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Recreational Potential of the C@' Christina River pr CZIC C'j L [C 804 "IJ F@ 4" ''1'4 'kj: nj New Castle CountY Delaware GV 191 .42 ielaware Office of Management Budget, and Planning D4 R435 1981 ACKNOWLEDGMENTS David S. Hugg, III, provided necessary guidance from the inception of this project, we thank you for your dedicated interest and professional comments. Special acknowledgment is made to Senator Roger A. Martin who initiated the undertaking of this project. The authors especially wish to thank Bernard L. Dworsky, Darryl Goehring, and Vern Svatos of the Water Resources Agency for New Castle County, for their invaluable assistance in the preparation of the land based recreational analysis and the utilization of the Automated Environmental Resource Information (AERI) system in this study. This study could only have been undertaken with the support of many persons and agencies who provided information, data, and ideas. We wish to thank all of the following for their able assistance: Delaware Office of Managment, Budget, and Planning Stephen Corazza Delaware Department of Natural Resources and Environmental Control Technical Services: Harry Otto Parks and Recreation: Patrick Redden Delaware Department of Transportation Right-of-Way: Edward Slaughter Wayne Epp New Castle County Department of Parks and Recreation Charles D. McCombs, II New Castle County Department of Planning Edward J. O'Donnell John Davis Gretchen R. Fitting Newark Department of Parks and Recreation James F. Hall Wilmington Parks and Recreation Department Kenneth Dodunski Wilmington Planning Department Carol Scott Cityside, Inc. Awes and Priscilla Thompson Don Coats Sally O'Byrne Delaware Nature Education Society Norman Wilder Lorraine Fleming Elena Babig Trout Unlimited Bill Baron Water Resources Center, University of Delaware Toby Tourbier Finally, we appreciate the able assistance of our Secretary, Laura K. Newmarker, who prepared all drafts and the final manuscript. 'William J. Cohen, AICP Frank 1@. Selby, Coordinator of Research Andrew D. zimerman, senior Associate RECREATIONAL 'POTE NTIAL OF THE CHRISTINA RIVER New Castle County, Delaware 1981 Prepared By: William J. Cohen and Associates, Inc. Prepared For: Delaware Office of Management, Budget, and Planning 11 F. COMMERCE NOAA CENTER AVENUE C A L S I. C) N 29405-2413 This document was prepared for the.Delaware Office of Management, Budget, and Planning and was financed in part-through a.Coastal Zone Management Program Development Grant from the Office of r Coastal Zone Management, National Oceanic and AtTwspheric Administration, under provisions of Section 306. of.the Coastal Zone Management Act of 1972 (Public Law 92-583), as amended. P ",Z, co Property of CSC "Cary WILLIAM J. COHEN AND ASSOCIATES, INC. CONSULTANTS FOR PLANNING, GOVERNMENT AFFAIRS, RESEARCH, DESIGN 177 E. DELAWARE AVENUE, NEWARK, DELAWARE 19711 (302) 453-8881 June 1, 1981 Mr. David S. Hugg, III Acting Director Office of Management, Budget, and Planning Townsend Building Dover! DE 19901 Dear Mr. Hugg: I am transmitting to you the final feasibility report relative to the Recreational Potential of the Christina River as commissioned by the Office of Management, Budget, and Planning. We have attempted to take a practical perspective, evaluating the potential for recreational activities on this urban river in New Castle County. We trust that State, County,and Municipal agencies will find this study useful and we further hope that through these efforts the people will find greater recreational opportunities on the Christina. Sincerely yours, William Cohen, AICP WJC: lkn Allialm @henAICP Table of Contents Page LIST OF TABLES iii LIST OF FIGURES iv OVERVIEW I Visual Highlights 2 SEITLEMENT PATTERNS 4 