DOCSLIB.ORG

Some Relations Between Streamflow Characteristics and the Environment in the Delaware River Region

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Some Relations Between Streamflow Characteristics and the Environment in the Delaware River Region Some Relations Between Streamflow Characteristics and the Environment in the Delaware River Region GEOLOGICAL SURVEY PROFESSIONAL PAPER 417-B Some Relations Between Streamflow Characteristics and the Environment in the Delaware River Region By A. G. HELY and F. H. OLMSTED CONTRIBUTIONS TO STREAM-BASIN HYDROLOGY GEOLOGICAL SURVEY PROFESSIONAL PAPER 417-B UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1963 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C., 20402 CONTENTS Page Page Abstract___._______________________________ Bl Streamflow parameters Continued Introduction ___-__-__-__---__-_--_____-__--___-____ 1 Flow-duration characteristics Continued Meteorological and terrestrial environments__--___-_-__ 2 Residual effect of basin size on Qw. ___________ Bll Streamflow parameters____----_____-_____-_-__-_____ 4 Flow-frequency characteristics.___________________ 13 Average annual runoff._-_____-_-____-__-_-_-____ 4 Base-flow characteristics.________________________ 14 Flow-duration characteristics_____________________ 8 Methods of relating base-flow recession curves.. 15 Relations between Qoo and average annual pre­ Relations between base-flow parameters and cipitation. _______________________________ 9 average annual precipitation____-_______-_- 16 Relations between Qw/Qa and average annual Relations between geology and streamflow in a region of precipitation _____________________________ 9 complex geology and relatively uniform precipitation. _ 17 Relations between Qw and average annual dis­ Conclusions ________________________________________ 24 charge_________________________________ 9 References.________________________________________ 25 ILLUSTRATIONS [Plates are in pocket] PLATE 1. Map of Delaware River region showing physiographic units and locations of gaging stations. 2. Generalized map of pre-Quaternary geology of 24 drainage basins in Delaware River region. Page FIGURE 1. Relations between average annual runoff and precipitation.___________ B7 2. Relations for obtaining daily flow at the 90 percent duration point from monthly flow____________-_-_--_______-__-__-__--___-____-___ 8 3. Relations between Qw and average annual precipitation.______________ 10 4. Relations between Qm/Qa and average annual precipitation. ___________ 11 5. Relations between Qw and average discharge._______________________ 12 6. Residual effect of basin size on Q9o_-__-__-_-___--_-__-____---___--- 12 7. Comparison of minimum 7-day flow and <?9o----_--------_----------- 13 8. Relations between minimum 7-day flow and average annual precipita­ tion, _________________________________________________________ 14 9. Diagram showing a method of relating base-flow recession curves. _____ 16 10. Relations between summer runoff from natural storage and average annual precipitation__________________________________________ 17 TABLES TABLE 1. Gaging stations, drainage areas, precipitation and streamflow parameters. B5 2. Physiographic and geologic classifications of 24 drainage basins__-__- 19 3. Physical and hydrological characteristics of geologic units._________ 20 4. Stream density of 19 drainage basins, classified according to geologic units._ _______________________________________________________ 22 5. Land slope of 19 drainage basins, classified according to geologic units.- 22 ni CONTRIBUTIONS TO STREAM-BASIN HYDROLOGY SOME RELATIONS BETWEEN STREAMFLOW CHARACTERISTICS AND THE ENVIRONMENT IN THE DELAWARE RIVER REGION By A. G. HELT and F. H. OLMSTED ABSTRACT of Qm/Qa for each major geologic unit were determined from Streamflow characteristics are determined by a large number streamflow records. From these values and the percentage of of factors of the meteorological and terrestrial environments. area represented by each unit, a ratio for each gaging station Because of lack of quantitative data to describe some of the was computed. Comparison of these computed results with the factors and complex interrelations among them, complete anal­ observed results indicates that nearly all of the variation in the ysis of the relations between streamflow and the various en­ ratio is associated with variation in geology. vironmental factors is impossible. However, certain simplify­ The investigation indicates that the original assumptions are ing assumptions and generalizations made possible a partial correct; average precipitation is the principal meteorological analysis for the Delaware River region. influence and geology is the principal terrestrial influence. To­ For relations involving average runoff or low-flow param­ gether these two factors account for a very large proportion of eters, average annual precipitation was assumed to be the prin­ the