peak month of use. 20 18,000 9 1,281^,656 1,169,100 820,3146 51*8,300 575,632 Sept Total 6.9 8i*.7 < t>- t^- b- ^- => vD VO MD VD ■X. LlJ ON ON ON ON ■X. o r^. rH r^ H -< z K_^ •^^..^ •v^ •«s o o o O o o UJ z o o o 1- UJ Q o o o ■< v~ «s «N 9\ •> ■s. \- ITv OJ CO CO — UJ CM H- UJ rvj 1 o o o E5 H O c; Is; >-■ W M W W 0) di OJ W :>J >- >H 00 C O LT- LTN O 00 CO H ON CC OO LTn in \. 1 o \r> 0) N-^ > « V c >♦- o o N .^ « M o « c L. ■o u a> ^ > 5E 0) o o o O O UJ o — 1 lTN 1 UN 1 UN 1 o z E l/N UN ir» UA ■«s CVl CO C\ CJ 1- co o •H o > U •H O > OJ 0) u u t d) K t ^ 5 0) •H z u w X O o 0) d) p-t (1> Jh -p t)0 ci5 O pi (d C! o +> 0) H -^ 43 U H o O o O o «3 5 o o > 0) v (O — a) •- i- E I. en o c c S 0) o -o M k. (0 a> ■*-< > (0 — o k. A-106 FERN RIDGE RESERVOIR 1. Reservoir description . - The project is located on the Long Tom River and Coyote Creek in Lane Coiinty about 12 miles northwest of Eugene at about 370 feet elevation. The surrounding land is mostly very flat. The area adjacent to the project is both agricultiu-al and residential with numerous groves of deciduous and coniferous trees. The shoreline is flat and swampy to moderate in slope. The full pool level generally has been maintained until early in October, but future authorized irrigation withdrawals will alter the operation schedule. Total project area is about 12,000 acres, including 9jOOO acres of water at full pool. 2. Recreational resources . - Good roads, mostly paved, provide access to the usable portion of the shoreline. Ready access to Interstate Highway No. 5, U. S. Highway 99 and State 126 and 36 is provided. The climate is characterized by mild, wet winters and warm, relatively dry summers with few seasonal extremes. A fair warm-water fishery exists in the reservoir and a good combination trout and warm-water fishery is provided by downstream borrow pits and the Long Tom River within the project. General recreational activities include picnicking, camping, boating, waterskiing, swimming, and sightseeing. Inadequate project lands limit the public recreation use; however, additional land acqui- sition is proposed. Winds sometime limit boating activities on the reservoir. Lodging accommodations are available in Eugene and along highways within 10 miles of the project. Utilization of the project is mostly by the population of the Eugene-Springfield metropolitan area. About 90 percent of recreational use originates from within 25 miles from the project. A photo representative of the project is shown below. A-]'"l7 PERTINENT DATA Project Name: Hills Creek District: Portland Project Location: State or States: Oregon County or Counties: Lane River or Rivers: Middle Fork Willamette Major Highway Access Routes: state 58 Project Purposes: Flood control, conservation & power Year Impoundment Began: 1961 Pool Size: Maximum: Acre Feet 356,000 Surface Acres 2,819 Shorel ine Mi les 35 Average Recreation: Surface Acres 2,819 Shorel ine Miles 35 Number of Access Areas: 5 Recreation Facilities: Tent and Trailer Spaces: 58 Day Use Areas (Capacity in Recreation Days)'' 1,500 Boat Launch Lanes: 5 Attendance (Recreation Days): 1968 l6o,035 1967 99,600 1966 107,Uii6 1965 95,500 1964 66,iil3 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 5.3 11.3 1^.0 21.5 20.3 12.0 8U.)+ 1/ Average weekend day of peak month of use. A-109 r- I>- l> t^- ^^ "P vo VD VO vD VD VD r-l ON ON iH ON rH On rH ^ z o r-l rH iH r-i r-i r-i -s z >^,__^ s._^ v^,^ N^.^ •< o o O o o O o o UJ z o o o o Q o (- UJ o o o o o o •< h- Vi «^ #s »\ •\ #v 2 t- o CM CO CO ON ir\ — • O o O 0) o o _J ce: S ^ S >H s ^ 00 o. ■<: o LU -l >H >H >^ >^ >^ LlJ LU 3 fi o 0£ O. o LU > 0£ g OJ o o o Q CO a "^ o ^- o CO o o g LU ■" U) VD ON CC o o )— 1 •\ •v •v •\ «< 3= 3= CM m rH rH m VO LU o w — ■X. K o: LU —1 O o CO 1 oc LTN ■4 o^ o ID CO 3 LU CM on M f— LU 1 •\ X ■«t rvj o \s\ o ae LU o o o LU o o o o LfN o o LTN LTN UA CO LTN LTN 1 1 1 1 1 1 LfN L-A LTN o LPv ir\ CO (M OJ CO CO Jh Sh •H (U -p QJ u « a ^ k. 1 o trt V CM 1. ». « u> Ol CM (0 o c >♦- o o N ,^ a> in u a> c I. (0 u ■** — T3 c w o> 4- M U (U 3 ■o <0 c -»-' •^ c .c a> •f m ._ a> 3 k. o. k. a> « k. > o o > l~ CO 0) a> to ^- v — o o c c 5 «> O "O k. (d a> ■f > (0 ._ o ^ A-110 HILLS CREEK RESERVOIR 1. ixeservoir description . - The project is located on the Middle Fork of the Willamette River in Ijane County and about k miles southeast of the tovm of Oakridge. The area is in the Willajnette National Forest at about 1,500 feet elevation in the Cascade Range of mountains. The shoreline is mostly very steep and the area is heavily timbered with stands of Douglas fir, hemlock, and cedar. The pool usually remains near full throughout most of the summer, with a drawdown of about 10 to 20 feet by 1 September. The total project area is 5>^00 acres with 2,700 acres of water at full pool. 2. Recreational resources . - A good paved road serves the west shore- line smd a narrow gravel road serves the east shoreline of the reservoir. U. o. Highway No. 58 passes within 2 miles of the project. The climate is characterized by mild, wet winters and warm, relatively dry summers with few seasonal extremes. A good trout fishery is maintained at the reservoir. General recreation activities include picnicking, camping, boating, waterskiing, swimming, and sightseeing. Recreation development is generally limited to small sites due to steepness of the shoreline. Motel accommodations are available along Highway No. 5B at Oakridge. Pablic use is mostly local with about 75 percent originating from within 10 miles of the project. A photo representative of the project is shown below. A-111 PERTINENT DATA Project Name: Lookout Point District: Portland Project Location: State or States: Oregon County or Counties: Lane River or Rivers: Middle Fork Willamette Major Highway Access Routes: State 58 Project Purposes: Flood control, power, navigation & irrigation Year Impoundment Began: 195^ Pool Size: Maximum: Acre Feet U83,500 Surface Acres 5,385 Shore! ine Miles kk Average Recreation: Surface Acres 5,300 Shore! ine Miles kk Number of Access Areas: 7 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 19611 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 6.5 8.0 19.2 21.6 16.2 1/ Average weekend day of peak month of use. A-113 125 5,000 10 275,^31 317,700 268,970 ^36,900 386,802 Sept Total 10.3 81.8 C/5 z o -< z ■< •«* I— Z I— — UJ e QZ c/) w o fX UJ — UJ o ^ z Ph Q£ LU o —1 t^ q; o q: O \n bci UJ -j o o o o o O ■< co o !>- >- c- [> C-- L^ C- h- l>- t- VO VO VO VD ^ v£i \o VO V.D VO CJA C^ a\ o> OA (^ ON C^ m iH iH H iH iH iH rH iH iH iH o o c LP o o o o H o o o o o o o o o VO o c c OJ o o o o 00 CV' o o c ON VO c o o o o o o o o o o CO O CO CO VD c 1 ♦\ #N #\ »» in CM H H oo CO 8 Qs o c UA o CO ro c^ CO E^ Co o o o 0^ CM CM o ro O O o •s in J- p w w w K w w w w M w (U 0) -< >^ >-! >H >-< ^--l >-l >H >- >- o o o o c o VD ■o 1 o o o. c o -^ • +J ,— » <0 o 0) Ift k. 1 o in in Ol CM « ♦- o o N ,~^ 0) m U V c I. (0 o ♦J (0 lA ■o (0 n) -»-' (0 «> c o o< n) - — t- w> k. 0) 3 -o «> c ■•-' .— C ^ a> ♦J o LTv o LA O L'A c UA L'-N CM LTN CM o LTN CM 1 o c UA c 1 CM CM LTN CM CM CM O o LTN CM Lr\ CM u •H o u t ?H ^ •H •H •H o 0) O o I u > > 0) !h Jh u Jh t OJ 0) c« > ^ a; o (U c cu >i ^ H ^ H CU rH o o 1^4 d o d V 0) tf> — a) — »- e k. o T3 JZ W) «> k. (0 a> +J > (0 — LOOKOUT POINT RESERVOIR (LOOKOUT POINT 8c DEXTER RESERVOIRS) 1. Reservoir description . - The project is located on the Middle Fork of the Willamette River in Lane County, Oregon, on the westerly slope of the Cascade Range, partially within the Willamette National Forest at elevations ranging from about 700 to 1,000 feet. Little farmland is adjacent to the project which is surrounded mostly by commercially timbered slopes of fir, hemlock and cedar. The shoreline topography is moderate to steep. Lookout Point pool usually remains full or nearly full throughout the sionmer recreation season. Dexter Reregulating Reservoir immediately downstream remains nearly full, with a maximiom 5 feet fluctuation throughout the year. Total project area is about 8,500 acres with about 5)385 acres of water at maximum pool. 2. Recreational resources . - Paved roads serve most of the reservoir shoreline. The exception is a gravel road traversing the right shore- line. State Highway No, 58 serves the entire left shoreline. The climate is characterized by mild, wet winters and warm, relatively dry summers with few seasonal extremes. A poor sport fishery exists as a result of a scrap fish problem. General recreation activities include picnicking, camping, boating, waterskiing, swimming, and sightseeing. Topography is good for recreational development at Dexter. Closely traversing roads and a railroad limit recreational development at both impoundments. Limited lodging and eating accommodations are located along Highway No. 58 near the project. About 70 percent of recreational use originates within 30 miles from the project. A photo representative of the project is shown below. PERTINENT DATA Project Name: The Dalles District: Portland Project Location: State or States: Oregon & Washington County or Counties: (Ore) Wasco & Sherman (Wash) Klickitat . River or Rivers: Columbia Major Highway Access Routes: l-8o, U.S. 830, 197 & 97 Project Purposes: Navigation, power & irrigation Year Impoundment Began: 1957 Pool Size: Maximum: Acre Feet 330,000 Surface Acres 9,i+00 Shorel ine Mi les 70 Average Recreation: Surface Acres 9,U00 Shorel ine Miles 70 Number of Access Areas: 10 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: 5!+ Day Use Areas (Capacity in Recreation Days)*' 3,000 Boat Launch Lanes: 7 Attendance (Recreation Days): 1968 398,698 1967 311,700 1966 228,000 1965 201,500 1964 23l+,195 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 9,k 10.1+ 15.2 19.8 18.3 9.6 82.7 1/ Average weekend day of peak month of use. < t> => VO Z Ui o\ Z h- J- < — <£ ro 1- H 4^ CA •s O LU H fe ■< w O o f- LU -J w CD ai ■< O CQ 1^ !>H \xi UJ = OC a£ O. O LU a: o o CO o ' — . o o ro w UJ — \r> o i I— LU ■X. 1- o 1 in CM o H s o UJ _J tn a: O LTN C£. O ir> Q cv LU CM O 1- UJ M CO 1 o o H o o o o ^^ ^ (U o 0) fi (0 o V in L. 1 o Lf) a> CM L. •• 0) kO Ol CM (0 1 u o o ^•mm^ > <0 in O a> C I. <0 o -•-» c o CTI ns — »♦- lA I. a> 3 ■o (O — V 2 k. Ok k. <1> a> \- > o o > k. OT «> — a> — k. (A o c c 5 a> o •o f «> in k. •«-< > ^00 acres of water, 2,300 acres fee owned land, and 1,800 acres of flowage easement. 2. Recreational resoTjrces . - Major highways and railroads traverse both shores of the reservoir, the most important highway being Inter- state No. 80N along the Oregon shore. Other U. S. highways are 83O, 197 and 97. The climate is semi -arid with temperatures commonly above 90° in the summer and subfreezing temperatures common in the winter. Temperature extremes recorded have been 115° and minus 30°. The generally fair sport fishery includes a variety of species such as salmon, steelhead, sturgeon, trout, and small -mouth bass. General recreation activities include picnicking, boating, waterskiing, swimming, and sightseeing. Closely skirting highways and railroads limit the recreational development potential. Lodging and restaurants are available along Interstate Highway No. 8ON near the project. About 25 percent of the users originate from within 25 miles. Almost 50 per- cent of visitation occurs from over 100 miles, much of which is sight- seeing by out-of-state visitors. A photo representative of the project is shown below. A-l]9 PERTINENT DATA Project Name: Black Butte Reservoir District: Sacramento Project Location: State or States: California County or Counties: Tehama & Glenn River or Rivers: Stony Creek Major Highway Access Routes: state 32 Project Purposes: Flood control & irrigation Year Impoundment Began: 1963 Pool Size: Maximum: Acre Feet l6o,000 Surface Acres U,56o Shorel ine Mi les ko Average Recreation: Surface Acres 2,8^+5 Shorel ine Miles 25 Number of Access Areas: 5 Recreation Facilities: Tent and Trailer Spaces: 37 Day Use Areas (Capacity in Recreation Days)'' 10,000 Boat Launch Lanes: 7 Attendance (Recreation Days): 1968 1505,700 1967 179,700 1966 213,390 1965 155,820 1961^ 107,600 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 15.3 13.9 15.1 16.0 10.2 6.7 77.2 1/ Average weekend day of peak month of use. A-l?] •«s t- l>- =3 •X. UJ ^ 0) 0) > ^ ON z t- 00 <; < < rH — ■< on no (— -p -P -P CO o o o UJ s s s ■o PQ O — H LLi UJ 3 Ph a: en O. R O o Ul ^ Of w o t/2 o '"-^ o OJ w UJ — LC> 00 K 1— :e ir> W 2C h- CM LU o g ^^ X. o^ UJ _j pq o W r > 1 o ID CO CO M -l s >-' J« on o o CO VD OJ LU o ^^ O. f^ <« s . . '*' O o O O LTN o Ul o LTv 1 ITN U^ 0^ 1 o 3= E u-\ lA LTn o o ->. « !> 0) CO ^ >5 •H P2 K ,Q c; (U to rH O W) ^ H H •P ^H ^H iH 03 C o d •H > 0) o Ph P^ to i >i •P i -p O o cd ^ ^ a CO C/2 in u 1 « ir> 9> Csl ■L. •• 0) in Ol CM •*^ > 0) o Q) c 1. (0 u -•-> <0 (A ^..^ ■ — T3 (0 a> -o u <0 CO a> c o o> (0 • — >»- (0 u V 3 ■o <« c ■*-• — C .c 4) •^J <0 .^ a> 2 k. a. i. 4> a> u > o o > w. 0) 0) a> «) ^— 0) — k. E k. in o a> >♦- -H o c c s V o -a ^ M (0 I. (0 — o k. A-1'5'' BIACK BUTTE RESERVOIR 1. Reservoir description . - Stony Creek Basin Is located on the eastern slope of the Coast Range. Elevations In the basin range from ahout UOO feet at the damsite to about 7,000 feet In the higher reaches. The total land and miter stirface available for recreation is approximately 8,100 acres. The predominant soil of the eurea is a gravelly clay which supports native grasses and scattered oak trees. Grawiient of the terrain in the general area is considered moderate. 