Historic Sites 4 Existing Settlement Patterns 7 PUBLIC LAND OWNERSHIP: CHRISTINA RIVER SHORELINE 8 Existing Public Park and Recreation Areas 18 PLANS AND POLICIES AFFECTING RECREATIONAL USES OF THE CHRISTINA RIVER 20 Regional 20 State 20 County 24 Municipal 26 LEGAL ASPECTS OF PUBLIC RIVER USE 32 Who Owns the Christina 32 State Legislation Directly Affecting Use of Waterways and Shorelines 33 WATER QUALITY 36 PUBLIC ACCESS 43 POTENTIAL RECREATION AREAS 44 Determining Recreation Uses 44 Determining Methods of Analysis 44 Land Based Recreational Use Suitability 46 1. Hiking Suitability 48 2. Nature Observation Suitability 49 3. Picnicking Suitability 50 4. Bicycling Suitability 50 5. Athletics Suitability 52 6. Camping Suitability 52 River Based Recreational Use Suitability 53 1. Swimming 53 2. Fishing 54 3. Canoeing Suitability 58 4. Sailing Suitability 59 5. Small Craft Boating 61 POTENTIAL RECREATIONAL SITES AND USES 62 Composite Recreational Potential 62 Table of Contents continued Page Potential Recreational Sites 64 1. Newport Site 64 2. Churchn*an(s) Road Site 65 3. Christiana By-Pass Sites 65 4. Park Drive Site 66 RECOMMENDATIONS 67 APPENDICES 69 Appendix 1: Shoreline Ownership Inventory 70 Appendix 2: Water Quality Technical Analysis 77 Water Quality Standards 77 Water Quality Assessment 79 SELECTED REFERENCES 85 List of Tables Number Page 1 Historic Sites 5 2 Ownership of Assessed Parcels 8 3 Federally-Owned Land 9 4 State-Owned Land 9 5 County--Oiwned Land 10 6 Municipally-Owned Land 10 7 Total Publicly-Owned Land 11 8 Dedicated Open Space From Record Subdivision Plans 14 9 Public Utility Company Land Ownership 16 10 Existing Park and Recreation Areas 19 11 Rank of Physical Resource Deficits 22 12 Seasonal Water Quality Assessments at Eleven Sampling Stations 38 13 Identified Point Sources of Pollution 40 14 Hiking Suitability Variables 48 15 Nature Observation Suitability Variables 49 16 Picnicking Suitability Variables 50 17 Bicycling Suitability Variables 51 18 Athletics Suitability Variables 52 19 Camping Suitability Variables 53 20 Fish Samples in Christina River 56 21 Navigational Obstructions 60 22 Recreational Use Potential By Activity AreaC 63 A-1 Delaware Water Quality Standards 77 A-2 Water Quality Sampling-winter 81 A-3 Water Quality Sampling-Spring 82 A-4 Water Quality Sampling-Summer 83 A-5 Water Quality Sampling-Autumn 84 List of Figures Follows Number Title Page 1 Historic Sites 6 2 Existing Settlement Patterns 7 3 Public Lands 12 4 Existing Public Access 43 5 Hiking Suitability 48 6 Nature Observation Suitability 49 7 Picnicking Suitability 50 8 Bicycling Suitability 51 9 Athletics Suitability 52 10 Camping Suitability 53 11 Swijming-Fishing Suitability 55 12 Canoeing-Sailing-Boating Suitability 61 13 Composite Recreational Potential 64 iv OVERVIEV The main stern of the Christina River has its headwaters in Pennsylvania, flows into Cecil County, Maryland, and enters Delaware at the State line just north of Newark. The river meanders south through the City of Newark; across 1-95 to Cooch's Bridge at Old Baltimore Pike; i.43 met by two tributaries, Muddy Run and Belltown Run near Salem Church Road; moves northerly and forms Smalley's Pond; runs through the Village of Christiana at Rt. 7; joins with the White Clay Creek at Bread and Cheese Island; flows north-west through the Town of Newport; meets the Brandywine Creek at Wilmington then the Port of Wilmington, and finally terminates at the Delaware River. This waterway covers a total of 30.3 miles in the State of Delaware. In the early spring of 1981, responding to interest expressed in evaluating the recreational potential of this river, the Delaware Office of Management, Budget, and Planning ccnrnissioned a study to be undertaken that would do the following: 1. identify