variation in average runoff and low-flow characteristics. cipal meteorological factor, and geology (a complex of many factors) was assumed to be the principal terrestrial influence, INTRODUCTION except for that of basin size which was largely eliminated by The quantity and distribution of water in the hy- expression of discharge in terms of unit area. drologic cycle of any region are determined by the me­ As a first approximation, physiographic units were used as a basis for classifying the geology. Relations between flow teorological and terrestrial environments. Many char­ parameters and precipitation are fairly well defined for some acteristics of these environments influence streamflow, physiographic units, but not for those in which the geology and although some of the characteristics can be meas­ varies markedly or the areal variation in average precipitation ured, others can only be described. Interrelations is very small. These relations provide a basis for adjusting the among the characteristics, and changes resulting from flow parameters to reduce or eliminate the effects of areal variations in precipitation and increase their significance in man's activities, add to the difficulty of analysis. As studies of the effects of terrestrial characteristics. a result, for large areas, knowledge of the relations An investigation of the residual effect of basin size (the between streamflow characteristics and environment effect remaining when discharge is expressed in terms of unit tends to be qualitative rather than quantitative. Quan­ area) on relations between flow parameters and average pre­ titative results have been obtained for some relations cipitation indicates that such effect is negligible, except for very large differences in area. but these are limited to small, experimental water­ Parameters that are derived from base-flow recession curves sheds. and are related to a common discharge per unit area have in­ This report presents results of a study of relations herent advantages as indicators of effects of terrestrial char­ between streamflow characteristics, particularly low acteristics of basins, because the.y are independent of areal flows, and the most significant characteristics of the en­ variations in average annual precipitation. Winter base-flow parameters are also practically independent of the effects of vironment. Relations for the entire study area are ex­ evapotranspiration from ground water. However, in many amined first. These must necessarily be based on a parts of the region these advantages are reduced or nullified by highly generalized classification of terrestrial charac­ the difficulties of defining base-flow recession curves, particu­ teristics (physiographic provinces and subprovinces). larly winter curves, with sufficient accuracy. Therefore, a more detailed classification of geology in In the absence of suitable base-flow recession data and a suit­ able basis for adjusting parameters, the ratio of the discharge a part of the area that is characterized by large differ­ equaled or exceeded 90 percent of the time to the average dis­ ences in geology but small differences in average annual charge (Qtt/Qa), or a similar duration parameter, probably is precipitation was made so that a better comparison of the best indicator of the influence of terrestrial character­ geologic characteristics and streamflow could be made. istics, although the ratio may vary somewhat with average Although geology is a complex of many separate fac­ precipitation. In a part of the region where geologic differences are large tors, it was necessary to resort to the simplification of and areal variations in average precipitation are small, values treating geology as a single factor in parts of the study. Bl B2 CONTRIBUTIONS TO STREAM-BASIN HYDROLOGY Because of the many factors that affect streamflow, subf reezing temperatures is a season of relatively high the relations developed are not independent of influ­ runoff. The effect on annual evapotranspiration, which ences not considered in the analysis; they are compa­ ranges from 18 inches in the northern part of the area to rable to first approximations in a multiple correlation. about 27 inches x in the southern part, is more significant. Lack of sufficiently detailed information to complete As streamflow is the residual of precipitation minus the correlation generally precludes much refinement of evapotranspiration (or water loss if underground out­ the first approximations. Nevertheless, the authors be­ flow is significant), the relations between some stream- lieve that the relations developed contribute to better flow parameters and precipitation include effects of understanding of
Load more

Recommended publications
  • Enhancing Multi-Jurisdictional Use and Management of Water Resources for the Delaware River Basin, NY, NJ, PA, and DE December 2008