2. Recreational resources . - Access to the project is provided by two two-lane paved roads, both from the same direction. The general reser- voir area is characterized by hot, dry summers and moderate, wet winters. Normal annual rainfall in the area of the reservoir is about 17-20 inches of which about 90^ occurs during the months of November through April. Temperatures in the basin have varied from a high of 120° F. and a low of l8° F.; mean summer tenrperature is 80° F. and the winter mean is 52° F. A warm water fishery is developing quite well. The water source is unpol- luted and reservoir water quality is good, except during i)eriods of high inflow when the reservoir becomes quite turbid. There are no commercial developments on the reservoir and there are no motels or other campgrounds nearby. The nearest population center. Or land, is 10 miles from the project — in i960 the population numbered 2,500 people. A photo repre- sentative of the project is shown below. A-123 PERTINENT DATA Project Name: Englebright Reservoir District: Sacramento Project Location: State or States: California County or Counties: Yuba & Nevada River or Rivers: Yuba Major Highway Access Routes: State 20 Project Purposes: Debris control Year Impoundment Began: 19U1 Pool Size: Maximum: Acre Feet 70,000 Surface Acres 815 Shorel ine Mi les 2k Average Recreation: Surface Acres 750 Shorel ine Mi les 10 Number of Access Areas: 2 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)*' if, 000 Boat Launch Lanes: 2 Attendance (Recreation Days): 1968 104,l80 1967 108,500 1966 125,370 1965 131,970 I96»l 103,200 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 7.1 11.7 16.9 20.2 16.1+ 8.7 81.0 1/ Average weekend day of peak month of use. •< C-- = \o ■X. LU 0) 0) > > «\ > > > > > > > z t— < < < ^ < < < <; < < < < — < -d- (- -P ■P -P o\ •P 4J 4-' •P -P -P •p -P CO O O O W\ O O o O O O o O UJ S S S oo S &; s S S is; s ^ o o a. CO LU lU I- — -"I s. O < O w Q) O e o □£ Q. o UJ > Of a o w UJ — 115 « »— Z 1 ir> p z 1- CM E LU o Qs: z LU g a o ^ a: OS o ir> o 00 c UJ 1— LU CM 1 ir\ E ■< IVI o CM » CO WWW H >-i >- w to o 12; w w to H >^ ^ (U O (U >-< s >-' m o CO o ^ CM CM ir\ H vo C^ rH ^ ^ m KD m H H H O ir\ LfN >- CM CJN OD CO 0) w OJ o w OJ o CM <0 O a> in >- I u in 0) CM V in Ol CM (0 I k- o > (0 «> c H- o O N 0) O c o ■•-• ■o a> -o t. « (9 o c o oi - o> <0 M — O o o NJ LU o in ir\ o O O C O O CM OJ Lr\ l;^ LiA ITN ir\ ir\ 1 o o LTN uk 1 ir\ iS\ 1 lA CM CM CM CM CM CM CM I o LTN CO I o o ITv I cu o cu o o > I. « a> «> w — (U ._ 2 «* ^ W !h ce H rH PQ -p 03 o > •H o CO H O u o •H > o ^ ?H ^ (U CO ^ •H O > OJ > c K w ^ •H CO 5 •H C q; K (U TD (U 13 !>5 •H w PC o3 •H H Q) H (D o 0) ^ ::! H H PC -p X S 1 05 tH O a (D o ft 03 O CO C g ^ o QJ •H ro o c 0) 0) -M > n — A-12' ENGLEBRIGHT RESERVOIR 1, Reservoir description . - The Yuba River Basin is located in the foothills of the northern Sierra Nevada Mountains. Elevations in the basin range from about 500 feet at the damsite to about 5,000 feet in the higher reaches. The total land and water surface available for recreation is approxijaately 1,800 acres. Typical in the area is a clay loeun soil covered with native grass and heavy stands of oak. Slopes in the area are considered steep. 2. Recreational resources . - Access to the project is provided by one two-lane access road which splits to provide both access points. Access to the upi)er reaches of the reservoir is by boat only. The general reservoir axea is characterized by hot, dry summers sund moderate, wet winters. Normal annual rainfall in the area of the reservoir is about 20 inches of which about 90^ occurs during the months of November through April. The maxim\nn and minimum average summer temperatures are 97^ and hj^f respectively. The high recorded is ll8°. There are no motels or other cara^pgrounds nearby. The water source is tmpolluted and the water quality is good. A marina offers rental boats, boat stalls and off-shore boat mooring. The nearest population center is Marysville which is 20 miles from the project — in i960 the population numbered 9,600 people. A photo representative of the project Is shown below. -127 PERTINENT DATA Project Name: Isabella Reservoir District: Sacramento Project Location: State or States: California County or Counties: Kern River or Rivers: Kem Major Highway Access Routes: state 178 Project Purposes: Flood control & irrigation Year Impoundment Began: 195^ Pool Size: Maximum: Acre Feet 570,000 Surface Acres 11,U00 Shorel ine Mi les 38 Average Recreation: Surface Acres 6,520 Shorel ine Miles 30 Number of Access Areas: 30 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: 7^5 Day Use Areas (Capacity in Recreation Days)'' 35»000 Boat Launch Lanes: 17 Attendance (Recreation Days): 1968 1,699,520 1967 l,6oii,900 1966 1,^29,890 1965 1,312,530 19611 1,2U6,600 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept 9.2 15.9 12.7 18.1 13.9 11.3 1/ Average weekend day of peak month of use. o > < C/5 Of o a: o I o o Q — •«* a. o ■< o LU Of O CD o LO CM IT) O o rH w o o o CO LU o ^^ Q. '^ <« s . ^ O o o •** C- (M 10 at 1 o o a. e o •— • •*-> **»^ « o (U ir> k. 1 o in 0) CM l- •. (U ir> en CM <0 1 u o 0> >_^ > n 0) c >*- o o N ^^ a> (A y « c u « O -•-' « <0 ^.^^ • -* ■o (0 o ^ i. (Q 0) c « Ol C ■t-' — C JZ a> ■t-' V) .— V 2 k. a. I. (V 0) I. > o o > w 0> 0) a> CO ^— v — o c c S « o -o .c (A <0 I. 10 o ■>-> > (0 — o ^ A-130 TSAHELIA RESERVOIR 1. Reservoir description . - The Kern River Basin is located on the western slopes of the Sierra Nevada Mountains. Elevations in the basin range from about 2,500 feet at the damsite to 6,500 feet in the higher reaches. The total land and water surface available for recreation is approximately 15,200 acres. Soil in this area generally consists of decomposed granite covered with native grass and scattered trees and brush. Slopes in the area are considered moderate. 2. Recreational resources . - Access to the project is provided by two two-lane paved roads. The reservoir has paved roads around its entire circumference. The general reservoir area is characterized by warm, dry summers and moderate winters. Normal annual rainfall in the area of the reservoir is about 10 inches of which about 90^ occurs during the months of November through April. Teraperattires have veiried from 20° in winter to 110*^ in summer with an annual mean tenperature of about 65°. Both warm and cold water species of fish are present and fishing is very good to excellent. There are motels auid other campgrounds nearby. The water source is unpolluted and the water quality is good. A marina offers rental boats, boat stalls ajid off-shore boat mooring. The nearest population center is Bakersfield which is ^5 miles from the project -- in I96O the population numbered 56,800 people. A photo representative of the project is shown below. A-131 PERTINENT DATA Project Name: New Hogan Reservoir District: Sacramento Project Location: State or States: California County or Counties: Calaveras R i ve r or R I ve rs : Calaveras Major Highway Access Routes: State 12 Project Purposes: Flood control & irrigation Year Impoundment Began: 1963 Pool Size: Maximum: Acre Feet 325,000 Surface Acres U,^10 Shorel ine Mi les 50 Average Recreation: Surface Acres 2,650 Shorel ine Miles k2 Number of Access Areas: 3 Recreation Facilities: Tent and Trailer Spaces: 25 Day Use Areas (Capacity in Recreation Days)'' 10,000 Boat Launch Lanes: 3 Attendance (Recreation Days): 1968 3^j86o 1967 300,500 1966 3^,210 1965 2U8,880 I96i| 103, UOO Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 10.7 13.8 lk,k 16. i^ 12.3 7.8 75.^ 1/ Average weekend day of peak month of use. '\-i T^ z o ■< I— z I— — •< »— CO ON L. d) > > > > •V > > > > > > < < < <: < < o < < < < < < 1 1 +J ■P ■P -p +J ■P ■P -P P P ■P -P o O O o O O O O O O O O '^ S s S ^ S ^ a ^3 S s ^ S o ■< 1— 5» _i a£ CO a. ■ w o -^ o UJ — U) z: z 1— 1 CM »-, LU o ^ ^ ■X. o 0£. LlJ 1 o o w ce. >» ac O lO CM I o w to w CO 0) o o o o OJ o o o (U o (U o >H s s s s !>H s s s >-l ^ >H ^ w w w w w w n w w w w w o 0) Q) 0) -' >-l >-' >H ^ >H >H t>H >H >H >H ^ o O O m o o o o VD o tr- ir\ O b- J- o ITN CVi o vD CAJ vX) H H CO CO ON H CM -=!■ ON ON VD oo oo CM CM « o a> !/> k. 1 o tr> a> CM 1. a> ir> o» CM (0 1 L. o 0) ^^ > w 0) c 1*- o o N (A O a> c t- <« o -•-' -o I- 0) (0 a> c to — "^ M ^ a> j (— CO o O LTN I ITS CM 0) OJ H W 0) CM I O o LTN CM O O O t X. I w w (V) 0) 0) o O T3 C (U i ^ i c o o o I iTN CM 0) w (/} o o ir\ I LTN CM O > u 0) w 0) w 0) c o rH O LTN I LfN OJ •H o > w C -H •H O ft C CO P > :, •H (U K o5 13 K CT g CT 13 o5 o5 ^ Jh O C o h) -P ^ o ? 05 iH t3 C :s j5 H O c3 o5 13 O CO CO ^ :s c ^ 0) -HT (O — «> X o. >- k- > o o > k- CO 0) 0) w — a) ._ U (0 O 0) o c c o -o (/> (O ♦^ > (Q ._ A-] 31 NEW HOGAN RESERVOIR 1. Reservoir description . - The Calaveras River Basin is located in the central portion of the central valley on the western slope of the Sierra Nevada Ntoimtains. Elevations in the basin range from about 550 feet at the damsite to about 6,000 feet in the higher reaches. The total land and vater surface available for recreation is approximately 6,100 acres. The soil is generally gravelly emd covered with native grass and scattered oak. Slopes in the area are considered moderate. 2. Recreational resources . - Access to the project is provided by three two-lane paved roads. The general reservoir area is characterized by long, hot, dry summers and short, mild, wet winters. Normal annual rainfall in the strea of the reservoir is about 2? inches of which about 90^ occurs diiring the months of November through April. Temperatures normally range from a winter low of about 30^^ to a summer high of about 105°. A very good warm water fishery has been established in the reser- voir. There are no motels or campgroiinds nearby. The water source is unpolluted and the water quality is good. A marina offers rental boats, boat stalls and off-shore boat mooring. The nearest population center is Stockton which is 37 miles from the project — in i960 the population numbered 86,300 people. A photo representative of the project is shown below. A-l?^? PERTINENT DATA Project Name: Pine Flat Reservoir District: Sacramento Project Location: State or States: California County or Counties: Fresno River or Rivers: Kings Major Highway Access Routes: State l8o Project Purposes: Flood control & irrigation Year Impoundment Began: 195^ Pool Size: Max imum: Acre Feet Surface Acres Shorel ine Mi les Average Recreation: Surface Acres Shorel ine Mi les Number of Access Areas: Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 11.0 li^.O 12.0 15.6 12.7 1/ Average weekend day of peak month of use. A-l T^ 1,000,000 6,000 67 3,^+50 53 5 19U 15,000 11 528,990 592,200 589,2i+0 U91,050 663,200 Sept Total 8.6 73.9 z o - o ^ \D 0) q; > > > > > > > J> ^ > > «> > < < < < < < < < < o CVI < CO w g Ui a: o UJ O a: o I o O I- •< LU Of o o CO =3 a. o I ir> CM to CM O OJ (U ^ >H >^ w w . H rA OJ w w xn 0) o w O vo H ir\ w w n w w o o QJ a; 0) 0) Q) s s >H >H >H ^^1 >-' 0) LTN CM LTN r-\ o O o VD \D CO ^ H ON o H CK ^ CO o o www 0) M >H >^ ON o ITN ^- c VD t>- ON r-\ r-K OJ o o o <0 o (1> ir> k. 1 o LO a> CM i- a> LT) o> C^J flj 1 k. o a> «<»^ > « 0) c >♦- o o N a> c I- c u Of « - k. (U 3 -O «) — (U 2 LU a. o o o co o O LTN I CJ OJ I o o ITN I O I o ITS I UA LTN OO CM OJ I o o ITN i o o I LTV OJ O UA I UA OJ LTN OJ I o ITN OJ I o LTN CV i o o ir\ I LTN CJ LTN OJ a. ^ k- > u o •rl h t u O •H •H ^H Jh X. o d) o •H •rl t w o o ^ 0) w 0) 0) > ^ •H O OJ 0) ^ w W (D Q) > K ^ (U rA W M ^ ^ K ^ c o K 0) 0) V (D HJ c Q) o o cc; ^ K W 0) ^ d) o Cm > w Ph a ^ 0) X M g ^ w o 6 ?H C ^ g rH 13 03 ^ w t o r-i p H a; •rl a d •H OJ Xi (1) •H o PM ffi x fc^ t^ X s K CO H is 5 0) O -o ^ tf> in k. « <1> •*•' > n — o L. A-13^ PINE FIAT RESERVOIR 1. Reservoir description . - The Kings River Basin is located on the west slope of the southern Sierra Nevada Moimtains. Elevations in the basin range from about 500 feet at the damsite to l4,000 feet in the higher reaches. The total land and water surface available for recre- ation is approximately 13,000 acres. Soil in this area generally consists of decomposed granite covered with brush and scattered decid- uous trees. Slopes in the area eire considered steep. 2. Recreational resources . - Access to the project is provided by three two-lane i)aved roads . The general reservoir area is characterized by hot, dry stmmers and mild, wet winters. Normal annual rainfall in the area of the reservoir is about l8 inches of which about 90j^ occurs during the months of November through April. Temperatures have varied from l8° in winter to a high of llU*^ in siiramer with an annual mean temperature of 68°. Both warm and cold water species of fish are present and fishing is considered fair. There are motels and other campgrounds nearby. The water source is unpolluted and the water quality is good. Two marinas offer rental boats, boat stalls and off-shore boat mooring. The nearest pojiulation center is Fresno which is 32 miles from the project — in i960 the population numbered 133,900 people. A photo representative of the project is shown below. A-1 PERTINENT DATA Project Name: Success Reservoir District: Sacreunento Project Location: State or States: California County or Counties: Tulare River or Rivers: Tule Major Highway Access Routes: state I90 Project Purposes: Flood control & irrigation Year Impoundment Began: 196I Pool Size: Maximum: Acre Feet 8o,000 Surface Acres 2,U50 Shorel ine Mi les 30 Average Recreation: Surface Acres 600 Shorel ine Mi les 7 Number of Access Areas: 6 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)*' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1964 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 12.lt 13.5 13.6 13.6 11.0 50 12,000 7 U86,270 U01,000 565,990 568,050 603,200 Sept Total 8.3 72. U 1/ Average weekend day of peak month of use. A-141 •< t>- c- 0) ^ ^ z o iH rH rH ■«t X ^ >>_^ > '< OS d CI rH o o UJ z •H H f- UJ 0) o -:t ■< 1- > #v *^ z t- < o \X\ — ■•t LTN rH 1- -P rH C\J eo O UJ ^ — • o (U (1) _l a£ is; >H >H CO a. •H s >H LU LU => C£. oc CL o e UJ J— 1 o oc > O O ir\ g o — ^. o Lr\ O J- UJ — U) H CO 0\ V- (- 1 CM 9s H UJ o w — z oc llj H o _J ^_5 B CO 1 O IT) LU CM (O o C3 O. o o CE ZO les) O O O CM CM CVJ CO 09 tt) e 0) o H iS O O 03 ^ C o •H !