publicly-owned property and access points 2. analyze existing data regarding river characteristics 3. review land use and recreational plans as they relate to recreational development 4. identify potential recreation uses and sites 5. make reccmmendations for potential recreation area designations Furthermore, it was determined at theoutset that the study would focus on potential recreational use capability on existing publicly-owned lands, utilizing existing public access points, thus reducing the need for new land acquisitions. It was also desirable that the study would serve a wider purpose of educating the general public about the recreational potential of the river so that additional opportunities, within easy reach of the States' most populus urban concentrations could be made available. .Over three decades ago, the esteemed Delaware Valley historian, C. A. Weslager wrote: Its quiet, brackish waters are wide and deep enough to permit entrance of ocean-going steamers, but it is truly unpretentious in appearance. There is no city, town, forest, or park at its mouth, and no scenic beauty to arrest the sight-seer and lure him upstream to seek its source. No songs or Epic poems have been written about it, and few outside of its marshy valley recognize it by name. Even those living near its banks today are scarcely aware of the part it played in the I lives of their forebears and the impression it has made on their folkways. On a hopeful note,the information presented in this study will encourage others to seek "its source" and to enjoy the many advantages that this urban river has. In effect then, the forgotten Christina River should be re-discovered. Visual Highlights The River's visual characteristics are varied, depending on where one views its shor es. The following page highlights the changing environment that can be observed along the Christina. Delaware's Forgotten River: The Story of the Christina (Wilmington: eton, Inc., Hambl. 1947), p. -2- V 1. The mouth of the Christina at the Delaware River Ag Visual Highlights The Christina River 4. From Interstate 495 near Newport 2. East 7th Street Park 6. Cooch's Bridge Wilmington near Newark 3. 3rd Street Bridge Wilmington ew as e oun Aww Delaware 1981 5. Smalley's Pond SETTLEMENT PATTERNS Historic Sites The Christina River shoreline includes a number of historically significant buildings and locations. Fort Christina in Wilmington--the landing place of the Swedes in 1638-and the Cooch's Bridge Historic District near Newark, prominent during the Revoluntionary War, are heavily visited by tourists each year. The Christiana Historic District represents on6 of the oldest settlements in the State, dating from 1685. Table 1 provides an inventory of historic sites on the Christina, and they are shown on Figure 1. The locations on the River of Cooch's Bridge, the Village of Christiana and Fort Christina can provide a network for both tourist interest as well as recreational activity in visiting historic sites. -4- Table I HISTORIC SITES Christina River Shoreline National State Number Name Register ownership Inventory Remarks Number MID-LATE EIGHTEENTH CENTURY 1 Andrew Fisher House Yes Private N-263 2 Cooch's Bridge Historic District Yes Private N-190 includes the following: N-1469 Cooch House N-1467 Patterson Hill N-11087 Bayard House/Armstrong House N-1468 Dayett Mill 3 Christiana Pumping Station No Private N-3999 N-1470 Dayett House 4 J., A. Kendall House No Private N-4000 5 Wm. Fox Smalley House No Private N-3998 6 Alexander Foster's Grist Mill NO Private N-193 Demolished-Site only 7 60 Smalley Dam Road No Private N-4032 8 Christiana Historic District Yes Private N-1475 In particular, t1hese two properties are adjacent to the Christina: N-197 John Lewden House N-1475.30 23 Water Street