    Enhancing Multi-jurisdictional Use and Management of Water Resources for the Delaware River Basin, NY, NJ, PA, and DE December 2008 Milford Montague Prepared by: USACE Philadelphia District 1 TABLE OF CONTENTS Multi-jurisdictional Use and Management of Water Resources for the Delaware River Basin, NY, PA, NJ and DE TABLE OF CONTENTS EXECUTIVE SUMMARY. 10-13 1.0 INTRODUCTION 1.1 Study Purpose . ..14 1.2 Study Authority. .14 1.3 Stakeholder Involvement. 14-15 1.4 Study Proposal. 15-16 1.5 Managing Water Resources in the Basin. ..16-17 1.6 Evolution of Objectives. .18 1.7 Study Area . 19-20 2.0 LONG TERM SUFFICIENCY OF WATER SUPPLY THROUGH 2030. ..21-22 2.1 Water Availability Analysis. .22 2.1.1 Basin Delineation. 22-30 2.1.2 Ground Water Availability. 31-36 2.1.3 Surface Water Availability. 37-40 2.1.4 Affects of Climate Variability. .41-42 2.2 Water Demand. 43 2.2.1 Existing Conditions. .43 2.2.2 Forecasting Future Demand . 43-45 2.2.2.1 Methodology Used For Watershed Analysis . 45 2.2.2.1.1 Population Growth. 45-47 2.2.2.1.2 Water Conservation. 48 2.2.3 Results of Water Demand Forecasting and Availability Analysis 49-54 2.2.4 Sensitivity Analysis. 55 2.2.5 Summary of Total Withdrawals and Consumptive Use by Watershed 55-57 2.2.6 River Analysis for Surface Water Withdrawals. 58-59 2.3 Calculating Water Supply Deficits. .60 2.3.1 Water Supply Deficits in Watersheds Identified for Further Study 60-66 2.3.2 Calculating Water Deficiencies for the Delaware, Schuylkill and Lehigh Rivers 67-69 2.3.2.1 Deficiencies in the Year 2003 .
    [Show full text]
  • Section 9.3 Town of Bovina
    SECTION 9.3: TOWN OF BOVINA 9.3 TOWN OF BOVINA This section presents the jurisdictional annex for the Town of Bovina. A.) HAZARD MITIGATION PLAN POINT OF CONTACT Primary Point of Contact Alternate Point of Contact Tina Molé, Town Supervisor 1866 County Hwy. 6 Edward Weber, Highway Superintendent PO Box 6 1580 County Hwy 6, Bovina Center, NY 13740 Bovina Center, NY 13740 607.832.4220 607.832.4302 [email protected] [email protected] B.) TOWN PROFILE The Town of Bovina is located in the eastern central portion of Delaware County. Hamlets within the Town include Bovina and Bovina Center1. The Town covers approximately 42 square miles2. According to the U.S. Census, the 2010 population for the Town was 6333. State Route 28 bisects the southern portion of the Town and connects the Town to other parts of the County1. The relief of the Town of Bovina was formed by glaciers and is characterized by both steep slopes and depressions. The Town is part of the glaciated low plateau section of the Appalachian Plateau Province. The Town of Bovina lies entirely within the Delaware River Basin. Most of the Town drains into the Little Delaware River, which is a tributary to the New York City-owned Cannonsville Reservoir. Small areas in the southern portion of the Town, and along the eastern ridge drain into the Pepacton Reservoir1. Hazard Vulnerabilities in the Town The following section discusses vulnerabilities from high-ranked hazards within the Town of Bovina. Complete profiles of all hazards of concern are included in Section 5 of this Plan.
    [Show full text]
  • Section 5.4.3 Flood Profile
    SECTION 5.4.3: RISK ASSESSMENT – FLOOD 5.4.3 FLOOD This section provides a profile and vulnerability assessment for the flood hazard. HAZARD PROFILE This section provides profile information including description, location, extent, previous occurrences and losses and the probability of future occurrences. Description Floods are one of the most common natural hazards in the U.S. They can develop slowly over a period of days or develop quickly, with disastrous effects that can be local (impacting a neighborhood or community) or regional (affecting entire river basins, coastlines and multiple counties or states) (Federal Emergency Management Agency [FEMA], 2010). Most communities in the U.S. have experienced some kind of flooding, after spring rains, heavy thunderstorms, coastal storms, or winter snow thaws (George Washington University, 2001). Floods are the most frequent and costly natural hazards in New York State in terms of human hardship and economic loss, particularly to communities that lie within flood prone areas or flood plains of a major water source. As defined in the NYS HMP, flooding is a general and temporary condition of partial or complete inundation on normally dry land from the following: Riverine flooding, including overflow from a river channel, flash floods, alluvial fan floods, dam- break floods and ice jam floods; Local drainage or high groundwater levels; Fluctuating lake levels; Coastal flooding; Coastal erosion (NYS HMP 2011) Unusual and rapid accumulation or runoff of surface waters from any source; Mudflows (or mudslides); Collapse or subsidence of land along the shore of a lake or similar body of water caused by erosion, waves or currents of water exceeding anticipated cyclical levels that result in a flood as defined above (Floodsmart.gov, 2012); Sea Level Rise; or Climate Change (USEPA, 2012).