> (U 6 oi ^ ^ PQ ^ EH 0) m L. 1 o ir> a> CM u ». a> t/) w CM s»^ > « a> c >«- o o N ,,^ 0) in « 0) c u «0 o •«J ■^ ^ • «> "O A 0) T3 k. « M •«-• (0 0) c O Ot <« — «♦- (A k. a> 3 ■o »> ^^ c C x: 0) I. > o o > ^ in 0) o> ») — 4) ._ »- e V. O d) «♦- ■*-• o c c J 0) O T3 (/) (0 — A-142 SUCCESS RESERVOIR 1. Reservoir description . - The Tule River Basin is located at the western edge of the Sierra Nevada foothills in the southern portion of the central valley. Elevations in the "basin range from about 550 feet at the damsite to about 10,000 feet in the higher reaches. The total land and water surface available for recreation is approximately 4,100 acres. The 6u:ea is typified by sandy loam soil covered with native grass and scattered brush. Slopes in the area are considered moderate. 2. Recreational resources . - Access to the project is provided by one two-lcme paved road. The general reservoir area is characterized by hot, dry summers and mild, wet winters. Normal annual rainfall in the area of the reservoir is about 10 inches of which about 90% occurs during the months of November through April, The average annual temper- ature is about 6k° and the temperature extremes are ll4° and l8*^. A good warm water fishery is continuing at this reservoir. There are no motel or other campgrounds nearby. The water soxirce is unpolluted and the water quality is good. A marina offers rental boats, boat stalls and off-shore boat mooring. The nearest population center is Porterville which is 5 miles from the project — in i960 the population numbered 8,000 people. A photo representative of the project is shown below. A-iy^: PERTINENT DATA Project Name: Terminus Reservoir District: Sacramento Project Location: State or States: California County or Counties: Tulare River or Rivers: KaweeOi Major Highway Access Routes: state 198 Project Purposes: Flood control & irrigation Year Impoundment Began: 1962 Pool Size: Maximum: Acre Feet 150,000 Surface Acres l,9*+5 Shorel ine Mi les 22 Average Recreation: Surface Acres 570 Shorel ine Miles 8 Number of Access Areas: 5 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days) *' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 10.7 Ih,^ 13.6 lU.l 13.5 1/ Average weekend day of peak month of use. 10,000 6 328,870 215, Uoo 396,600 U55,370 368, if 00 Sept Total 8.7 75.1 z o ■•I t- — ^l H •H > -P o H •H a) > O ON o OJ «\ OJ ON O On •a o o a. GO ■-^ >-' w w w w 0) 0) OJ 0) >-( >H >H >-l o LTS O CO LlA I I O i^ CM O VO o CM o o I I CO CO ^H •H O ;h > •H u o w t t^ Ph ir> k. 1 o in CM u ». 0) ir> Ol CM 10 1 L. o 0) <^^ > « (U c >♦- o o N ^^ a> (0 o V c L. to o ■t-> «J c s k_ a. i. o> a> I. > o o > U M « — a> ._ U (A s a> o T3 (A <0 u « a> •«-< > (Q — A -1.^6 TERMimJS RESERVOIR 1. Reservoir description . - The Kaweah River Basin is located on the westerly slope of the Sierra Nevada Mountains. Elevations in the basin range from about 510 feet at the damsite to over 12,500 feet in the higher reaches. The total land and water surface available for recre- ation is approximately 2,600 acres. The area is typified by sandy loeun soil covered with native grass and scattered brush. Slopes in the area are considered moderate. 2. Recreational resource s. - Access to the project is provided by one two-lane paved road. The general reservoir area is characterized by hot, dry summers and cool, wet winters. Normal annual rainfall in the area of the reservoir is about l8 inches of which about ^O^o occurs d\iring the months of November through April. Temperatures normally range from a winter low of about 30° to a summer high of 110°. A warm water fishery at this reservoir is rated as fair. There are several motels within 6 miles of the reservoir, however, there are no other carapgroxmds in the area. The water sotirce is unpolluted and the water quality is good. A marina offers rental boats, boat stalls and off-shore boat mooring. The nearest population center is Visalia which is 20 miles from the project — in i960 the population numbered 15,800 people. A photo representative of the project is shown below. A-1'1' PERTINENT DATA Project Name: Clark Hill District: Saveuinah Project Location: State or States: Georgia & South Carolina County or Counties: (oa) Lincoln, Wilkes, McDuffie & Coltunbia (SC) McCormick River or Rivers: Savannah Major Highway Access Routes: (Ga) U.S. 378, 221 & 78, State 150, 79, ^7, h3 & 23 Project Purposes: Flood control, navigation, power & recreation Year Impoundment Began: 1951 Pool Size: Maximum: Acre Feet 2,900,000 Surface Acres 78,000 Shorel ine Miles 1,200 Average Recreation: Surface Acres 71,533 Shorel ine Miles l,06o Number of Access Areas: 71 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1964 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 11.0 11.3 15.6 19.6 13.9 1/ Average weekend day of peak month of use. .lA' 502 13,137 52 3,368,200 3,771,100 U,696,585 ii,26U,150 3,723,^*25 Sept Total 9.1 80.5 •«t I>- l>- =3 MD \D Z UJ C\ ON ■X. o r-\ rH •< z s^ ^ v • -4 o o o o UJ as o o f- iJJ MD On ■< 1— ^ «\ 3t 1- cv, C\l — •■I cc C-- 1— CY-) OJ O") -t >- >• O o — — ^ ^ _j o: Vi a. ■< o LU ■< oe u. •< o 2 — O 1- •< o UJ o —1 OD >-> LU UJ =3 OC oc Ol e O LU ^ OS g O o o ^ O LTN o ^ UJ — W) C^ r^, 1— X ir> IE h- CM lOv >J UJ O 5 i— ( Q£ UJ 3: o —I ^ § 1 O in UJ CM s \— UJ 1 O -i M o CM ii. ». 0) to Ol CM « (U c 1*- o o N ,_^ 0) V) O ^ -o to •«-> O 1 ■< e C\J co a o I UN ^ CJ 3 Cm ■p ^ o H ^ 0) 03 S Is m Q -p u 15 og a CD K S a> •»-' M .— v 2 k. C3l k. k. <0 0) a> «> ^— « — k. E O c c 5 a> O T3 JC (0 — A-150 CLARK HILL RESERVOIR 1. Reservoir description . - The Clark Hill Project is located on the Savannah River and lies within the boiondaries of Georgia and South Carolina. The terrain surrounding the lake rises to a maximum elevation of 500 feet above sea level. The topography is typical of the Eastern Piedmont - flat-topped ridges rising between stream valleys. The majority of the reservoir land area is well stocked with second growth timber, mostly pine, with a variety of native hardwoods. Normally, the water level of the reservoir is fairly stable during the recreation season, but is subject to gradual decrease in late summer and fall. The maxiraiim water storage occurs in May. The project area is comprised of 155,886 acres of land and water of which approximately 155,686 acres of land and water are available for some form of recreational use. 2. Recreational resources . - Access to the reservoir is provided by approximately 750 roads ending at the water's edge. The reservoir area is reached by three major U. S. routes and five major State routes. In general, the climate of the area may be described as one of short, mild winters and long, hot summers. The yearly rainfall average is U5 inches and is rather evenly distributed. The reservoir is well stocked with a variety of sport fish which attract a large niimber of anglers yearly. The land portion of the reservoir abounds with small uplajid game species and the deer and turkey population has increased to the point where managed hunts are now allowed in the Wildlife Management Areas. There are over 50 rental units located within a one-mile radius of project lands. There are nimaerous subdivisions located near the reservoir which consist of mostly second homes, but a few year-round residences. The nearest popu- lation center is the Augusta, Georgia, Metropolitan Area (estimated 26o,000), approximately 25 miles from the reservoir. A photo representative of the project is shown below. A-1^1 PERTINENT DATA Project Name: Hartwell District: Savannah Project Location: State or States: Georgia & South Carolina County or Counties: (Ga) Stephens, Franklin & Hart (SC) Oconee & Anderson River or Rivers: Savannah Major Highway Access Routes: (SC) I-85, U.S. 178, 123, 76 & 29, State 28 & 2i* Project Purposes: Flood control, navigation & power Year Impoundment Began: 1961 Pool Size: Maximum: Acre Feet 2,8U3,000 Surface Acres 63,000 Shoreline Miles Not Available Average Recreation: Surface Acres 55,950 Shorel ine Miles 962 Number of Access Areas: 68 Recreation Facilities: Tent and Trailer Spaces: 183 Day Use Areas (Capacity in Recreation Days)'' 11,961 Boat Launch Lanes: 58 Attendance (Recreation Days): 1968 U, 227, 300 1967 3,322,600 1966 1^,230,700 1965 3,092,700 I96>l 1,550,000 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 10.1 12.1 1U.5 17.2 ll.il 8.1 73.1* 1/ Average weekend day of peak month of use. A-1S3 -t c-- MD =) VD vO Z UJ ON ON X o H H ■< z N, ' V..^ «* o a o O UJ z o o t- tu \D on ■*t t— «\ •N Z f- 00 m — •< en O 1- CO CXJ on CO 00 ■< a: o Of o CO UJ UJ I- — ■«t — Q. o o ■< o UJ — Q£ —I O OQ UJ 3 Of O. in CM I o w >^ CO _d- o m -^ a) o\ in r-\ 0> CM t> on <0 o v m L. 1 y in « CM i_ •• a> LO w CM « 1 i- o 0) N— ^ > nj (D C >♦- o O N ,_» V (0 u a> c 1. to u ■*-> w in ^-^ T3 as (U T3 k. (O to — H- (A U di 3 T3 o O- s . <» O o o UJ o ._ 1 1 o ^ e LTN L-A 1- co Cvi OJ s. u •H o > u 0) w o o > u if) .^ ^ E o c c 3 a> o ■o tf> V) ^ (0 a> •«-' > w — o u A-].'^^ HARTWELL RESERVOIR 1. Reservoir description . - Hartwell Reservoir is located on the Savunnah River, Georgia and South Carolina, approximately 89 miles upstream from Augusta, Georgia, and approximately 30 miles above the headwaters of the Clark Hill Reservoir. The siirrounding area is generally steep with slopes ranging from 5 percent to over 25 percent in the upper reaches of the reservoir. The lower portion of the reservoir lies within the Piedmont Plateau while the upper portion extends into the Blue Ridge Mountain area. The timber stands are generally pine-hardwood occ\irring in vaxying mixtures. The reservoir pool elevation fluctuates from a high of 665 to a low of 625 (m.s.l.). Maximum water storage usually occurs during the months of May and Jxme. The project area comprises 76,780 acres of which approximately 76,580 acres are available for recreational use. 2. Recreational resources . - Access to the reservoir is good with approx- imately 700 of the 912 miles of shoreline accessible by roads, the majority of which are paved. The reservoir area is reached by one interstate route, four major U. S. routes, and two major State routes. The climate of the Hartwell Reservoir area can generally be described as temperate and conduci\ to outdoor-based recreational activities for approximately 8 months of the year. The reservoir area has an average annual rainfall of approximately US inches. Hartwell Reservoir supports a large sport fishery. All water- oriented recreation activities are allowed. There are almost 200 rental \mits located within one mile of the reservoir. There are a large number of subdivisions located on private property adjacent to Government property, The majority of homes in these subdivisions are year-round residences. The nearest population center is the Anderson Metropolitan Area (estimated 75, 0( approximately 10 miles from the reservoir. A photo representative of the project is shown below. A-155 PERTINENT DATA Project Name: Canton District: Tulsa Project Location: State or States: Oklahoma County or Counties: Blaine & Dewey River or Rivers: North Cauiadian Major Highway Access Routes: State 51, 58 & 58a Project Purposes: Flood control, irrigation & water supply- Year Impoundment Began: 19^46 Pool Size: Maximum: Acre Feet 386,000 Surface Acres 15,800 Shoreline Miles Not Available Average Recreation: Surface Acres 7,800 Shorel ine Mi les k3 Number of Access Areas: 6 Recreation Facilities: Tent and Trailer Spaces: 75 Day Use Areas (Capacity in Recreation Days)'' 10,6Uo Boat Launch Lanes: 10 Attendance (Recreation Days): 1968 1,0UU,500 1967 872, Uoo 1966 935,000 1965 782,900 19611 790,800 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 8.6 13.1 16.3 17.9 1^.0 7.3 77.2 1/ Average weekend day of peak month of use. • VO ac UJ ON z o H •< ■< ^•' o o O LU z o 1- UJ CO ■< (- «\ z t— ^- — tt VD t— u-\ CO OS OS o o CO 1^ _i od — a. o o I- ■< o O CO LU = Qc a. o u> I CM O o I on o o o CM I o o o #\ CN o _^_^ M o UJ ^ LTN o ._ z e ITN •^ OJ w •H c5 rH -P iH w a <« o a> in L. 1 o ir> a> CM u ». 0) LO o> CM n) 1 L. o V ^^ > « (U c >♦- o o N ,_^ a> 10 o a> c I. n u -tj « S k. a. k. 0) 0) ^ > o o > k. tf> 0) V «> . — (U - — k. B o c c 5 «> o -o jC v> -♦J > w — o k. A-15P- CANTON RKSERVOIR 1. Reservoir description . - Canton Dam is located on the North Canadian River about 2 miles north of Canton, Oklahoma, and 75 miles northwest of Oklahoma City, Oklahoma, at about 1,575 feet elevation. The topography in the vicinity of the reservoir is characterized by gradually sloping sand dunes on the left bank and by rolling hills and approximately ?. miles of bluffs on the right bank. In the upper part of the reservoir, both the right and left banks have comparatively gentle slopes with no outstanding topographic features. The project area consists of 19,795 acres of fee land and 500 acres of flowage easement. 