NINETEENTH CENTURY 9 Pennsylvania Railroad Station and Office Yes Private N-3568 Building Table 1, continued National State Number Name Register ownership Inventory Remarks .Number TWh'NTILTH CENTURY 10 Third Street Bridge No State N-1071 SEVENTEENTH CENTURY 11-12 F@ort Christina National State N-338 Historic Landmark Thos. Bird House/John Stalcop Cabin Yes State N-359 Source: Delaware Preservation Checklist (1974) Records, New Castle County Department of Planning FIGURE I HISTORIC SITES THE CHRISTINA RIVER 9 WILMINGTON 10 NEW CASTLE COUNTY 141 CHERRY DELAWARE 495 ISLAND 2 isal 4 N@ . BREAD AND CHEESE ISLAND 295 2 7 SCALE IN FEET 41 0 2000 4000 6000 0000 10000 273 r-jF-W RK 273 LEGEND 4 LOCATIONS OF HISTORIC SITES 896 HISTORIC DISTRICT 7 7 95 % 13 40 SO RCE: NEW CASTLE COUNTY DUEPARTMENT OF PLANNING PREPARED BY WILLIAM J. COHEN A ASSOCIATES, INC. Existing Settlement Patterns The pattern of settleinent contiguous to the Christina River, as in most of New Castle County, has been toward increasing decentralization or "suburbanization" in recent decades. For example, the population of the City of Wilmington, which represented nearly one-third of the County population in 1960 had declined to less than one-fifth of the County population in 1980. The other two incorporated municipalities along the Christina, Newport and Newark, display different trends. The population of Newport has changed little during this period, while the popu- lation of Newark has increased 2h-fold. Much of the growth of the Newark area has been represented by expanding suburban-type housing developments, covering an ever-widening area. This trend is illustrated in Figure 2, Existing Settle- ment Patterns. As shown in Figure 2, the settlement pattern is exceptionally dense north of the Christina, except between Newport and Rt. 273. South of the Christina the densest settlement patterns occur in Newark, along Rt.7, and.in the New Castle area. The concentration of residential subdivisions along the Christina shoreline and vicinity has increased. These subdivisions are situated between Newport and Rt. 896. Approximately 14 residential subdivisions currently exist in this area, nearly all of which represent recent construction. -7- FIGURE 2 EXISTING SETTLEMENT PATTERNS THE CHRISTINA RIVER WIL'IN GT--0N'--- NEW CASTLE COUNTY 141 CHERRY DELAWARE 495 ISLAND 19B1 '2@ i15 BREAD AND CHEESE ISLAND 295 2- 7 SCALE IN FEET 41 273, /0 2000 4000 6000 8000 10000 NEW ARK 273 LEGEND 2 EXISTING SETTLEMENT PATTERNS 0 896 7 95 13 40 SOURCE: NEW CASTLE COUNTY DEPARTMENT OF PLANNING PREPARED By WILLIAM J. COHEN a ASSOCIATES, INC. PUBLIC LAND OWNERSHIP: CHRISTINA RIVER SHORELINE The entire length of the Christina River from the Maryland stateline to the-Delaware River-a total of 30.3 miles--includes a great number of property owners, both private and public. Public ownership is defined for this study as any land area that is contiguous to the Christina River which is owned by any unit of government. The Federal government, State government, New Castle County government, and the municipalities of Newark, Newport, and Wilmington, all own parcels of land abutting the Christina River, under the auspices of various agencies and departments. The tax assessment records for New Castle County provide the names of property owners for all assessed parcels of land. Other land ownership along the Christina River shoreline occurs in the form of State Highway Rights-of-way land. Appendix 1 provides a complete listing of all assessed parcels of land on the Christina River and the owner of each parcel. Table 2 summarizes this information. Figure 3 Public Lands provides a graphic reference and distribution to various ownership levels along the River. Table 2 OWNERSHIP OF ASSESSED PARCELS Christina River Shoreline Total Publicly-Owned Total Publicly-Owned Hundred/City Parcels Parcels Acreage Acreage No. M No. M Wilmington 83 20 (24.1) 724.73 414.28 (57.2) Newport 14 3 (21.4) 58.58 24.12 (41.2) Newark 44 11 (25.0) 262.55 131.25 (50.0) New Castle Hund. 81 12 (14.8) 1175@75 294.88 (25.1) White Clay Cr. Hund. 56 4 (7.1) 2214.29 .43.70 (2.0) Christiana Hund. @9 .3 (33.3) 623.33 165.46 .