    [Show full text]
  • USACE HEC-Ressim Model May 2011 Revised Report
    Delaware River Basin Flood Analysis Model Reservoir Operations and Streamflow Routing Component February 2010 (Revised May 2011) Approved for Public Release. Distribution Unlimited. PR-73 REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 The public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Department of Defense, Executive Services and Communications Directorate (0704-0188). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ORGANIZATION. 1. REPORT DATE (DD-MM-YYYY) 2. REPORT TYPE 3. DATES COVERED (From - To) February 2010 (Rev May 2011) Project Report 4. TITLE AND SUBTITLE 5a. CONTRACT NUMBER Delaware River Basin Flood Analysis Model Reservoir Operations and Streamflow Routing Component 5b. GRANT NUMBER 5c. PROGRAM ELEMENT NUMBER 6. AUTHOR(S) 5d. PROJECT NUMBER Joan Klipsch, CEIWR-HEC-WMS Marilyn Hurst, CEIWR-HEC-WRS 5e. TASK NUMBER Matthew Fleming, CEIWR-HEC-HHT 5F. WORK UNIT NUMBER 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION REPORT NUMBER US Army Corps of Engineers PR-73 Institute for Water Resources Hydrologic Engineering Center (HEC) 609 Second Street Davis, CA 95616-4687 9.
    [Show full text]
  • Delaware River Basin
    Water Supply/Demand Status Report for the Delaware River Basin September 2005 EXECUTIVE SUMMARY................................................................................................................IV PURPOSE STATEMENT .................................................................................................................. V STUDY LIMITATIONS..................................................................................................................... V REPORT OVERVIEW......................................................................................................................VI I. INTRODUCTION TO THE DELAWARE RIVER BASIN........................................................1 1.1 OVERVIEW OF THE DELAWARE RIVER BASIN ..............................................................................1 II. WATER SUPPLY BACKGROUND AND THE DELAWARE RIVER BASIN COMMISSION (DRBC)......................................................................................................................3 2.1 DEFINITION OF “WATER SUPPLY” ................................................................................................3 2.2 DELAWARE RIVER BASIN COMMISSION .......................................................................................3 2.2.1 The Delaware River Basin Compact....................................................................................3 2.2.2 Rules of Practice and Procedure..........................................................................................3 2.2.3 Water Code............................................................................................................................3
    [Show full text]
  • D3432001.Pdf
    The entire Comprehensive Plan can be accessed using the Table of Contents which follows this cover page. The hot spots on the Table of Contents will take you to the page in this document or to a separate document. The Water Code of the Basin and the list of Dockets which are in the Comprehensive Plan are separate documents because of their size. Compilation of DRBC Comprehensive Plan Table of Contents Section I. Introduction, General Basin Characteristics, and Policies. A. Introduction 1. Codification of Comprehensive Plan 2. Authority 3. Purpose 4. Scope B. General Basin Characteristics C. Policies: Delaware River Basin Water Code (Download File - 592 KB) 1. General Delaware River Basin Policies 2. Conservation, Development, and Utilization of Delaware River Water Resources 3. Water Quality Standards for the Delaware River Basin Section II. Projects A. Proposed Reservoir Projects – Pursuant to Resolution No. 62-4 1. F.E. Walter Modification 2. Prompton Modification 3. Tocks Island B. Existing Reservoir Projects – Pursuant to Resolution No. 62-4 1. Cannonsville Reservoir 2. Beltzville 3. Blue Marsh 4. Tohickon 5. Brandywine 6. Little Schuylkill 7. Lackawaxen 8. Brodhead 9. Green-Dreher 10. Silver Lake 11. Paulins Kill 12. Maurice River Cove i C. Pre-Compact Municipal Water Supply and Waste Disposal Projects – Pursuant to Resolution No. 62-13 Table 1 – Municipal Water Supply Table 2 – Municipal Waste Disposal D. Projects approved by the DRBC pursuant to Sections 3.2 and 13.1 of the Compact (Download File - 180 KB) (List regularly updated as projects are added to Comprehensive Plan, projects listed by docket number) Section III.