2, Recreational resources . - Access to the general area is provided by Oklahoma State Highways 51 and 58. Access to the reser-zoir is provided by several county maintained roads and by the access roads now designated as Oklahoma Highway 58A. The project supports one of the most important reservoir fisheries in the state from both fish production and angler use, The Oklahoma Department of Wildlife Conservation stocked the reservoir with walleye and their spawn now serves as a major soiirce for the stocking of other lakes. All types of water-oriented recreation activity are allowed. The area has also proved to be a productive one for varied game such as quail, deer, and wild turkey. There are a number of overnight lodging facilities in the area. The nearest population center is the Oklahoma City metropolitan area (est. 512,000) which is approximately 75 miles from the project. A photo representative of the project is shown below. A-1 PERTINENT DATA Project Name: Denison District: Tulsa Project Location: State or States: Oklahoma & Texas County or Counties: (Okla) Love, Marshall, Bryan & Johnston (Tex) Grayson & Cooke River or Rivers: Red & Washita (Okla) U.S. 69, 70 & 75, State 199, 99, Major Highway Access Routes: 299, 32 & 22 (Tex) U.S. 77 & 82, State 10 & 8U Project Purposes: Flood control, power, water supply & navigation Year Impoundment Began: l<^kk Pool Size: Maximum: Acre Feet Surface Acres Shore! ine Mi les Average Recreation: Surface Acres Shorel ine Mi les Number of Access Areas: Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)*' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 7.7 10.0 15.2 16.7 13.5 1/ Average weekend day of peak month of use. A-1.-^l 5,382,000 1^3,300 1,100 89,000 580 52 l,i+30 72,200 82 8,793,600 8,790,800 8,287,^00 8,905,^00 8,197,^00 Sept Total 9.7 72.8 Z LU Q) > > 2 1- < < <: — ■< h- 4^ -P -p co O o o LU ^ f^. <8 ■a — — 0) — O. -D ^ ^ o3 > 0) > o < < > > M 1 < < < S 1 0£ o m •P -P -P P UJ CM O O O 1- LU 1 o ?5 S ^ o a. o o o o z •< t- o O ■ O 1 1 CM 1 CM 1 cv u •H o t •H OJ o 0) X. >5 ^. d w u 0) 0) s ^ fc,-^ o 03 ps ^ 0) ,Q O -^ lA k. 1 u in a> CM 1. ». 0) in Ot CM « 1 1. o 0) '^^ > (0 0) c >♦- o o N ..^ d> tf> u a> c I. <0 o -t-" « ♦- (/> k. (U 3 T3 0} o o > I. 0) (1) a> w — O) •- »- e i. (O o -M > (0 — o »- % A-157 DENISON RESERVOIR 1. Reservoir description . - The project area is located in the Red River Valley in Bryan County, Oklahoma, and Grayson County, Texas, at about 500 feet elevation. The general topography of the area surrounding the reser- voir is rolling and hilly with occasional escarpments and benches. In many places, the valley slopes are steep, resulting in rugged cliffs, hills, and promontories along the shoreline. The Government -ovmed land area above the top of the power pool is 102,368 acres, making a total area of 195 >^^ acres for the reservoir. 2. Recreational resources . - Access to the project area is furnished by U. S. Highway Nos. 69, 70, 75, 77, and 82; Oklahoma State Highway Nos. 22, 32, 99, 199, and 299; and Texas State Highway IJos. 10 and 8k. Numerous coiinty roads serve the reservoir area. As evidenced by the estimated 3,900,000 poimds of fish taken during fiscal year 19^7, the reservoir is one of the most important fish-producing reservoirs in the area. In addi- tion to the fishing, the U. S. Fish and Wildlife Service manages the Hagerman and Tishomingo Wildlife Refuges for the protection of waterfowl and controlled public hunting. The Oklahoma Department of Wildlife Conser- vation manages 3,915 acres under license for public hunting; this area is managed primarily for deer, turkey and upland game. In addition to numerous motel and camp facilities on private property adjoining project land, there are 2k guest establishments with a total of 1+03 rental units on project lands. The nearest population center is the Dalles-Fort Worth area con- taining an estimated population of 1,^90,000, approximately 8o miles from the project. A photo representative of the project is shown below. A-1G3 PERTINENT DATA Project Name: Eufavila District: Tulsa Project Location: State or States: Oklahoma County or Counties: Mcintosh, Haskell, Plttsbtirg & Okmulgee River or Rivers: Canadian Major Highway Access Routes: I-^K), U.S. 62 & 69, State 113, 71, 31 & 9 Project Purposes: Flood control, power & navigation Year Impoundment Began: i960 Pool Size: Maximum: Acre Feet 3,8U8,000 Surface Acres lU3,000 Shorel i ne M 11 es Not Available Average Recreation: Surface Acres 102,500 Shorel ine Miles 600 Number of Access Areas: 2k Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 9.3 12.0 13.3 15.0 13.8 1/ Average weekend day of peak month of use. 555 1^,350 5i* 2,312,900 2,001,800 2,157,600 2,305,100 167,500 Sept Total 9.h 72.8 •«t t^ 1>- t- =3 vD VD VD Z UJ OA w > »v •s. \- (H < LfA < CM — «t cH VD t> t— iH -P UA -P (YT a> O o ^ UJ C\J S ^ H CO UJ fi Of o o I Vi liJ UJ I— — a. o 0£ O o I tr> e>4 CM I O O o o WW w CD (U O H >H S >H w w w w ^ >H >H >H o ON o - o o LTN -J- CM (0 O a> tn I. 1 o lO 0) es V- •- 0) LO Ol CM 10 1 L. o V ^.^ > « c u « O •4-< <0 V> ■"^ T3 «J a> -o I. 0) <0 0) c o a< flj — H- in k. 0) 3 -o as a. O o o ^sl o LTN o o o LTN CM 1 Lr\ 1 LTN O LPs ir\ LTN ai CM CM CM •H O > u ^ •H ^ o o u w > n5 >5 (U -p U K c3 f-i -P ft. O 0) d W a> o o > I. in (U 8) «> ^— (U - — 1. E o 0) 3 V o -o j: (0 tf> I. to — o ^ -i.fir, EUFAULA RESERVOIR 1. Reservoir description . - The project area is located on the Canadian River in Mcintosh, Haskell, Pittsburg and Okmulgee Coimties, Oklahoma, about 12 miles east of Eufaula and 31 miles south of Muskogee. The topo- graphy of the reservoir area is variable -- from broad basins to more restricted valleys confined by rolling hills and steep bluffs. At the confluence of the North Canadian and South Canadian Rivers, the lake is restricted between Brooken Mountain on the south and a large promontory on the north forming a scenic feature of the reservoir area. Approxi- mately 66,000 acres of Government -owned land border the 102,500 acre power pool which has approximately 600 miles of shoreline. 2. Recreational resources . - Access to the area is provided principally by U. S. Highway Nos . 62, 69, and 266; Oklahoma State Highway Nos. 31 ajid 71; and Interstate Highway I-Uo. Numerous county and section line roads will provide access to the reservoir. The climate of the area is characterized by mild spring weather, hot summers, and moderate autumns providing a long recreation season. The lake has proven to be an out- standing sport fishing center and the Oklahoma Department of Wildlife Conservation has carried out an extensive walleye stocking program. There has also been large concentrations of migratory waterfowl during fall hunting seasons. There are n\imerous motel units on private property adjoining the project and two guest establishments with a total of U30 rental units on Government -owned land. There are 95 subdivisions platted and laid out adjacent to project boundaries. The city population within a 150 mile radius of the project is estimated to be 1,162,705. A photo representative of the project is shown below. PERTINENT DATA Project Name: Fall River District: Tulsa Project Location: State or States: Kansas County or Counties: Greenwood River or Rivers: Fall Major Highway Access Routes: U.S. 5^, State 99 & 96 Project Purposes: Flood control & conservation Year Impoundment Began: 19^9 Pool Size: Maximum: Acre Feet 259,000 Surface Acres 10,500 Shorel i ne M i 1 es Not Available Average Recreation: Surface Acres 2,^50 Shore] ine Miles kO Number of Access Areas: 10 Recreation Facilities: Tent and Trailer Spaces: 110 Day Use Areas (Capacity in Recreation Days)'' 6,650 Boat Launch Lanes: 11 Attendance (Recreation Days): 1968 386,225 1967 ii68,000 1966 ii06,500 1965 U59,^KX) I96U 538, UOO Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 10.3 12.7 13.2 16. 7 1^.7 11.5 79-1 1/ Average weekend day of peak month of use. A-1G9 < t>- t- l>- c- 3 v£) VD ^ \0 ■X. UJ ON On G^. ON ■X. O H H H i~H H H ■< z •^-^ v^_^ s ^ /2 ■< «3 03 o o O O O o rH H LU Z O o O o •H •H (- UJ _rr o -=1- VD OCl 03 •< 1- #\ #\ •\ > > Z 1- aj (V-i o \o < < — •< ^- m C-- -4- H- O'^ C^i ir\ 0~; ■<-■> +J . ^ >^ s s 0) rH H JJ ,0 03 05 c >H H o •H •H a:: ct3 03 •\ > > CvJ < < 4.5 -P LTN LTN LPs LTN u^. LTN CO OJ CVi 1 1 1 1 1 ir\ LTN LTN C\J t\i CV' ^1 •H > u U 0) •H 0) u Q) ^ CO •H ^ c« t u 0) > ^ 1-5 i (U •xi CO -P K 0) d •H p:: -p C U ^ c w ^ ^ ^ T3 H pi •H Cx] X ^ EH IS :s ID k. 1 « m 0) CM k- v LO 01 CM (0 0> c '■*- N ,,^ a> (0 0) c L. <0 -•-• (0 (0 « .— H- (A k. 0) 3 -0 « -•-' «) — a> 3 k. 0. 1. a> 0) k. > > I. (0 to a> ft ^— a> — k. E i. « +- -fj c c 3 V ■0 ^ ■*-" > (0 — k. A-1 FALL RIVER RESERVOIR 1. Reservoir description . - The project is located on Fall River in Greenwood Coimty, Kansas. The damsite is about four miles northwest of the to^m of Fall River and 17 miles southeast of Eureka, Kansas. Bottom lands of the area are generally flat while valley slopes vary from undu- lating to rolling hills; near the damsite, the sides of the valley are more pronounced and rugged. The lake is generally shallow and vertical fluctuations of the pool will result in rather extensive horizontal fluc- tuations of the shoreline. The project area comprises 13,982 acres of land all available for recreation. Of this, 3»000 acres are leased to the Kajisas State Park and Resources Authority for park purposes and the remaining 10,892 acres have been licensed to the Kansas Forestry, Fish and Game Commission for wildlife management purposes. 2. Recreational resources . - Primary access to the area is furnished by U. S. Highway 5^ and Kansas State Highway Nos. 96 and 99. Practically all parts of the reservoir are accessible by coimty roads. The reservoir lies within a region characterized by moderate winters and comparatively long summers. The reservoir is one of the most popular and productive fisheries in the area. Due to the management program of the Kansas Forestry, Fish and Game Commission, the area has become an important hunting area, both for migratory waterfowl and upland game. There are a number of small motels in the area; also, there are several cabins and cottages adjacent to Government-owned land that are frequented throughout the entire year. The nearest metropolitan area is Wichita, Kansas, with an estimated population of 269,000, 79 miles from the project. A photo representative of the project is shown below. A-171 PERTINENT DATA Project Name: Fort Gibson District: Tulsa Project Location: State or States: Oklahoma County or Counties: Cherokee & Wagoner River or Rivers: Grand (Neosho) Major Highway Access Routes: U.S. 62 & 69, state 80, 51, 33 & I6 Project Purposes: Flood control & power Year Impoundment Began: 1953 Pool Size: Maximum: Acre Feet 1,281+, 1+00 Surface Acres 51,000 Shoreline Miles Not Available Average Recreation: Surface Acres 19,000 Shorel ine Miles 225 Number of Access Areas: 25 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 19611 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 7.5 9.5 12.5 16.1+ ll+.O 1/ Average weekend day of peak month of use. A-17? 1,009 21,660 69 2,1+06,500 2,111,700 2,1+27,300 2,1+66,300 2,806,1+00 Sept Total 10.1+ 70.3 •< t^ t^ [>- \>~ ^- =3 VD VO VD VO v£) 2C liJ ON > #\ > •V «\ #s s »- H < < VD < 00 CM LTN — •< O .H t>- (S- en 1— o -p •P •P r-\ PO CO «\ o o o 9\ 0\ UJ C\J s fe s r-\ iH o > CO W pc; ^. o CO pp M c o CO UJ o _i a: — a. o O w 10 CO w CO CO (U H >^ >H ^ >-i >H !>< s ■< LU O OO a- a: o LU 1 on o o UJ a. o o o o ■X. \- v» CO CO CQ ^ ^ ^ 10 CO CO CO CO 0) 0) p Q> CD >H ^ >-l >H f^ ^ o cd o o H U) LTN •H • *\ Cd LD CM > CM O H < -P o o If) CO CM C7N ,o C Cd o CO H ITN CO •H CO •v Cd »\ CM > < LTN o o ir\ «\ CO o UTN O ITN 1 CM o LTN 1 u^ CM O LfN 1 O 1 LTN CU o LTN LTN CM ITN CO O 1 CM ■ LfN CM c> L(A CM U o •H O t Ai t > fH ^ cd cd >. u Jm Cd 0) -P C ^H <1> CD fi to DO •H )h CO fe •H QJ fC Ai tH Cd r^ K Jh Cd cd ^ Cd 0) P. in i •s P< CO ^ 13 d u ^ M •H u cd C a> CM 1. ^ a> tn Ol CM ^M^ > w a> c >4- o o N ,«. 4> M U « C k. ■o u 0) ta ♦J <0 a> c u o> L. 0) 3 •o <0 c •*^ •^ c .c o ■«-< «> — V S k. a. k. a> a> u > ■^ (0 1. I. H- o o > 1. U) V a> o ■o (A «> I. « a> +J > fl) — A-174 FORT GIBSON RICSERVOIR 1. Reservoir description . - The project area is located on the Grand (Neosho) River about 5 miles north of Fort Gibson, 12 miles northeast of Muskogee and 10.5 miles southeast of Wagoner, Oklahoma. The land within the reservoir area consists of level first bottom land, ^mdu- lating to rolling valley land, and wooded ravines and mountainous slopes. The steep valley slopes are very stony and usually covered with a gro\irth of timber. Operation of the project will result in a stable pool at elevation 55^.0 (top of power pool) except during infre- quent periods of relatively short diiration. The Government -owned land covers an area of 76,389 acres, most are available for public use. 2. Recreational resources . - Numerous highways, county roads and private roads provide excellent access to the right-bank reservoir area and fair access to the left-bank reservoir area. Access to the general area is served by U. S. Highway Nos. 62 and 69 and Oklahoma State Highway Nos. I6, 80, 33 aJid 51. The project lies in a region characterized by moderate winters and comparatively long summers. In addition to supporting one of the most important fisheries in the area, there are approximately 21,800 acres of land licensed to the Oklahoma Department of Wildlife Conservation. There are 17,298 acres of land and water managed for public hunting and the remainder for a waterfowl refuge. The area adjacent to the Government- owned land is highly developed and there are numerous motel facilities; in addition, there are guest establishments, several cottages ajid the Sequoyah State Park Lodge all on project land. There are also two municipal parks, nine quasi-public groups with developed camp sites, 30 private club sites )T3.ny of which have clubhouses and lodging facilities, and many cottages and homes occupied the entire year, all on project land. In cities with more than 10,000 population within a 100 mile radius of the project, there is an estimated total population of 568,000, A photo repressntative of the project is shown below. .1 7' PERTINENT DATA Project Name: Fort Supply District: Tulsa Project Location: State or States: Oklahoma County or Counties: Woodward River or Rivers: Wolf Creek Major Highway Access Routes: U.S. 270 & I83 Project Purposes: Flood control Year Impoundment Began: I9U3 Pool Size: Maximum: Acre Feet 101,800 Surface Acres 5,730 Shore 1 i ne M i 1 es Not Available Average Recreation: Surface Acres l,88o Shorel ine Miles 26 Number of Access Areas: 3 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 7.7 12.5 15.9 15.3 12.0 1/ Average weekend day of peak month of use. 50 2,900 8 282,300 271,700 317,^00 3^^,600 331,200 Sept Total 8.5 71.9 ■X. o ••1 a: O Q ■< I— Z I- — -t I— CO — •< o o a: O r^^ Ci p. UJ ^~ h- ae cb LU F- — K oc C o P'' 1 C3C — o — Ul I I- CM ID CM I o o o M o o a. C o — ■ ■fj ^-^ « o 0) in I. 1 o IT) 0) CM 1. •. v LO w CM <0 1 l- o 0) ^•.^ > « 0) c <4- o o N ,_» a> «> o c o o> «> — •»- (A u 0) 3 "O tf> c -•-' .— C JC 4) ■f J k. a. 1. o 0) o o I— CO o o > ^ V) OT — 0) ._ >^ E o c c 3 a> o ■o -c w> ■•-• > (0 — FORT SUPPLY RESERVOIR 1, Reservoir description . - The project is located on Wolf Creek, a tributary to the North Canadian River about 2 miles from Fort Supply, and 15 miles northwest of Woodward, Oklahoma. The watershed slopes in the western portion are steep with rough, broken hills which flatten out to a rolling prairie in the central and eastern portion of the basin. Approximately 35 percent of the watershed is covered with wind- blown sand. The project consists of approximately 9j8^0 acres of land and water, all of which are available for recreation. 2. Recreational resoTorces . - Access to the area is provided by U. S. Highway Nos. I83 and 270. The Fort Supply Reservoir lies in a region lacking in outdoor recreational facilities for the public. The potential recreational resources of the reservoir are fully recognized by individ- uals living within a wide radius of the project. Numerous petitions by local comm\mities, organizations and individuals requesting a development of these resources and many requests for permits to lease areas on which cottages and cabins could be constructed have been received. The Oklahoma Department of VJildlife Conservation has been granted a license of 5>550 acres of land within the reservoir area. Of this amount, i+,600 acres are reservoir perimeter lands and 950 acres lie downstream from the dam. Their lands are being managed for public hunting. There is an estimated popula- tion of 59,000 within a 50 mile radius of the project, 378,000 within 100 miles. A photo representative of the project is shown below. PERTINENT DATA Project Name: Great Salt Plains District: Tulsa Project Location: State or States: Oklahoma County or Counties: Alfalfa River or Rivers: salt P^ork of the Arkansas Major Highway Access Routes: U.S. 64, state 11 Project Purposes: Flood control Year Impoundment Began: 19^+1 Pool Size: Max imum: Acre Feet Surface Acres Shorel ine Mi les Not Average Recreation: Surface Acres Shorel ine Mi les Number of Access Areas: Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 8.6 16.2 17.7 19.3 12.7 280,200 28,2if0 Available 8,890 i+1 5 90 5,380 5 599,200 567,800 63^^,200 708,900 6oU,6oo Sept Total 6.2 80.7 / Average weekend day of peak month of use, A-l PI -s C- ^ vO z UJ OA z o H •< ■«s o o O UJ z o H- LLl -3- -t 1- #> z 1— C\J — ■< ^- t- co o CO r^ M CO o CO a: o LU o I o a: a. O o a: O CO o I m in CM I o w o o a; #\ LU o ,_^ Q. f^ in I. 1 o in 0) CM i. »■ « in o< «M « 1 ^ o 0) >mm^ > (0 a c >♦- o o N _^ (U in o 0) c ^ <0 o ♦J flj — <*- M k. (U 3 T3 <« C -*J •— C j: V ■*■> o o > i. M ^— 0) — I. E i. in o 0) 4- -t-" O c c 5 V o ■o ^ (0 — a ^ •' _T p "^ GREAT SALT PLAINS RESERVOIR 1. Reservoir description . - The project is on the Salt Fork of the Arkansas River at an approximate elevation of 1,100 feet. The daun is ahout 30 miles northwest of Enid, Oklahoma. The surroxmding area is generally flat prairie land and only at the damsite are there sufficient variations of topography that favor recreation development. On the south abutment, bluffs descend abruptly to the water and afford excellent views of the project. These bluffs have several deep ravines that form coves that are popular for boating. On the left abutment is a sandy dune-like stretch of shoreline that is particularly conducive to bathing beach development. Government -controlled lands comprise approximately 31,935 acres of which the Corps of Engineers administers 860 acres and the Fish and VJildlife Service administers 31,075 acres as a national v/ildlife refuge. 2. Recreational resources . - Access to the area is provided by U. S. Highway 64 and Oklahoma State Highway 11, Several all-weather county roads provide access to the reservoir. The reservoir lies in a semi-arid region characterized by moderate v;inters and comparatively long summers. One of the unfavorable features of the project that affects the fishery resources is the saline nature of the vra,ter, however, since impoundment, conditions have favored excellent production of channel catfish ajid carp. The outstanding recreational featiire of the project is the waterfowl hunting on lands adjacent to the VJildlife Refuge; it has proven to be one of the most popular and productive areas in the State. There is also managed public h\inting for deer for an eight day season. The principal region to be served by the reservoir contains only one city of more than 10,000 and an estimated total population of 120,000. A photo representative of the project is shown below. A-183 PERTINENT DATA Project Name: Heybum District: Tulsa Project Location: State or States: Oklahoma County or Counties: Creek River or Rivers: Pole Cat Creek Major Highway Access Routes: I-4U, state 33 Project Purposes: Flood control Year Impoundment Began: 1950 Pool Size: Maximum: Acre Feet 57,300 Surface Acres 3,700 Shoreline Miles Not Available Average Recreation: Surface Acres 980 Shorel ine Miles ko Number of Access Areas: 5 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 5.6 9.6 17.6 17.5 13.9 1/ Average weekend day of peak month of use. 200 5,570 6 289,000 328,300 3U3,700 3UO,500 3^7,600 Sept Total 10.3 7^.5 ^ W^ a: o r-( H •4 Z v^.^ •«t o o o o UJ ae o o ►- UJ VD CM «t t- •\ Z t- m cxT — •< OA I> 03 ■o 00 LU a: •< -< O Ui UJ QC OS o (O UJ UJ f— — •< o 03 a. I o a. o o o I— to a; CO 0) OJ o w O o ^^ o UA UJ — HI CO I— s 1 in z t- P>4 LU CJ .« z oc OJ _J o 1 oe o ac o in O LU 04 on LTn O CV LfA I I O UA CM ?H •H ^-1 o •H t O > o t^ w d) cu w PI cu K 0) c ^ o 05 +3 to w o >: H O O fc^ O n) o a> iO k. 1 o ID a> CM 1. •. 0) iT) o> CM « 1 &. o 0) >^ > « (U c >4- o o N ,„^ (U «) O 0) c I. <0 o ■*-• ♦- in I. c -JJ .— C .c 0) ••-' OT .— aj 2 V. o. k- a> 0) o o > k. M 4) a> M ^- 0) — l_ E L. O c c 5 a> o ■o <0 (0 k. (0 0) -•-' > (0 — A-10'? HEYBURN RESERVOIR 1. Reservoir description . - The project is on Polecat Creek about 9 miles northeast of Bristow and 11 miles west of Sapulpa, Oklahoma. Topography of the reservoir area varies from relatively level land in the narrow valley floor to rough, rolling heavily-timbered lands, prin- cipally in the flood control pool. There is a total of approximately 7,028 acres of Government-owned land, almost all of which is accessible and available for recreation use. 2. Recreational resources . - Access to the area is provided by Inter- state Highway Uh and Oklahoma State Highway 33. There are numerous county roads providing access to the reservoir. The climate of the reservoir area is characterized by moderate winters and comparatively long summers. The project provides many recreational activities, such as boating, waterskiing, fishing, hunting, swimming, picnicking, over- night camping, hiking and other related activities. In the five neigh- boring counties that make up the major area served by the reservoir, there is an estimated population of U87,000. A photo representative of the project is shox^ below. k^^ ^— --.^-==..»^ PSK ■ ( " - ^-a™^!F"«W --■-''^••":^ ' '.: .n^^^.-aae'*-* IHIIlTIIIll"'. .-...-^ -.mm ** 4 ^^S "'^ Ujmiirr -■■"^ #i'i(MiiiniiiWjn ^- «v-^:r'-**^ mma^&^' ^..if . > ►» ^•^^ ^di r^- ii^^m ^m^f P A_1P^" PERTINENT DATA Project Name: HUlah District: Tulsa Project Location: State or States: Oklahoma County or Counties: Washington River or Rivers: Caney Major Highway Access Routes: U.S. 75, State 99 & 10 Project Purposes: Flood control Year Impoundment Began: 1951 Pool Size: Maximum: Acre Feet 292,600 Surface Acres 13,000 Shore 1 i ne M i 1 es Not Available Average Recreation: Surface Acres 3,600 Shorel ine Miles 62 Number of Access Areas: 8 Recreation Facilities: Tent and Trailer Spaces: 70 Day Use Areas (Capacity in Recreation Days)'/ 3,170 Boat Launch Lanes: 10 Attendance (Recreation Days): 1968 U98,700 1967 333,900 1966 390,100 1965 539,200 I96>* 382,000 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 9.1 12.9 1^.5 15.7 12.4 8.0 72.6 1/ Average weekend day of peak month of use. A-189 z o ■t z •< — ■<. I— CO O o CC on t>- t^ [>- V£) VD VD CN o\ C^ r-f rH rH N^.^ ■ — " ■ ' o o o o o o o VsD OJ r\ •s #« 00 r^i CO VD On C-- -d- !>- rH 0^ O o ■o o o o. — 0) O >-l >H S www (U tu >^ >-, >. w w o o c o LTA o Lf\ o -f- OO CO CO •\ «\ •\ «« CO VD LTN C\j CV LU o ,_ Q. •^ LTN o o O O o o UJ o ._ ?5 6 CO o 1 LTN 1 •< ,_^ OJ OJ CM OJ ^ •H u o ^ ■H > •H 5h Sh O u O •H •H > 0) > o P u w !m > !> . d > d (U d -P w •H w c ^ o w •H C PS C o 05 +J Jlj O Cj 03 •p hD c cd ^ H i^ w O ^ ^- H O ^ ^-^ w fe lii O Eh «J o « ir> I. 1 o in v CM i~ ». (U in O) CM « 1 L. o a> ^^r > « 0) c >«- o o N „- . V (0 o *- <0 V. o o > k. CO 4) o <0 w^ v — k. B k. ift o a> »♦- -♦-• o c c 3 a> o -o in M k. to <1> 4-' > <0 — -1 90 HULAH RESERVOIR 1. Reservoir description . - The project is located on the Caney River about 15 miles northwest of Bartlesville, Oklahoma, and 5 miles south of the Kansas -Oklahoma State line. The valley floor in the reservoir is about three-fourths mile wide and hills flanking the valley floor vary from 100 to 250 feet high. Steeper slopes of the valleys are usually covered with extensive groves of oak and hickory trees with many open grass meadows. The reservoir has a sedimentation pool with top elevation at 72U.0 and a conservation pool at 731.0, resulting in a possible maximum drawdown of 7 feet. The project area comprises 21,5^0 acres of land, almost all of which is available for recreational activities. 2, Recreational resources . - Access to the area is provided by U. S. Highway 75 and Oklahoma State Highway Nos. 10 and 99* The major portion of the south side of the reservoir is accessible by means of secondary roads while access to the north side of the lake is very limited. The reservoir lies in a region characterized by moderate winters and compara- tively long summers. All types of water-oriented recreation activities are allowed. Several commercial establishments and subdivisions have located near Government property around the main body of the lake. In addition to the fishing activities, the Oklahoma Department of Wildlife Conservation has developed and is managing 3,535 acres of project land for game management purposes and 2,000 acres for a refuge area. The only town in the area of more than 10,000 population is Bartlesville. The nearest metropolitan area is Tulsa Coiinty, having an estimated popu- lation of 3^6,038. A photo representative of the project is shown below. A-191 PERTINENT DATA Project Name: Keystone District: Tulsa Project Location: State or States: Oklahoma County or Counties: Tulsa, Osage, Creek & Pawnee River or Rivers: Arkansas Major Highway Access Routes: U.S. 6i+, state 99, ^, 51 & 51A Project Purposes: Flood control, power & navigation Year Impoundment Began: 196U Pool Size: Maximum: Acre Feet 1,879,000 Surface Acres 55,^00 Shoreline Miles Not Available Average Recreation: Surface Acres 26,300 Shorel ine Miles 330 Number of Access Areas: 15 Recreation Facilities: Tent and Trailer Spaces: 52 Day Use Areas (Capacity in Recreation Days)'' 20,900 Boat Launch Lanes: 27 Attendance (Recreation Days): 1968 1,737,900 1967 1,793,600 1966 2,001,100 1965 1,582,200 1961 U78,600 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 8.6 12.7 lh,Q 16.6 13.7 8.5 7^.9 1/ Average weekend day of peak month of use. A-193 0^ 0> z o rH r-i ■< ■«4 Vw^ o o O o UJ z O o 1- UJ m OJ ■< 1— #\ vy 2 h- CO CXJ — o o a. 09 Of oe. a. O O o UA o LU __ cv \s\ o ._ 1 1 ^ e o u-\ ■< , CM ^ ?-l •H •H o o > > ^ ^ . H (1) O K O « o a> in k. 1 y if> 4) CM L. »■ 0> in o< CM to (U c >4- o o N ^^ a> in o 0) c L. (0 u •«-> "O L. 0) <0 "♦J (0 0) c u a\ 5 i- a. \- V O w > o o > u CO V (U «) »— a> .-> k_ E I. in o a> ^ -»J o c c: s a> o •u M k. <0 a> ■»J > (0 — o ^ A-194 KEYSTONE RESERVOIR 1. Reservoir description . - The Keystone Damsite is located on the Arkansas River approximately 2 miles downstream from the mouth of the Cimarron River and lU miles west of Tulsa, Oklahoma. The lake shore varies from steep, rocky bluffs near the dam to the moderate, sandy slopes of the upper reaches of the reservoir. The major portion of the project land is forested with deciduous trees common to eastern Oklahoma. Approximately 2U,000 acres of Government -owned land border the 26,300 acre power pool which has approximately 330 miles of shore- line. Most of the shoreline is available for recreational use. 2. Recreational resoxirces . - Access to the area is provided by U. S. Highway 6k and Oklahoma State Highway Nos. U8, 51 j 51A, and 99 • Numerous private and secondsiry roads provide direct access to the reservoir from these highways. From early March to November, the temperature permits practically all types of recreation activities. The Oklahoma Department of Wildlife Conservation is carrying out an extensive striped bass and walleye stocking program. Approximately 200,000 striped bass fingerlings and 1,200,000 walleye fry were stocked during I967. In addition to numerous quasi-public groups and private club developments on project land, there are 72 subdivisions undergoing development adjacent to the project boundaries. There are approximately l,6Uo,000 persons residing within the 100 mile son^a of influence of the reservoir and approximately 53^,000 persons within the 50 mile zone. A photo representative of the project is sho\^m below. A-l'^S PERTINENT DATA Project Name: Oologah District: Tulsa Project Location: State or States: Oklahoma County or Counties: Nowata & Rodgers River or Rivers: Verdigris Major Highway Access Routes: U.S. 6o, 66 & 169, state 28 & 88 Project Purposes: Flood control, power & navigation Year Impoundment Began: I963 Pool Size: Maximum: Acre Feet 1,021,000 Surface Acres 43,200 Shorel ine Miles Not Available Average Recreation: Surface Acres 5,850 Shorel ine Miles 75 Number of Access Areas: 6 Recreation Facilities: Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1964 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 10.5 11.9 1^.2 IU.5 11.0 1/ Average weekend day of peak month of use. 117 8,700 8 1,092,600 1,178,200 936,900 l,li+8,U00 718,800 Sept Total 9.0 71.1 •« C- l>- I^- c- =3 VO \X) vO vo ■X. LU OA 0) Z O rH iH rH r^ rH H •«t •< CD ' "—^ ^ — ^ O o Q H o o o rH UJ X Q •H o o o •H 1— LU c^ 05 OO ON vX> ce «t (— •> > *\ •\ v^ > Z 1— r^ 0) 01 (U (U Jl^ 0) — — >H >H :>< >H >H >-i —I Q£ CO d. ■-l >-f >^ >H >> >^ UJ LU 19 ae CC O. o o uu rH o^ g ^ o o o % w CO w o -^« o H 00 O O iH UJ z u> t o •H > o on on •H > UJ 1- CM H ^ CVI <; OS o z LU _l -P -P S o o 1 0£ a: O LO UJ LU CM C9 O o LU z o co o o o LTN o 1 o 1 o IXN 1 1 1 LTN 1 C\J CVI C\i ^ u •H 0) •H o w 5-1 > to > •H ^^ LU PC S-, C 0) Z to •< c 10 J-- QJ z o 0) cu 0) K CO •-' K CO •H s G o P-' c~ 'C ^ ^ o -p 40 c ^ cd ^ S-, c3 >. H ;>= o fn q: >~< OJ p^. C' K 1^ >3 ■o 1 1 _ o o a. c o • ^ • ♦J ,^-H lA i. 1 u in a> C4 L. •^ Ol C4 <0 o c >♦- o o N ^^ 0) (0 O a> c k. s,.