    [Show full text]
  • Watershed Description and Characterization
    Section 5 – Watershed Description and Characterization 5.1 REGIONAL SETTING ......................................................................................................... 3 5.2 PHYSIOGRAPHY................................................................................................................ 4 5.3 MORPHOMETRY ............................................................................................................... 4 5.4 CLIMATE.......................................................................................................................... 6 5.4.1 INTRODUCTION ......................................................................................................... 6 5.4.2 GENERAL .................................................................................................................... 6 5.4.3 EFFECTS OF PHYSIOGRAPHY ON THE LOCAL ECONOMY.............................................. 7 5.5 GEOLOGY......................................................................................................................... 7 5.5.1 INTRODUCTION ........................................................................................................... 7 5.5.2 BEDROCK GEOLOGY ................................................................................................... 7 5.5.3 GLACIAL GEOLOGY .................................................................................................... 8 5.5.4 APPLIED GEOLOGY ..................................................................................................
    [Show full text]
  • Flood-Inundation Maps for the West Branch Delaware River, Delhi, New York, 2012
    Prepared in cooperation with the Village of Delhi, New York; the Delaware County Soil and Water Conservation District; and the Delaware County Planning Department Flood-Inundation Maps for the West Branch Delaware River, Delhi, New York, 2012 Pamphlet to accompany Scientific Investigations Map 3216 U.S. Department of the Interior U.S. Geological Survey Cover. Photographs of Delhi, New York, showing flooding along the main stem of the West Branch Delaware River and road overflow from a tributary, Steele Brook (photos by Graydon Dutcher, Delaware County Soil and Water Conservation District). Flood-Inundation Maps for the West Branch Delaware River, Delhi, New York, 2012 By William F. Coon and Brian K. Breaker Prepared in cooperation with the Village of Delhi, New York; the Delaware County Soil and Water Conservation District; and the Delaware County Planning Department Pamphlet to accompany Scientific Investigations Map 3216 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior KEN SALAZAR, Secretary U.S. Geological Survey Marcia K. McNutt, Director U.S. Geological Survey, Reston, Virginia: 2012 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod To order this and other USGS information products, visit http://store.usgs.gov Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S.
    [Show full text]
  • Adopted Delhi Comprehensive Plan 2012 0.Pdf
    T OWN & V ILLAGE OF D ELHI Joint Comprehensive Plan Adopted February 2012 TOWN & VILLAGE OF DELHI, NEW YORK 2012 Comprehensive Plan ACKNOWLEDGEMENTS For the past year, dozens of individuals worked cooperatively to prepare the Town & Village of Delhi’s Comprehensive Plan. Together with the Town and Village residents, farmers and business owners, the following people’s leadership, commitment, energy and enthusiasm made this plan possible. Comprehensive Plan Committee David Truscott – Chairman, Town inside Village Resident Abby Brannen‐Wilson – Vice Chair, Town outside Village Resident, Agriculture Representative Michele DeFreece – Town inside Village Resident, Town Board Representative Peter J. Bracci – Town outside Village Resident, Town Supervisor Faiga Brussel – Town inside Village Resident, Village Planning Board Representative John Nader – Provost, SUNY Delhi Representative Dan Ayres – Town inside Village Resident, O’Connor Hospital Representative John Taylor – Town outside Village Resident, Town Planning Board Representative Gerry Pilgrim – Town inside Village Resident, Village Board Representative Duane Sturdevant – Town inside Village Resident, Delaware National Bank of Delhi Michele Griffin – Village Clerk Nancy Lee – Town Clerk Nicole Franzese – Director, Delaware County Planning Department Kristin Janke Schneider – Town inside Village Resident, Delaware County Planning Department Town Supervisor Peter J. Bracci Town Board Members James Bracci Allan Reed Michele DeFreece Kevin Lee Village Mayor Richard Maxey Village Trustees Gregory
    [Show full text]
  • Getting to Know Your Streams and Stream Program Delaware County, NY
    Getting to Know Your Streams and Stream Program Delaware County, NY Prepared by: Delaware County Soil and Water Conservation District in partnership with New York City Department of Environmental Protection Contact Information: Delaware County Soil and Water Conservation District Stream Management Program 44 West Street, Suite 1 Walton, NY 13856 607-865-5223 Phone 607-865-5335 Fax Staff: Larry Underwood, Executive Director Graydon Dutcher, Stream Program Coordinator Ben Dates, Stream Program Engineer Gale Neale, Stream Program Engineer Jeff Russell, Stream Program Technician Jessica Patterson, Stream Program Technician Mike Coryat, Stream Program Technician Catherine Skalda, Catskill Streams Buffer Initiative Coordinator Jay Dinga, Data Budget Specialist Table of Content Introduction to Streams ........................................................................................... 1 Introduction to Floodplains ...................................................................................... 6 Highway/Public Utility Infrastructure Influence ............................................................. 7 Residential and Commercial Development Influence ..................................................... 9 Agricultural Influence .................................................................................................... 10 Introduction to Riparian Buffer ................................................................................ 11 Healthy Riparian Systems .............................................................................................