^ .— ■o (0 a> •u k. o •*J M — o 3 k. a. k. o a> k. > o o > I. <0 0) (1> «) ^— CJ — o k. (0 — o k. <— 1 pp. OOLOCAH RESERVOIR 1. Poservoir description . - The pro.iect in located on the Verdip^ris River about 1.5 miles coutheast of Oologah and 25 miles northeast of Tulsa, OV-.lahoma. The reservoir is located in an area that has limited scenic values. The valley is characterized by a pronoimced bluff along the west margin from which the plain is an open grassland for many miiles, Along the left bank and extending eastward for many miles, the valley has a very broad, gentle rlope. The lake will have on ultimate conser- vation pool with a top elevation of 63B.O and a bottom of 592.0, indi- cating a possible drawdown of U6 feet. The project has approximately 53,900 acres of land and water, almost all of which are available for public use. ?., Recreational resoiirces . - Access to the area is provided by U- S. Highway Nos. 60, 66, and I69 and Oklahoma Highway Nos. 28 and 88. Numerous existing county roads and relocations will provide direct access to the reser'/oir. The Verdigris River above the Oologah damsite lies in a region characterised by moderate winters and comparatively long summers. The large areas of shallow water and the extensive, uncleared areas will not encourage speedboat ing or v;aterskiing but it is e:cpected that this vrill attract a heavy use from fishermen. The Oklahoma Department of Wildlife Conservation has licensed 33,000 acres for wildlife management purposes. The zone of visitor influence for the reservoir under the initial development is estiirLated to be within a 50 mile radius of the project. The visitation zone will be substan- tially increased to a I50 mile radius when the ultimate conservation pool is impounded. The estimated population v;ithin a 50 miD.e radius is 566,203. A photo representative of the project is shown below. A-l«' PERTINENT DATA Project Name: Tenkiller District: Tulsa Project Location: State or States: Oklahoma County or Counties: Sequoyah & Cherokee River or Rivers: Illinois Major Highway Access Routes: U.S. 62 & 6k, State 100, 82 & IQA Project Purposes: Flood control & power Year Impoundment Began: 1952 Pool Size: Maximum: Acre Feet 1,230,000 Surface Acres 20,800 Shoreli ne M 11 es Not Available Average Recreation: Surface Acres 12,500 Shorel ine Miles 130 Number of Access Areas: l8 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 19611 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 7.3 10. i+ lk.3 16.6 15.7 1/ Average weekend day of peak month of use. 997 13,680 39 l,i;65,500 1,372,600 l,8i+2,100 1,781,900 1,636,200 Sept Total 9.9 7i*.2 «t t- tr- t^ = vO vD "jS Z ixl ON as 0) > #v Z 1- H rH 5 < m — 0) 0) 0) flj (U _l Q£ >^ t>^ >-< >- >-> Vi Q. O o > M EH ■< O UJ a: O I o o o CO =3 o I lO CM CM I o o w W 10 w w D (U 0) 0) G >-' >' >1 >-' >-■ o o o o c o CTn H C on H •H •P O o o c c I LO, CM o O LPs O Lf\ 1 1 CV 1 o CVi ITS CO u •H Jh O *H i^ > o u fn > 03 0) u Sh P^ IQ •H (U QJ ^1 o w (U W •H > cu ■p o u ^ CS >^. > (U CM i. •^ V \n on CM « 1 k- o «) >*^ > <0 in y 4) c k. «0 t) ••-• A9 M ■- - • ^ ■o (Q 4) T3 k. (U <0 -tJ c o o< <0 — H- 0) X. > o o > u « « 0> •» — a> — ^ E k. 0) o c c ? a> o -o 10 <0 k. « 0) •»-' > <0 — -pf TENXILLER RESERVOIR 1, Reservoir description . - The project is located on the Illinois River about 5 miles northeast of Gore, Oklahoma, 2?. miles southeast of Muskogee, Oklahoma, and Uo miles northwest of Ft. Smith, Arkansas. The terrain in the reservoir area is hilly to semi-mountainous, character- ized by wooded ravines and at many points by steep rock bluffs. V/ith the exception of a few upland pasture tracts, forest covers most of the area. The forest trees, while not of a commercial value, greatly enhance the scenic value of the reservoir. The Government -owned area above the 12,500 acre lake is 18,278 acres, making a total area of 30,778 acres available for recreation. 2. Recreational resoijrces . - Access to the area is provided principally by U. S. Highway Nos. 62 and 6U and Oklahoma State Highway Nos. 82, 100, and lOA. County roads branch off at many points along the principal highways to provide excellent access into all reaches of the lake. The climate of the reservoir area is characterized by moderate winters and comparatively long summers. The reservoir supports one of the most popular and important fisheries from the standpoint of angler use in the state. In addition to the many cottage and home sites on land adjacent to the project, there are five quasi-public groups with organized csunp facilities, five private clubs, and three cottage sites on project land. There are also six guest establishments with rental iinits on project land, The total estimated population within a 100 mile radius is 1,2^0,000, the largest percentage being urban. A photo representative of the project is shown below. A-?0? PERTINENT DATA Project Name: Toronto District: Tulsa Project Location: State or States: Kansas County or Counties: Greenwood & Woodson River or Rivers: Verdigris Major Highway Access Routes: state 105, 96 & 99 Project Purposes: Flood control Year Impoundment Began: i960 Pool Size: Maximum: Acre Feet 195,300 Surface Acres 10,000 Shoreline Miles Not Available Average Recreation: Surface Acres 2,800 Shorel ine Miles 51 Number of Access Areas: 5 Recreation Facilities: Tent and Trailer Spaces: 50 Day Use Areas (Capacity in Recreation Days)'' 3,800 Boat Launch Lanes: 6 Attendance (Recreation Days): 1968 332,000 1967 3^6,600 1966 280,900 1965 326,900 1964 362,100 Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug Sept Total 7.U 10.7 1^.7 20.0 12.6 12.2 77.6 1/ Average weekend day of peak month of use. ■X. UJ 0) > z t- 00 CO o < < — ■< t^ v£) c- I— c<^> J- LTN -p ■P CO o o UJ s s ■o o o en ■< •< _l Q£ — Q. O s. u: V} tn OJ (U 0) •^ >^ >- o is; ■ K o — ». o w UJ — u> 03 1— s. 1 ■X. t- CM UJ o g C£. UJ —1 s O O EH (X. o in UJ LlI CM o o o tsj tn xn m H >-l >H o O LfA CO \r\ c- '^ o J- OvJ t- to (0 0) -l >M 0) 0) iH H ^ ^ 03 rf rH H •H •H d cd > > < < ■P -P o O ^ ^ o \r\ O Lf> ITN ir\ OJ LTv CJ CM 1 1 1 m O LlA o o (M CO 03 u 05 Ph •H pv, ^ o 0) +3 ^1 O ^H -p «s •H t 0) 0) CO Jh to PC >5 0) (U >. +^ to K ■TJ -p c 5 > ■■3 o -p •H (D c •H K pn c o O o to rH c to 'O ;^ 0} -§ H •H o o fxq fc •-:) :2 :s « o V ir> L. 1 u lA v CM 1. o t/> Ol CM (0 1 k. O 0> «ta^ > (0 a> c >♦- o o N _^ a> M u a> c L. « u ♦* « m - ' •^ ■o ■o k. o <0 « c u Ol o o > u « 9 » «0 >- V — k. E u (A O a> >♦- -H o c c 3 a> O -o in M k. <0 a> ♦J > <0 — o k. A-20G TORONTO RESERVOIR 1. Reservoir description . - The project is located on the Verdigris River about k miles south of Toronto, Kansas. The Verdigris River Valley is composed of a deep cut river with flat bottom lands that are moderately wooded along the stream and its tributaries. The valley margins are gently rolling hills, except at the deun where there are distinct bluffs on the east side with exposed rock ledges. The lake has a possible fluctuation of 3^.0 feet between the bottom of the conservation pool at elevation 897.0 and the top of the flood control pool at elevation 931.0. The project comprises approximately 8,623 acres of land and water, all available for recreation. 2. Recreational resources . - Access to the area is provided by Kansas State Highways 96 and 99* Direct access to the reservoir is provided by State Highway 105 and numerous county roads. The project supports one of the areas most important and popular fisheries from the stand- point of angler use. The Kansas State Park and Resources Authority has been granted a lease to l,86o acres of land for park purposes. The Kansas Forestry, Fish and Game Commission is managing approximately U,366 acres of land for wildlife management purposes. The management area is open for public hunting. Visitors to the project come princi- pally from the large population centers of V/ichita, Independence, Emporia, and Topeka. The smaller towns and rural population within a 25 mile radius contribute to the day use of the reservoir. A photo representative of the project is shown below. .on' PERTINENT DATA Project Name: wister District: Tulsa Project Location: State or States: Oklahoma County or Counties: LeFlore R i ve r or R I ve rs : Poteau Major Highway Access Routes: U.S. 271, 270 & 59 Project Purposes: Flood control Year Impoundment Began: 19^9 Pool Size: Maximum: Acre Feet it30,000 Surface Acres 23,000 Shoreline Miles Not Available Average Recreation: Surface Acres U,000 Shorel ine Miles 115 Number of Access Areas: 6 Recreat i on Fac i 1 i t i es : Tent and Trailer Spaces: Day Use Areas (Capacity in Recreation Days)'' Boat Launch Lanes: Attendance (Recreation Days): 1968 1967 1966 1965 1961^ Percent Annual Attendance During Peak Months of Use: Mar Apr May June July Aug 8.6 11.9 12. U 11.0 11.5 1/ Average weekend day of peak month of use. j\-2Q9 90 2,850 8 687,200 565,700 613,100 U8U,6oo U90,900 Sept Total 9.9 65.3 < t- c- =3 ^ LtJ ^ 0) § z o fH H H ■< z V- ^ ^ **•— ' ■< a ^ a iH uj 2: •H (— UJ CO ^ \0 ^ 1— M > 0\ z t— H < £y — -• 09 _l Q. <£ LU OS LI. ■< _ O O O OS o LU cs o o o in I ir> CM If) CM I o o CO CO CO w 0) 0) V >M >^ >^ CO a; PS I 00 o On ltn ^ l/^ \r\ m 1 1 1 if> in ITv CO OJ OJ <0 (1> in k. 1 10 0) CM 1. «. 0) 10 01 CM n 1 I. V ^^if > « c I. ■0 u 0) (0 ■fJ (0 V c 01 <0 — *- CO u a> 3 ■0 CO .^ c c ^ a> ••-' w — 0) J k. a. k. 9> 0) u > ■^ «> k. I. H- > k. CO 0) 0> (0 ^— 4) — I. E k. (0 0) «♦- -4-> C c 5 V T3 j: M <0 k. A9 0) ••-' > <0 — k. A-210 WTSTrT! RESERVOIR 1. Reservoir description . - Wistcr Reservoir is located on the Poten.u River about ? mLlcs south of Wister, Oklahona, and h'J miles southwest ol" Fort Smith, Arkansas. The region in which Wister Reservoir area is located is characterized by a bosin that is generally noxintainous with valley slopes that are steep and rocky. The lake bed varies from flat to rolling bottom lands. Top of the conservation pool is at elevation Uyi.o and the top of the flood control pool is at elevation 50?. S, resulting in a possible fluctuation of 30.9 feet. The project comprises an area of 39 j 170 acres of land and water most of which are available for recreation. 2. Recreational resources . - Access to the area is provided by U. S. Highways 59} 270, and 271. Highway 270 crosses the dam. Supplementing the main highways is a fairly complete network of county and local roads. Public use facilities developed by the Corps were turned over to the Oklahoma State Park Department, by lease agreement, for operation, maintenance, and future development. The State Park consists of 3,0Uq acres. The Oklahoma Department of Wildlife Conservation is developing and managing 17^996 acres of project lands and waters for game management purposes. All types of water-oriented activities are allowed. The principal region served by the reservoir is largely rural and scattered with the towns being small and usually with only a few hundred inhabitants. The estimated population within a 35 mile radius of the project is 138,000. A photo representative of the project is shown below. A-211 TECHNICAL REPORT No. 2 OCTOBER 1969 PLAN FORMULATION AND EVALUATION STUDIES-RECREATION estimating initial reservoir recreation use APPENDIX B PER CAPITA USE RATES PER CAPITA USE RATES List of Projects District Fort Worth Project Page No. Little Rock Nashville Portland Be it on B-5 Benbrook B-7 Canyon B-9 Dam B B-11 Garza-Little Elm B-13 Grapevine B-15 Hords Creek B-17 Lavon B-19 Navarro Mills B-21 Proctor B-23 San Angelo B-25 Whitney B-27 Beaver B-29 Bull Shoals B-31 Greers Ferry B-33 Norfolk B-35 Table Rock B-37 Center Hill B-39 Cheatham B-41 Dale Hollow B-43 Lake Cumberland B-45 Old Hickory B-47 Cottage Grove B-49 Detroit B-51 Dorena B-53 Fern Ridge B-5 5 Hills Creek B-57 Lookout Point B-59 The Dalles B-61 District Sacramento Project Page No. Savannah Tulsa Black Butte B-63 Englebright B-65 Isabella B-67 New Hogan B-69 Pine Flat B-71 Success B-73 Terminus B-75 Clark Hill B-7 7 Hartwell B-79 Canton B-81 Denison B-83 Eufaula B-85 Fall River B-87 Fort Gibson B-89 Fort Supply B-9] Great Salt Plains B-93 Heyburn B-95 Hulah B-97 Keystone B-99 Oologah B-101 Tenkiller B-I03 Toronto B-105 Wister B-I07 B-3 PER CAPITA USE RATES List of Projects District Fort Worth Project Page No. Little Rock Nashville Portland Belton B-5 Benbrook B-7 Canyon B-9 DaniB B-11 Garza-Little Elm B-13 Grapevine B-15 Hords Creek B-17 Lavon B-19 Navarro Mills B-21 Proctor B-23 San Angelo B-25 Whitney B-27 Beaver B-29 Bull Shoals B-31 Greers Ferry B-33 Norfolk B-35 Table Rock B-37 Center Hill B-39 Cheatham B-41 Dale Hollow B-43 Lake Cumberland B-45 Old Hickory B-47 Cottage Grove B-49 Detroit B-51 Dorena B-53 Fern Ridge B-5 5 Hills Creek B-5 7 Lookout Point B-59 The Dalles B-61 District Sacramento Project Page No. Savannah Tulsa Black Butte B-63 Englebright B-65 Isabella B-67 New Hogan B-69 Pine Flat B-71 Success B-73 Terminus B-75 Clark Hill B-7 7 Hartwell B-79 Canton B-81 Denison B-83 Eufaula B-85 Fall River B-87 Fort Gibson B-89 Fort Supply B-91 Great Salt Plains B-93 Hey burn B-95 Hulah B-97 Keystone B-99 Oologah B-101 Tenkiller B-103 Toronto B-105 Wister B-107 LU en -> UJ o 1— a: < a. Ul q: 00 => UJ 00 < X 3 (D 3= o t— o ■" ii: z I. -1 UJ z ^ < 1 ^ ::^ Ij a K (0 ^ LLJ UJ n q: -J -1 o CJ < 5 _l ^ o O O ir> Ci ^ < r^ r~- o p^ 00 o 3 n A ., ■^ a. sO C\J rl-- u:^ uTs f^'L r-^ :^ vT) -^ --J- •« J- ur- CM ^^ o^ K u ^ a. •« < ae c C-'J r- '-■ ^ o ae *rt rH ^"' c-J .-1 a. „ p^ o* o _ tM m at L ^ ^ tl 1 1 I I I I I I I I I 11 I ' M l I I I ' I I 3i»!i 3Sn VildV3 a3d E A T 1 N C T tr o m 1 g a 1 E S - R E C R 1 A L P R J £ N USE JSE rate: 968 IMATE ESTIMATE UATION : o o o o o o o o o o O ir> iH Lf> rT' i~ e r a M|j ! M L.. , 1 1 ; 1 in ' i 1 1 1 i -j ^ j i ! 1 : ftj- 1- i 1 1 i N ! ill 1 1 ILIj^J J _J.ij. J. i_ 1 n it IT i I ! 1 M 1 1 ! 1 tt ' LU__L ' i ' ' ; M ff 1 j i 1 ~W 1 i 1 1 ■ 1 ! = i 1 1 i 1 1 1 1 ! \\ i 1 |i ! ! j ■IT 1 i i ■ 1 '" ■ M i 1 1 ^...:: . . 1 ii j: .--. 1 i'^i 1 I 1 ! 1 ' } . i i j i 1 s I i i ll ^ ■■;'■■ .Li. ,.] , ..... 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(0 < 0> - Ui o 1- cc < UJ Q. ^w o o O o ^-, o t; o o o o o O o o r*v :t ^ r^ sO CO o d n" rJ r— J- CO o fH ^ <^ (.N zJ- ur\ lo -r r — a. rH r-5 ^ ^ I- ^ rH z^ ^ so ffl ■a o r-l (N r^ 1 — Csj -f 1^ x^ r— CO CM o vO o •« o- ■< t" ' m li~N rjN cc rTN u> < QC . . 1 »i *^ LU CN -^ '^ 1 w UJ 3 C.i fH V Q. rH O - ^ M - . >o ^ « (J) o z - !2 at ^ ^ 3iVM 3sn viidvo a3d 171 '^ -^ UJ (- < 00 < z in 3 ►- o ►- < 1 < 1- CD UJ Q. (0 o (X < - O t- q: •< cr. z Q. CO O UJ vO O^ LU — lO ^. ^ <-> o o O O O o ■^ a. o o o o o o O o r— <.NJ CO o CN o o 3- CM r* =1- ri- r(" 3- rH ir^- ^N J- ^ H t— UJ CN rr- n-> 00 n^ 1 — ^ « a. < rf- CO CN 11^ :^ :i- d- ! c_> o H a- o H n- o » QC V» ^o LO (^ CM -H " S **" «> r^ o _ fM ro ^1 ^ ^ "n — TT ■(■{■■H-|--rHtri tn- iliii ._i44.,.„.l- ttt^ H II I I I I ■ I ' I I ' l U I I I ' I I 3i»« 3sn viidVD a3d U_90 lU CO -, UJ O 1- (X < a. UJ q: _j ^ UJ cu < z CO Ci) •- o ■"■ z t- < 1 (- CD UJ Q. <0 o a < O 1- tr ■< CC r UJ Q. '^^ o O O O o o o O 2 •< o O O O o. o o o ir- ir> .-t Csl CO o d ■^ ft. i-^ O CN vO o zs- CM ^ o a. H H H p^ a~ uTN o o ^ rH rr> r^ ^ tTN r^ ^ CM Csl H tN c^ w •— UJ rt~ r— .-r- fT- ::J- rr- (H f> ^ a- ■< < ac :J- CN r^ r^ 3- O r^ ur Z r— ^i O O rf ^^ CM r; ^ o „ , , „ , 2 o C-J '■£- -j- OJ ^ a. 04 H 3e If) to r^ OO o _ f-» fNi ,.J ^ ^ -t+ii ^- |ii|! iir I I I I I I M I I I I I I I 1 1 I I I I 3iva 3sn »iidvo ))3d :^-3i ^- (D O o O O o o o * ^ ^E O c> o o o o Mo CO J- CM CO CO OS o a. H rn ri- CO on r^ (N rr rr- ^ < f^ r — rr' ce) zt tJN CM w <.M o H CN r— a^ .H rH ^ a. ■J- W o - ^ M - . •£> r^ iTA USE rate: >6 - 1968 TTLE ROCK RFORK LEGEND RVEY ESTIMATE GRESSION ESTIMATE SSION EQUATION : 22489-. 886016 x ' = . 99 2 ■< o a. o o o o o o o o o o o o o o r~ ;^ a- -o ir> CO (X) ON iir> r- H d- rH .H C> :*■ iH < X a. 2 i X o o i 1 o Ul r— CO CO If co CO H CO ff" r— 00 =»- r^ vo J- CO =3- O rr- ir> rH ir- lo O rr' CM "^D Lr> .H PLAN FORMULATIO ESTIMATING RECR PER CAF 196 DISTRICT: I PROJECT: NC O SU RE REGRE r2 OS r-- rr> rH o - es m :*■ ir> »0 r-w oo o> •=* " Z ~ !2 « I 1 i ! i 1 j ' \\: \ ! !j ' I 1 : -' ^1 i ;: i ! \ 1 : i 1! i |! i i 1 ! 1 ! 1 i \ 1 I I i i I ' i i i i I N i r'' 9 i |i t ': .Uj ILn 1 i 1 1 ' h ^ ' ■■' { \ ' ' i ' 1 1 i i 'li j || 1; -• !; i 1 I "^ 1 T" n" 1 1 L,..U|.-j..^ 1 1 ■ 1 1 ' 1 1 !i 1 1 f^ i ! i ! , i 1 iij! ! i 1 i ; 1 1 j ' i j ! 'T^t ! ' 1 j-i i ' 1 , i - \ 1 1 ■ 1 ■ , - ■ 1 . I . ■ . 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(0 e) o < O) O t- a: •«x (T X t- Ul ^« o o O O o o o O O O o o o o o O O o o o O O o o o o 2 ■< $ J- o o 00 (X) ON H ON ITNOO ITN ITN NO ^- .-■ CNJ ITn rl- O^^Ii ON H :± zj- CM ON ■o H (.M IM ^ On r- o n^ r- M OJ CM ^ o ^ o Csi rH vO o o H -o ^ ^ (— CM CN o H ir\ ITN ON If ITN rr- H rr~- r" ^ (1 :± CO r^ o ON (.M NO On ir> rf" ;nj M s o ir '~" H ON rr- -o o^ H O o o O O ^ QC V> .- n-- H H o or o - cr> '^ "" MJ r^ 00 m o - - ^ ^ ^ 1 1 I I ' I I I ' II 1 1 I r I I I 3iV!l 3Sn VlldVD !l3d o O tn ir% $ 3 - UJ u, o 1- oc a: ^ Q. UJ OC -J => UJ 00 SURVEY ESTIMATE — REGRESSION ESTIMATE REGRESSION EQUATION ; D (2. 129908-. OO't'527 X "*■' r2 = . 62 o a. O o o o CO C^ tNj O ON r-i 1 1 COO <. c'> P-- ON^^ O CO,!^ ON fH to r- 1 o o t- o CAPITA L 1966-1 : NASHVILL CENTER h L E G E N ■a Z ■< o a. cr. zf lo CT a ---1 o ON r^ CN o r- cr^ rH J- f" . O n'"> I:^ O R MU L 1 M A T R 'ER STRICT OJECT: = Ex X - ^ ,. * --- QO o>? = -:? $ s 1 : ! 1 1 -- -I ! n ■ 1 1 i 1 1 1 , .Hi i I ■'■■ 1 1 1 " ... ,i_. 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I Mil UJ-LJ. lilil iiiii! -Ui ■r+t' -(■■■i-t .^. 1 1 i I i n ' i I i — I if i I ) I i| 1 I I I M i l I i I ' I I i ' — i I I i I I i ' I ' I ' I i 1 1 I I ' I / ' I 3iVi) 3Sn »ild»0 iJ3d '—43 o tr\ m o a. » o UJ 1 A L P R J E N USE JSE rate; 968 LE "tPERLANO SURVEY ESTIMATE — REGRESSION ESTIMATE REGRESSION EQUATION : r2 = . o o o o o o o o o ir^ O CM c O O :J- CO J ^o vo r-- IT" o -*" JT r^ r- CN r-~ r- If o o CO =r CO CO C30 r- o- =r rH o c> o . • • o CT^ t> 1— w CT- rH (.-.J H o o h- O Z t- — < o a: — UJ CAPITA L 1966 - 1 : NASHV 1 L LAKE CU L E G E H > a. < si a. < ) RMU L 1 M A T R >ER STRICT OJECT: O - c. — *C f^ OD ^ o — X UJ s 1 i 1 1 1 i 1 1 1 1 ~ i 1 1 1 1 M R i 1 1 1 i ■ 1 1 1 T i 1 i ' a ! i 1 ■" i 1 ! 1 i i i [ ! I r" T I f( i 1 I 1 ! i I t 1 ! 1 i i i '■ 1 i i i ; 1 1 i i ; : i i j i i 1 i j 1 1 1 i 1 T 'M 1 1 1 ' ^ i ! ' : \ 1 1 I ! j i 1 ! I ! i i i 1 iil . i. 1 .1. i i ! j 1 . i j i i i ! < i i ' U 11 ^-L 1 1 ] 1 I " 1 1 i 1 1 h 1 IT ^ M i! i ! i 1 c 1 1 1 ! \ i 1 i i 1 i i ! r ■" T"* ■'" 1 i o 1 i j 1 i i l 1 i 1 i 1 i i 1 ■IH ' 1 ! 1 i r 1 1 1 k i I i 1 1 ! 1 1 1 i T s ... H — -\ i 1 'ii ! j 1 I ! 1 ,|. 1 i- j ! 1 lt- l \ 1 I 1 r ] I i 1 1 i 1 , 1 ■ ... . 1 1 \ r'"" " ** 1 1 1 i J 1 ■■■■■■jTt" ...J. ..1_ I. - ~\ 1 1 ri \ ! I -^ *4. .^ V J U !| -1 ^ r-r4- I t ' i S8 8 S ildVO il3d ?-45 CO < •4 =3 Z UJ 3 CD 0^ ►- O ^ < 1 < 1— CD UJ Q. (0 e) a: < CD - UJ O 1- K ■< a: z UJ a. O ^_, ^, ^, ^^ r_: "1 2 ■< ^ a. Oj '■^„ CO ■'"iCrN o rH r~- f-i CnI r-H rH fH ^ r n; ^n H 1 — r- <: vO 5 — r— rsi iT or,ar ur~ rH c- '^.CO o , , , 2 r:' CO :^ Cs ^ o S? 1* o ~ O - - cn ^ ^ ^ 3i»» 3Sn »il<)»D S3d -^-47 E AT 1 ON C T (n UJ O h- o %\ o o o o o o o o o o o o o 3 3 O -J o ft. » X 1 s 1 E S - 1 A L f H U S f JSE F 968 GROVE URVEY ESTIMATE EGRESSION ESTIMA ESSION EQUATION : 6^0080-1.0550 CO C^J (^ rsl N ST UO 1 N 1 T E A T 1 PITA L 66 - 1 ORTLAND OTTAGE 1 r n r M > 5^ " 5" SI UJ " 2j = a. CO o- H ON ^^ O ON «H =J- Csl o r- ir- OJ IT X) « ■" - uj o "~ « "^ (H o - .. ^ =, u ■> ^ r^ oo <" ° - a PLAN F EST F o S >- o ! I 1 1 ; 1 Ji 1 1 1 1 __J_ '■ ■■ill' ■ i: ! ...1^.4 1 1 i i ' • 1 i i i ! 1 ill i 1 ^ T : ^ j .' ^ m \ 1 1 Ml j 1 ;T~ i ■; . i 1 i "i" '■ 1 ■ i ! i ■ L i \ \ !j <^ i 1 1 1 J ij 1_! . ; ! i 1 i i \- H 1 1 ' '¥ ' 1 ' ■ ' 1 liHM 1 \ i : 1 ' ; ■H- J - i i il! IM 1 1 j ■ i ! 1 , 1 . 1 1 . i ! i 1 1 j Il i - i 1 |-r^-1 ' 1 1 1 i ! i i ' 1 1 i ! 1 , 1 i i ! 1 L-i-4- 4 f--i--,--. i 1 1 I 1 i i ] A ^ \ ; i ■jit' t '"■"'■ 1 1 ^y , * 1 . . -Li. I. "' J "" ! '^' \\ i 1 i i i ^^ 1 i i TT' ' -\ 1 J^ \\ ^H' , .'i 1 . , ■ ' 1 h^j'li'LM \ ! 1 ! 1 mi N i "" Ij " — H-++- %-M — \{\\\ ! ■ \\ \ ] 1 ! ' ; ! ! ■ 3iVil 3Sn ViidVD H3d P-49 EAT 1 OR C T tn •yc 1 E S - R E C R 1 A L P R J E N USE JSE RATE! 968 IHATE ESTIMATE UA T 1 ON : 1.496712 LN 6.000 6,000 10,000 106.000 190,000 700. OOC s STUD 1 N 1 T A T 1 *!' _io a ^ V, o zt ■ 'r- ict i-°= '"^«m'^„ Z. < CM ^^ CO f-H r- CM r- J-cc >- a- r(^ ic~ CN CM c- or , ^ y r- • 0. a. PLAN FGRMULATIOt ESTIMATING R E C R E PER CAP 196 DISTRICT: PO PROJECT: DE RE REGRE r2 ^ 00 a> ° — CM «T i 1 — r — jr I I i j ! 1 i 1 ii 1 1 i ! .._ r i ! 1 ! 1 j i i i : 1 ! i j ^111 fffynf 1 !• ■ i i 1 i i 1 1 i 'Mil i 1 i T X' ,11 i 1 |! 1 ■ i ^. iT 1 1 1 i ! 1 . 1 :. 4 1 ; 1 j 1 i : xL ii ^! i ! 4 1 i 1 1 1 i r 1 , : ! 1 ' IT 1' i 1 .*.. ,,j. I 1 ! \ i ■ i ; 1 1 '' "i ! P ■ • ' ' iJ- 1 . ■ - ii 1 i - 1 i i I :i| 11144... i ! i ; i t 1 Tl'l i 1 j i ! ^i ^^i;:.[ ! jHr: m i 1 i 1 " " "8! / '' ' '' i, ! i 1 1 ,. L 1 1 : . M 1 ' 1 ! :■ 1 1 \ / 1 ! 1 \ \X- 1 i 1 I' ! 1 i "7 1 j !/ i j : i \ \ ! I4 ;! 1 1 1 /:': i 1 1 1 1 4 i- i 71 i • . i ! i ; 1 1 y 1' ' ! ' D 1 _j_ i .-„i. iL '/ ■ [-' ; ■ • t' ■+■■" ; 1 ! 1 i 1 ; ; i "TT-'l Y' ■+'" t ' i 1 "' , A i 1 J 1 •■ \ : ! 1 i r H- 1 i 1 ! 11 i / i r ' L M:].! 1 ' 1 1 1 ;ii.:„„, L "*■" t 1 ■ - . V\ ! I ( I I '1 1 i ' >\^\ n Tit| ^ [ill L 1. Li' i :ixLi^.. . J ^..,4.11 i,,! ! it 1 — f1-l ^■'+-1— [■ [--,■ ' 1 3i»>l 3Sn VildVD 83d B-51 o o tr\ X m o -J 0. o> a T 1, w o (— « a: < ui ?> O 2 ■< a. o o o 00 o o o o o o o o o O o o - = UJ °° 3 SURVEY ESTIMATE — REGRESSIOH ESTIMA REGRESSION EQUATIOH ; p (4. 779422-1. 646 r2 = . 99 O O CO CN H o O t- O — <. ID a: ■X. o — UJ CAPITA L 1966-1 : PORTLANC DOREN A L F G F N •a a. ■< o a. H H '-\ It- CO H rr- LO rr- lr^ rr' CO Csl CM o PLAN FORHUL E S T 1 M A T R PER DISTRICT PROJECT: Y = Ex 1 - ^„, in *o hv . O) O — -- :^ |- 1 ...,.„. -- — r I 1 j! ;| 1 ) ' i 1 \ 1 1 h i 1 j ! i I i — 4f- 1 - i I ; 1 S i 1 1 i 1 'III i 1 \ 1 " I" i — '- 1 ; I ! 1 i 1 i 1 1 1 i ! ■ i ; 1 ! j 1 ! j I M 1 : - s i i ; i ! 1 1 ' ! i . . : \ i ' 1 i 1 +■[ |rr j j ' ii 1 j \ ! ! !■■ i M 1 i i j: j i! i i , I :. ! I i ! \ ' ! 1 ■"■ t 1 1 i 1 1 i i i 1 i ni*n 1 + -H- 1 .... i .^. ' i "' f ■■■■ft- j /^ C 1 1 , [.__ ! •■_ f 1 \ . 1 i W " ) '■■ /\ 1 ; 1 T^ y(- 1 [ 1 .1 ^.J i ' f "' " 1 ! y\ (J) 4- ■f j -j- ~ -i-t --!-- o 1 j ! -^111! ! VsJ 1 1 j_ i L ^ i ^ r-t '• 1 i ! i ill 1 1 1 i i i 1 - .hU.,-^- ni ! ■ 'I -L— H 4 n; 1 ; L-^+4 i — H •tH 1 it'll' I'll ' 1 : r 3iV!) 3Sn »il<)VO a3d E-53 o ■< UJ u tn u, o [- Q. UJ Q^ "^ .. o a. o o o f-H O G O O O O O O o o o o K 0. « O X a- S 2 in « K - : -J =. llJ °° D SURVEY ESTIMATE — REGRESSION ESTIM/ REGRESSION EQUATION r2 = . O Csl sD CN o 1- O — ■< UJ Z U CAPITA L 1966 - 1 PORTLAND FERN Rl D ■a < a: O si PLAN FORMUL E S T 1 M A T R PER DISTRICT PROJECT: < o - -" — -> - o — z t- < 1 t- iS> Q. (0 z (_> < a> UJ O 1- QC Z UJ a. QC O V) ^, o O o o o o ^ o O o o o o O o o o rr o n" a. -H ^ ON ^o :± ^ UJ Cfj ir- CM <7v CN ^ a. < lT- on CNJ ir r> s o , „ , , , 2 n- ^ rH o s Ul a o Cs( " * in *£> " 00 ff> - - -~1 ^ ^ 31V!) 3Sn VildVO S3d n-S7 LU CO ir> o ir' o iH r-i H ^ •a rH r- tH 00 Oi i:^ — ►— ir-' i\ nH O CO vO CM o o C-J MD IT- C\) .H 2 ae CO a • ■ • CO H u cr> t£> N. OO o _ CM ro ae R-59 o o en 1 E S - R E C R 1 A L P R J E N USE JSE rate; 968 IMATE ESTIMATE UATION : o a. o c CO c- o o o o o o o o o o o o o o o o o o o o O Csi Cn rr ir- o O '1 r-H ^ ^^ rH O CNJ CNi o CM O C5 o c o o o o CO CSJ 3- rr c o o o o o J- J- •^ CO O O O m O B ft. ° S i 1 ^1 ^ 1- o z t- — UJ CAPITA L 1966 - 1 : PORTLAND DALLES 1 p r; p H t~ X o (/) O IJJ >- to o >• a: 00 H oc o i j 1 ! 1 1 T 1 I ' 1 1 ■ i ■ 1 j ' ,„,1 j i 9 i 1 1 i 1 ,j, , j j 1 ' ll o :ii ■ - 1 ; j P 1 ' ~1 ] 1 L.,J ... t I 0| 1 i it n| .r'V ^r 4t i - 'L-i 1 ! 1 —tj-'-- ■* 1 i -!■ - ^ ' n "tf ' i 1 I 1 1 f +T^ 1 : i : i . <^ 1 l. rijix' 1 ..4,ll.,l.l_... i 1 i i ; 1 L L(_ ~ i * . ' -f-t- - j ' 1 i \ ' ' ' III 1 ''■ li: : Ni ' 1 , , : ' ■ . - -t-TT---i -Uu, —n •ri-i ■ ^■' 1 nr: 1 1 ''■'■' 3L»!I 3Sn ?ild»0 asd o o tn 1 E S - R E CR 1 A L P R J E H USE JSE rate; 968 TO TTE X UJ CO UJ — O ^ «X 1- ^- I UJ « "-^ O UJ ^ rr- ' "^ OT X '"■' ^ » >- (O o '^ ». QC (/> -XI' M a: CD to ^ -^5 O = o C^ C-' o o a-' n -, a> 1 — H H so H C^ CO sD (TV ^- a. < o X 0. 2 s « - a 1- o 1 UJ ^ITA L 54 - 1 ACRAMEN LACK BL a. < •4 Of O CnI lO O Csl Csl (-- H r" OS so H o (^ rr- OJ r^ J PLAN FORMULATIO ESTIMATING R E C R PER CA( I9( DISTRICT: S PROJECT: B O s R REGR Y - Exp(> R c^ r-\ UJ o - --' ir> to - l iilJi i i i 1 t i .._.,, 1 1 j i-- i 1 i ■ft' i ; 1 1 :|i 1 MM 1 1 1 j i i 1 i 1 1 _ ■ i i --^ i 1 i i 1 j e - _i-4. . i . I i :l 1 h l^l^ /M i ; i , . i , i i _ i -] ^-.-tf.... ! . 1 1 * \ 1 1 A J i '■ 1 Ti r 1 1 / ./. ..IIa. 1 ' ill H 1 1 ■ , i i- 1 . 1 i 1 11 ...M! : J i , „,; L iiJj 1^ / ,. jL- 1 J 1 ' J ■ IHi ....j..,..,. 1 i 1 i ; j ~~T'1 i ... -^ 1 1 1 ._i. «X> , L .^ i 1' i 'i : il - 1 ' i : ; 1 ' p>^ ; I ' 1 i T ^'in III . ill 1 . i 1 I| ' . i c i n-N4 3i»!l 3Sn Vild»0 »3d B-63 a, uj o e) Q: (/) < < I t ^ < O ~ q: UJ — O UTN ^, -1 ^ o t c „■ 1. "1 o r~) < ^ •^' ..^. r» ^-. s? i3- 'JJ (.NJ -f C^) ' " J- ^ (T- o- U) CM J- ■£■ rh tj a. < < ex co o o- O O z u „ , , , o "l (x. t/i w h^ ao Oi o — i.-^ UJ _ _ ^ ^ II I ! I ■ I ' I t m i -A- II !iii|i ; f!!M 3i»a 3sn viidVD a3d B-65 — ■< z in UJ t- < cr LU U> eg 00 CD < I tl ';^ < O "" q: UJ Q. o r> <~> o o o o o ^ o o o iH <~- o H H rr^v^ r- rO O H r^ u* ac tn a. o •H s LU o - CM " - ^ - f^ 00 <. o z ^ ^ 3iva 3sn viid»D *i3d R-67 a. uj CO UJ < 00 < X o Z3 J_ < 1 -* f- ^ UJ a. (0 < en - LU o t- (T < cr t- UJ Q. CO O CO o o o o o o o o ~r— X "* •^ ^ CO o rH CN ij- s = M r-- o rr O H ^ o CM ^ CM LC ITN .H CM r- d- H ^ (2 UJ vO o -H rr; r^ rr) CM r— i^ O c^ o CNJ Ci rr- c\ -1- H ►- CO 3- U^ OJ H o CT u!i a. ur t-H ■ iiJ O INJ - C " - ^ . f^ OO at o - - :; IK ^ ^ 3i»ii 3sn viid»o a3d B-69 o <-> /n *-> 1 A L P R J E N USE JSE rate; 968 TO T D X ut CN ^ ■■ t X « -^ UJ — o rr^ S !2 < "^ — = o a. o rH • o o o f— UT- CM O rf O H r- CO ■ o 1- o — « CAPITA L 1964 - 1 : "j A C R A M E N PINE FLA L E G E N ^ S S ' '^ =■ "" O rH SO » c a. >- (/^ o 'H UJ UJ — ^1 bO a; oc • ac O CM ■a a. < o Vi3 CO O '''"' r- rH rH f^ 00 <;„ O — o "1 ! ,. 