    [Show full text]
  • Flood of September 18-19, 2004 in the Upper Delaware River Basin, New York
    In cooperation with the FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD OF SEPTEMBER 18-19, 2004 IN THE UPPER DELAWARE RIVER BASIN, NEW YORK Open-File Report 2005-1166 U.S. Department of the Interior U.S. Geological Survey Cover photo: “Delaware River near Hankins, NY” taken November 17, 2004, by Gary D. Firda, U.S. Geological Survey, Troy, New York. Flood of September 18-19, 2004 in the Upper Delaware River Basin, New York By Lloyd T. Brooks In cooperation with the Federal Emergency Management Agency Open-File Report 2005-1166 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Gale A. Norton, Secretary U.S. Geological Survey Charles G. Groat, Director U.S. Geological Survey, Reston, Virginia: 2005 For additional information about this report write to: U.S. Geological Survey 425 Jordan Road Troy, NY 12180 Email: [email protected] World Wide Web: http://ny.usgs.gov/ For sale by U.S. Geological Survey, Information Services Box 25286, Denver Federal Center Denver, CO 80225 For more information on the USGS – The Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Brooks, L.T., 2005, Flood of September 18-19, 2004 in the Upper Delaware River Basin, New York: U.S.
    [Show full text]
  • Comprehensive Plan Can Be Accessed Using the Table of Contents Which Follows This Cover Page
    The entire Comprehensive Plan can be accessed using the Table of Contents which follows this cover page. The hot spots on the Table of Contents will take you to the page in this document or to a separate document. The Water Code of the Basin and the list of Dockets which are in the Comprehensive Plan are separate documents because of their size. Compilation of DRBC Comprehensive Plan Table of Contents Section I. Introduction, General Basin Characteristics, and Policies. A. Introduction 1. Codification of Comprehensive Plan 2. Authority 3. Purpose 4. Scope B. General Basin Characteristics C. Policies: Delaware River Basin Water Code (Download File - 1,038 KB) 1. General Delaware River Basin Policies 2. Conservation, Development, and Utilization of Delaware River Water Resources 3. Water Quality Standards for the Delaware River Basin Section II. Projects A. Proposed Reservoir Projects – Pursuant to Resolution No. 62-4 1. F.E. Walter Modification 2. Prompton Modification 3. Tocks Island B. Existing Reservoir Projects – Pursuant to Resolution No. 62-4 1. Cannonsville Reservoir 2. Beltzville 3. Blue Marsh 4. Tohickon 5. Brandywine 6. Little Schuylkill 7. Lackawaxen 8. Brodhead 9. Green-Dreher 10. Silver Lake 11. Paulins Kill 12. Maurice River Cove i C. Pre-Compact Municipal Water Supply and Waste Disposal Projects – Pursuant to Resolution No. 62-13 Table 1 – Municipal Water Supply Table 2 – Municipal Waste Disposal D. Projects approved by the DRBC pursuant to Sections 3.2 and 13.1 of the Compact (Download File - 180 KB) (List updated with projects added to Comprehensive Plan as of 2003; projects listed by docket number) Section III.
    [Show full text]