1 1 1 ! i ; I j ; 1 ; 1 i 1 . 1 : I 1 . .-(4. . . ; 1 1 1 i. r-.. . 1 : i; 1 ■ 1 -' 1 1 i i i i 1 ! |, s 1 ; 1 ; 1 i ; 1 i : 1 . 1 1 " 1 1 '|. i" ■' i 1 a i ; ( 1 i i : , \ j ■ i ! \ \ i! i !| 1 i 1 i 1 1 i j \ I ! j i i 1 1 1 i .^ ^^ !! 1 : 1 1 1 I ! i -i4» i i i i 1 i : 1 i 1 ' i i J • 1 i 1 i 1 j I ^ ^ .1. -j- 1/ i _tj...^II_. e\:-L jf l!i 1 1,1 1 3 o U / ' w"^ n yfii 1 rt-'- 1 I i i /j-iU- 1 i 1 i L / r Y/^ ' ; ^ : , j 4.. */ !j "• r 1 Mi i , i i i f \ 1 ''i- 1 1 ' "■ ' !^ uL i II Ml ■ ! H-H- 1(1 \' \ ' ' ■ ! ■ !'! i i'r 1 ' 1 1" - 3i»ii 3sn viidVD asd B-71 o ma 3 < UJ < cn 00 13 (75 1 s o UJ < 1- 1 CO :5 o z Q- =3 -• < a> U-) i/l O .. CJ CM r^ ^^ vT) CO :^ a) CM r-i n ■ O o w o •~LJ zt 1 — vO r-~ ►^ a. < -H ^ ^J CM 1 — ir- X r^- CO r— =^ CJ rH t- <-> ae CM H a. H o UJ £ s _ CM m ^ in to r- OD Oi O — ^ <•> ^ ISJ ^ ^ ++-+-• J'- ^.. iU^r. 3i»» 3Sn »ild»0 »3d ^.-73 o tn iTn *-> 1 A I P R J E N USE JSE rate: 968 TO RVEY ESTIMATE GRESSION ESTIMATE SSION EQUATION : 08923-. 010562 X ■"■■ = • 77 '00000 NO CO d- uT' r-- CO CO CM CO CO >H Oi rr- H lO CO IT^ 0^ 1 a. o *- o UJ UJ o * 1 S Z UJ < 1 <: _ „ _ a: '^ r, in < UJ < 0: si a. CO ON Oj CM --.O IT- vO lJ- CO ir- CM CO tH ur- :*- rH f PLAN FORMULATIO ESTIMAT ING R E C R PER CAF I9( DISTRICT: S PROJECT: T O SI RE REGRE Y = Expd. 3 R' CM s - (M po :* KTt e r CM PO >S <; ■■- 1 1 j ! i 1 - T ! I I i 1 i i ii i 1 1 1 i i i f> 1 i i ii H j 1 i 1 ( j i 1 I ; i ^ i ' ! i i .^ i j . 1 i 1 L 1 ; 1 t" T j 1 I \ 1 ! 1 1 i i i , 1 j 1 ! i i 1 , j 1 j 1 j 1 ! 1 1 1 s 1 j ! ! ■ 1 r i , J. L .. 1 1 1 1 1 ll 1 i i i i i . ..4....J. .J 1 1 ! i 1 1 ■ I ; i j 1 j j 1 1 i j j i i_ 1 i i 1 j 1 t n ^ 1 j i r* 1 i i i 1 i [- 1 1 i 1 i i-Hi- 1 [ i 1 i i 1 1 1 1 1 ! I 1 1 i ! - "■■tj r^ I ! ^ i I I y r ^ ! 1 * \ i 1 --.4. ! y 1 i 1 r / frr ! 1 *^ li : I „4., /', T*""'~""7 1 / 1 ■ i 1 / i r 1 4-l~ii- / 1 i i"'"^^ - ♦4h ! j 1 _ ' ,1 t! -i— — H- 1 i 1 i f — h- ■H-i^ : H —1 ... _. .J kr-t 44-f — 1 -ii-W— -t 31»!) 3Sn »ildVO il3d sss : B-75 en oe cc < a. UJ cr 3 LU 00 w -< Z CO =3 o »— o — => •- z t- < 1 •< H (D *■ UJ Q. CO o cr < cn _^ - UJ O _, t- cr Z •« r CC <: x: > <: <: —1 o o o =^ J- o o Ho CO ll"> Lf c O rH ■a <( a: LU •< o c m - ifi >. h- ao O) o = CM - £ ^ ^ ^ H-4 i^ ll t i I ! I ! I — TT 11 I ' hi trii m •-1 I i 4+4fH-. J. i-tt ,^_ lllli tffi i_t- If ■^f r""'T fi. -;...u4-.. 4> f 4..;......)..+. 1 1 1 1 1 1 1 1 I I I ill I i ii I i 1 1 I — I — )■ i< M I I r ' I ' r — ' — 1 1 1 i I I ' I ' r ' I ' — li 1 1 i i ' I i IS : 3i»a 3sn viidVD 83d 1-77 ^. O o 1 ojo OJ Cv 3- CO .-H at 5 2 = a; r- o f^ o ■1 r-l ON Ov ir> H iH M eg ^ ■a -H o rr VO U~^ •^ l-T- CNJ CM o ^J s o CO O ■o r^ 'C UJ QC (rt • • ■ ( • ^ ^' IJTN n" Cvi CM O M W Ui tt — IN rr> 3- in VD r^ oo Ol *-* ~ ig '■' -^ fs( ^ ^ ^ :-iit timi*rt---ti^^'i'T ^-i--p 3iV!) 3Sn Vild*D »3d R-79 t- o — ^ < 1 < 1- CD -^^ o olo o r-> V. I 1 1 — tN* 1 ir-J r- ^Id- cr> o IH rl- CN z^ 1 «■ ' x • ^ _J (>i a , CO O CN r-l ' CM H ^ r^ 1 ITA J- vO f-\ |5 UJ c\ ON r~- J- r— J 1- r i CT- f - l^^ LO -J- ■ 3- ir- "■• o n- lf> rH ^ UJ = a. rH Cf j- CM rH 1 tt 1 ~ «N o * i/l (£> rv 00 o> o - - ^ 3iVl) 3Sn VlldVO S3d }-81 o m o Ui ae UJ 1 A L P R J E M USE JSE rate: 968 SURVEr ESTIMATE — REGRESSION ESTIMATE REGRESSION EQUATION : r2 = . O ^ o o cr- o o o o o O r^ CO rJ- O CO CM O r- CO o d- r— CO f^"- •C IT- 'O ^O CTv O O J- o o r^ CO o o CO CO >~ a. H o ut » S o v> « K - OC UI o v> o t- o — ■< UJ < 1 .. s : t CD ^ ^ - Q- CD - S " O ~ — H^ O. < C_> OC CO ) RHU L 1 M A T R >ER STRICT OJECT: UJ o - -" 3- tr to rv «, 0,0- - OJ CO a. CO UJ S 1 " i -4i i 1 1 1 i 1 i 1 , i i i j t i ! i i i 1 i j i 1 1 j [— ■ . -I jl i i 1 - ! i ! i i 1 i i \ s i 1 1 1 i 1 a 1 ! i ■ i 1 i 1 j j 1 i i ! i .. s 1 1 i i I W 1 t I i !h i ' 1 A I 1 i i i |.l|. i i j i 1 <> 1 i 1 i i ! ; T 1 !■' i j i i i ! 1 ' 1 1 i j i I n T ' i j i i i 1 1 1 C' i i I 1 i i j ! I J , ,... . l-j. i ' ^ 1 1 1 -f- \ I j ' 1 i : 1 i i ! j Tjjrm" 'T . .,„,... ^ i . ... 1 ! ! j i 1 7 P4 jj ' I r '! 1 ; ■ ' i -14- i 1 1 i 1 \ \ \ \ - ! ■ ii 1 , i : ^ — u. i- -fJH — +1 — H ■T— T — t — ' ^4t- T-rM-i 1 3i?» 3Sn »ild»D d3d P=-S3 uj O ac a: a. uj o o flc in < 00 to IZ CD Q. < O cn UJ Q. to =3 =) -I Z UJ « — 3 * ^- o Ci o C C> c> o •H c:> r5 n t ^i ' a J aj t M "^^ vO r- . H ON CM :T ^iJ Q- cr ""11 CO f-' vO fT fTN un It i- u^^ ^ 1^ UJ o-o u: IT r~. (-T- r-^ n- r~- K a. < r- C\J r^ C> zf IM ri CT- c^ S tf aj CT- CM ON J' <^i r~ ^ ►- o a; oo a- ^O t-j iH rH 01 _ c** rr, 3- tn U> »^ CO (T> O — f>J '■* ^ fSJ ^ ^ ^ 3iVS 3Sn VildVO «3d ^-R"^ UJ (A) -. u O 1- a: < UJ a. tr _, Z3 LU O) t^ o •< en q: Ul ^ — Z 3 o 3 >- o — > z « o o X ^ < 1 a: o ^ J^ o UJ t- 0. CD (0 ^ UJ < cn Li_ (rt °^ . «o r^ 00 o z - :: :^ ^ ^ "i- w llUJi 4i-i^t+ i * 44 ii im-ji ^I'tr lIluMl »-a— tt: ti- I nttft .^^-;. 44H- t-j- liM 11!' rr I . I ....iL; I!: i f---'t .44U.U.-I i- iiEL 7+- ■+— 1 .|.,. 1+4- — I i I I ' I I ' I ' M l I I I I 11 1 1 1 1 I I I I I ' M l 1 1 r I I I ' ' 'OOOO O O O o OOOOO Q o o o 3iV!) 3Sn Vild?D S3d ;_P7 UJ r- (O -r r^ C-J r^. ^- '■^J CJ CJ c-^J d. J- CO "' ^- ^ ur ^iJ iTv T o- r- (O f\l r-\ a- ur- a-- fT ■^N ^. ?. £3 n^ rH X UJ o - ^ ,., ' in - - 1 <. e r :; ^ ^ ^ ii ' i!m lirtitnt 4^-^-4^44 : M'l ;.||,.|. . . i- i i M ii ■^Mrr rtitnr'Tl:^' I i • I i i !l -i,;:;i.. ,- •^n:i: ' il!M iiiiu I r t-^ ■ ■ ! I ; ; it. am ---^i-f.... i-f- :.4-J4. ' ~r-t- 1 I M I I I I I M I I I I I I I I I I I I I I I I 3i»a 3sn viidVD !)3d R-f^9 3iV» 3Sn »ildVD 83d F3-91 o nO O (-1 -~a CT^ p^ 00 rr^ o sD H ^ UJ z3- 1.N f— n sO u ON ur> r-\ £■■5 kN r^ ^ o O Lt- sD ^NJ CO s o , , , a , , 2 -H so CN r-^ , -1 ^ it- s UJ ac o ~ CS. m ^ a> VD r^ 00 o> o - - ^ ^ ^ 3i»» 3sn viid?D a3d n_Q? UJ UJ cn Ki -, UJ UJ o h- (K a: < a. UJ q: z < Z UJ CO CO o »— o -^ =9 •- ^ < 1 «I 1- to O (J) o < ^ O _j >— cc X o OH Ul Q. <: Z3 « ^ H CO X U d- d- r-l w a. '~- f-^ r^ 00 01 _ f^ c^ ^ 1 ^ ^ 3J.V8 3Sn ?ild»D a3d R_QR o m ir\ u; O 1— « 0= < ie ? o ^ o CNJ o o o o C^ CNJ r»'> o i£^ O (.^j r- vo r - vo i 1 5 1 o o « - 5 ^ :: INITIAL P E A T 1 N USE PITA USE F 66 - 1968 JLSA JLAH LEGEND URVEY ESTIMATE EGRESSION ESTIMAl ESSION EQUATION : .3S0609-.OC75 2 = .56 ON ic-\ rH r<~ o rH :J- ITN OJ IT" o < o ae CO J- to :d- CN n^ zt- if^ ur- CO ro r— u- -^o rf (''^ o O^ ur- lr^ CO J^ O PLAN FORMULATIO ESTIMATING R E C R PER CA 19 DISTRICT: T PROJECT: H o s R REGR R CM fH o - CM (^ 3- l/l «> f^ CO o> ° r~ = Mi! HI I'^- 1 1 i 1 1 il 1 LI _.....„ l^ij L : 1 i j j --4"- ■ ■ - M [,. j 1 \\ 1 j j ; ! 1 i _ J 1 i ! i „ - ..l.i i i 1 i 1 : 1 1 1 Hill^ ^ 1 1. \ ' i ■ ' ' 1 : 1 il i'l 1 1 1 !;i' i .1 ■j j 1 i j j !:| I 14 ^ 1 ' i i i ! Ml' ' 1 4 . 1 IN |: i i 1 i 1 i 1 I: 1 t i i . \ il i rf 1 i [ I \ r ( 1 i i i ; j j ' ' ' 1 1 ' ! j ; j 1 : 1 1 i i i j i' ' ' 1 i ! i 1 i , iihiililJ I mj ^ 1 1 i — ■- ■ Tii^^^ff^ i — |- i-T r i 1 ; n1! ^ lip ! ,1m 1 ■ i j ^1 i Mil 1 T "^ 1 i / J. ■■■rf T ■ . - I ^_j_-. j \ \ \ /^ 1 ^t(i| iJ-L- i4 j T J_ ^ -j- .. .|,.|..., j_ ; ■ i ,,i...I&iJL i '"iiT-:m 1 i j_ i M ■ r\ ^- i i \ 1 ^T^i : ; ( . 1 ^ ' -^ wif - ■ 1/ ^ ! j 1 ' ' 1 (T'"'! i ' i : j^ 1 1 -L -J-.L ' i i ; i i i 1 ' j ! ii, 1 III u^': :!:i; |l*' ■ 1 . 1 — h-Lh Mi 1 — h- — ' M ( r 1 1 3ivi) 3sn tiidvo a3d B-97 o tr> UJ 1 A L P R J E N USE JSE rate: 968 D SURVEY ESTIMATE — REGRESSION ESTIMATE REGRESSION EQUATION : 3(2.160956-. 053664 X) r2 = . 98 ON 00 CM 0000 CO CN vO CM l£^ CN CO 00 r^ CM CO CO ^ CTv X A. s 1 i \ o >- o — q: CAPITA L 1966 - 1 : TULSA KEYSTONE L E G E N o. •< a. 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M "^ = i 1 1 I UJ M-h \ i ! r*--fh 4-i- — ' ^--r ' -r-1— 4, i: M ' 3i»S 3Sn VildVD a3d ;--io' TECHNICAL REPORT No. 2 OCTOBER 1969 PLAN FORMULATION AND EVALUATION STUDIES-RECREATION estimating initial reservoir recreation use APPENDIX C RECREATION-USE DATA SUMMARIES RECREATION USE DATA SUMMARIES List of Districts District 1966 Page No. C-5 and C-6 District 1964 Page No. Fort Worth Sacramento C-20 1967 C-7 and C-8 1965 C-21 1968 C-9 and C-10 1966 1967 C-22 C-23 Little Rock 1966 1967 C-U C-12 1968 C-24 1968 C-13 Savannah 1966 1967 C-25 C-26 Nashville 1966 1967 C-14 C-15 1968 C-27 1968 C-16 Tulsa 1966 1967 C-28 and C-29 C-30andC-31 Portland 1966 1967 1968 C-17 C-18 C-19 1968 C-32 and C-33 C-3 RECREATION USE DATA SUMMARIES List of Districts District 1966 Page No. C-5 and C-6 District 1964 Page No. Fort Worth Sacramento C-20 1967 C-7 and C-8 1965 C-21 1968 C-9 and C-10 1966 1967 C-22 C-23 Little Rock 1966 1967 C-11 C-12 1968 C-24 1968 C-13 Savannah 1966 1967 C-25 C-26 Nashville 1966 1967 C-14 C-15 1968 C-27 1968 C-16 Tulsa 1966 1967 C-28 and C-29 C-30 and C-31 Portland 1966 1967 1968 C-17 C-18 C-19 1968 C-32 and C-33 C-3 :§ ir I m ■q r VI n o on CO IT CM r~ oi h- ■; ini •^j >; c c ^ CO ■sj • J^ CD en en r-- ■< M i£ in| ra c "3 CC CO ■^ CD u-l ■cr o z 1. in in ool r-~ c\ in in lO en r^ o CD o - u. 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CD CM M- on CO CD CM o"' to CO CM CM — CM — — UJ % ^ r^ CD CM CO CO ,_ CO < 3 — UJ UJ a: 1 < z _J < li. - CO r- CO C^J ■3- 00 in ■=f CO z ^ (M in _ UJ >• < w "^ h- W a. f\r ^ rr CO in ^ in ■* ^ (O CO CM co % f- CT> CM c\ CO on CM CO CD in CD .— O^ U) CvJ UJ a. ^ _i ^- •< CD CD Ol in CO in ■* CD CM cv in » CO »- 3 -3 ii u a. _ q: ■> a n < ll u ^ < - ir ?' T' ^ _ i— Q£ ^ (r (' "' rr c < 1- _ (t u Q. in - h- ■ : T h- C'J ^ — Ll H < h- h- < a. < (/■ CJ (.) ^ 1- CO 7 z ll _ n- rr [1. >- >■ _ tr y cr < Ll. -1 < r c: or h Z2 u c; c; u — Q Ld U- Ll_ U- CJJ X I ^ 1- h- :S 00 C/3 t— to o C-33 Unc lassif led Security Classification DOCUMENT CONTROL DATA R&D (Security dassiticelion ot title, body ot abstract and indexing annotation must be qnfered when the overall report la claaailled 1. ORIGINATING ACTIVITY (Corporate author) Office, Chief of Engineers, ENGCW-PV, Washington, D.C, 20314 Za. REPORT SECURITY CLASSIFICATION Unc lassif ied 26. GROUP 3 REPORT TITLE Plan Formulation and Evaluation Studies - Recreation "ESTIMATING INITIAL RESERVOIR RECREATION USE" 4. DESCRIPTIVE NOTES (Type ot report and Inclusive dales) s. AU THOR(S) CF/rs( name, middle initial, last name) Richard E, Brown Dale A, Crane Charles R. DesJardins Ronald B. Hyra Arthur M. Kinsky 8 REPORT DA TE October 1969 7a. TOTAL NO. OF PAGES 381 76. NO. OF REFS 8a. CONTRACT OR GRANT NO. 6. PROJEC T NO. 9a. ORIGINATOR'S REPORT NUhOBERISI Techincal Report No. 2, 96. OTHER REPORT nois) (Any other nwnbars that may be assisted this report) 10. DISTRIBUTION STATEMENT This document has been approved for public release; its distribution is unlimited . 11. SUPPLEMENTARY NOTES 12. SPONSORING MILI TARY ACTIVITY Office, Chief of Engineers, ENGCW-PV Washington, D.C. 20314 13. ABSTF This report presents methodology for estimating initial recreation use at prospective Corps of Engineers reservoirs. It is the outgrowth of recreation-use studies instituted by the Office of the Chief of Engineers, Washington, D.C. The procedure described utilizes the "most similar project" concept ; i.e . , an existing reservoir this is most comparable in size, operation, and anticipated recreation-use characteristics. Relating recreation-use information from an existing reservoir to a reservoir under study provides the basis for the use estimating technique. The report provides general descriptions, pertinent project information, and recreation-use data for 52 existing Corps reservoirs. It includes detailed discussion and evaluation of a prospective reservoir project and general criteria for selecting a similar project from among those reservoirs included. For illustrative purposes, an example detailing the application of the methodology is furnished. While the method- ology eliminates much of the "guess work" previously associated with estimating the recreation use and benefits for Corps reservoir projects, it it emphasized that it is by no means the "last word" or final solution. There are inherent deficiencies in the method. However, as more recreation-use data are collected and analyzed, it is planned that the technique will be revised and improved. DD FORM 1 NOV 65 1473 REPLACES DD FORM 1473. OBSOLETE FOR ARMY USE. Unc lassif ied Lurin. ( Li^'-ificjiion C-.34 Unc lass i fie d Security Classification KEY WORDS Estimating recreation use Multiple regression analysis Recreation use methodology Recreation use predictions Reservoir recreation recreation LINK » L I ^^ >- B LINK C Unc lassif ied iicurm ( l.issificaii C — 3^. DISTRIBUTION LIST Office OCE (ENGCW-OM) OCE (ENGCW-PV) DDC MRD NCD Rock Island NPD Portland ORD Nashville SAD Savannah SPD Los Angeles San Francisco SWD Fort Worth Little Rock Tulsa WES Director, Bureau of Outdoor Recreation Division of Beaches and Parks, California Department of Parks and Recreation California Water Resources Research Council Department of Agricultural Economics, University of California at Davis Recreation Research and Planning Unit, Michigan State University Director, National Reservoir Research Program Miss J. Greaves, The Countryside Commission, England Water Resources Center Archives, University of California at Berkeley Bureau of Sport Fisheries and Wildlife Dr. Jack L. Knetsch, George Washington University Dr. Steven Smith, Colorado State University California Resources Agency Library Mr. G. D. Taylor, Canadian Department of Indian Affairs and Northern Development, National and Historic Parks Branch Dr. CM. Girtch, University of California at Santa Barbara New York Conservation Department, Division of Water Resources Recreation Policy and Planning Research, University of Illinois Planmetrics, Inc. Mr. William Pond, National Recreation and Park Association No. of Copies 2 2 20 Remarks DE DE DE DE DE DE DE ATTN: Research Center Library r-_'in *PB-720D-27 C '^^P£RMAWWfl?L UNIVERSITY OF ILLIN0I9-URBANA 3 0112 052640031