(26A) Pencader Hund. 17 1 (5.9) 971.64 2.00 (0.21/ TOTAL 304 T4 (17.8) 6030.87' 1075.69 (17.8) Source: Real Estate Atlas of New Castle County, Delaware. (Seventh Edition: 1980) Miami, Florida: Real Estate Data, Inc., and William J. Cohen and Associates, Inc. -8- Tables 3 through 6 document the publicly@owned land according to the individual ownership categories. It should be noted that the only Federally-<xmed land along the Christina River is found in Wilmington; and the only County-owned land is found in New Castle and Christiana Hundreds. Table 3 FEDERALLY-OWNED LAND Christina River Shoreli ne Total Federally-owned Total Federally-Owned Hundred/City Parcels Parcels Acreage Acreage No.- .(%) . No. M Wi lmington 83 3 (3.6) 724.73 164.78 (22.7) Source: Real Estate Atlas of New Castle County,-. Delaware. (Seventh Edition: 1980) R-Ta-mi, Florida: Real Estate Data, Inc., and William J. Cohen and Assoc. Inc. Table 4 STATE-OWNED LAND Christina River Shoreline Total State-Owned Total State-0wned Hundred/City Parcels - Parcels Acreage Acreage No. M No. M Wilmington 83 8 9.6) 724.73 12.93 (1.8) Newport 14 2 (14.3) 58.58 0.50 (0.9) Newark 44 1 (2.3) 262.55 34.29 (13.1) New Castle Hund. 81 7 (8.6) 1175.75 130.11 (11.1) White Clay Cr. Hund. 56 4 (7.1) 2214.29 43.70 (2.0) Pencader Hund. 17 1 (5.9) 971.64 2.00 (0.2) Source: Real Estate Atlas of New Castle County, Delaware. (Seventh Edition: (1980) Miami, Florida: Real Estate Data, Inc., and William J. Cohen and Assoc. Inc. -9- Table 5 COUNTY-OWNED LAND Christina River Shoreline Total County-Owned Total County-Owned Hundred/City Parcels Parcels Acreage Acreage No. M No. M New Castle Hundred 81 5 (6.2) 1175.75 164.77 (14.0) Christiana Hundred 9 3 (33.3) 623.33 165.46 (26.5) Source: Real Estate Atlas of New Castle County, Delaware. (Seventh Edition: (1980) Miami, Florida: Real Estate Data, Inc., and William J. Cohen and Associates, Inc. Table 6 MUNICIPALLY-OWVED LAND Christina River Shoreline Total Municipally-owned Total Municipally-Owned City/Town Parcels Parcels Acreage Parcels No. M No. M Wilmington 83 9 (10.8) 724.73 236.57 (32.6) Newark 44 10 (22.7) 262.55 96.96 (36.9) Newport 14 1 (7.1) 58.58 23.62 (40.3) Source: Real Estate Atlas of New Castle County, Delaware. (Seventh Edition: 1980) Miami, Florida: Real Estate Data, Inc., and William J. Cohen and Associates, Inc. Table 7 accounts for all publicly owned land on the Christina River Shore- line, indicating the relationships anong the various forms of public ownership. _10- Table 7 TOTAL PUBLICLY-OWNED LAND Christina River Shoreline State-Owned County-Owned Municipally-Owned Federally-Owned Hundred/City Publicly-Owned Parcels Parcels Parcels Parcels Parcels No. M No. M NO. M No. M Wilmington 20 8 (40.0) 0 9 (45.0) 3 (15.10) Newport 3 2 (66.7) 0 1 (33.3) 0 - Newark 11 1 (9.1) 0 10 (90.9) 0 - New Castle Hundred 12 7 (58.3) 5 (41.7) NA 0 - White Clay Creek Hund. 4 4 (100.0) 0 NA 0 - Pencader Hundred 1 1 (100.0) 0 NA 0 - Christiana Hundred 3 0 3 (100.0) NA 0 - Total 54 23 (42.6) 8 (14.8) 20 (37.0) 3 (5.6) Source: Real Estate Atlas of New Castle County, Delaware.. (Seventh Edition: 1980) Miami, Florida: Real Estate Data, Inc., and William J. Cohen and Associates, Inc. Table 7 Continued Hundred/City Publicly-Owned State-Owned County-Owned Municipally-Owned Federally-Owned Acreage Acreage Acreage Acreage Acreage No. M No. A%) No. M No. M Wilmington 414.28 12.93 (3.1) 0 236.57 (57.1) 164.78 (39.8) Newport 24.12 0.50 (2.1) 0 23.62 (97.9) 0 - Newark 131.25 34.29 (26.1) 0 96.96 (73.9) 0 - New Castle Hundred 294.88 130.11 (44.1) 164.77 (55.9) NA 0 - White Clay Creek Hund. 43.70 43.70 (100.0) 0 NA 0 - Pencader Hundred 2.00 2.00 (100.0) 0 NA 0 - Christiana Hundred 165.46 0 - 165.46 (100.0) NA 0 - Total 1075.69 223.53 (20.8) 320.23 (30.7) 357.15 (33.2) 164.78 (15.3) Source: Real Estate Atlas of New Castle County, Delaware. (Seventh Edition: 1980) Miami, Florida: Real i@state Data, Inc., and William J. Cohen and Associates, Inc. FIGURE 3 PUBLIC LANDS THE CHRIBTINA RIVER WILMINGTON p NEW CASTLE COUNTY 141 CHERRY DELAWARE 495 ISLAND 2 95 19B1 4 N@. BREAD AND CHEESE ISLAND 295 2 7 SCALE IN FEET 7 273 41 0 20M 4000 6000 8000 ICOQO p Fe Nr=WARK 273 2 LEGEND p FEDERAL LANDS STATE LANDS 896 COUNTY LANDS MUNICIPAL LANDS 95 PARK LAND 13 40 SOURCE: NEW CASTLE COUNTY DEPARTMENT OF PLANNING PREPARED By WILLIAM J. COHEN & ASSOCIATES, INC. In. addition to these identified Darcels, scu@e land abutting. the Christina River is part of the State Highway Right-of-m-Way. Nearly all of this land is found at two locations: at the Delaware Turnpike Interchange at Route 896, and along the south bank of the River north of 1-495 between the WilmingtonCity line and the Town.of Newport. Also included are smaller parcels of land which have been acquired by the State for proposed Newark Beltway and Christiana Bypass Rights- of-Way. State Highway Department Rights-of-Way records provide an indication of the extent of these land holdings. The amount of shoreline acreage may not be precise due to the difficulty of aggregating a number of mall, inmany cases not contiguous parcels. Records indicate that these State Right-of-m-Way lands ccinpr ise approximately 600 acres. Another aspect of Christina River shoreline land ownership is landwhich is part of approved subdivisions that has been dedicated as public open space acc- ording to the Record Subdivision Plans. There are five such subdivisions along the Christina R iver. In addition, one proposed subdivision is in the planning stage and an exploratory sketch plan has been filed with the County Department of Planning, which if approved, would provide another parcel of open space/park- land. Table 8 provides a listing of all dedicated open space in existing and proposed subdivisions in New Castle County as of May 1981. -13- Table 8 DEDICATED OPEN SPACE FROM RECORD SUBDIVISION PLANS May 1981 Christina River Shoreline Subdivision Location Dedicated Remarks Name. Open.Space The Woods White Clay Creek Hund. 46.25 ac. 1.56 a c. private above 100 year flood line; 6.18 ac. public above 100 year flood line; 38.51 ac. public below flood line River's End New Castle Hundred 74.23 ac. 17.06 ac. private 57.17.ac.,public Taylortowne New Castle Hundred 70.23 ac. 4.65 ac. private .6'5.58.ac..public Wellington Woods New Castle Hundred 46..78-ac. Heather Woods Pencader Hundred- 7.53 ac. along Belltown Road Barrett Run* White Clay Creek Hund. 39.8 ac. 31.8 ac. open space 8.0 ac. active park- land Total 284.82 ac. *Proposed Source: New Castle County Department of Planning One additional unique category of land ownership along the Christina shore- line that should be included in this discussion is owned by public utility companies operating within the County and including Delmarva, Artesian Water Company and Wilmington Suburban Water Com pany. Although these land holdings fall within-the -14- domain of privately@owned-land, some of.this land,offers the potential for public recreation, especially if it is contiguous to Public land. Often a utility company will be required to purchase an entire parcel of moderate or substantial size to locate a small substation or other facility. Therefore, the-remainder of the parcel is retained as open space and is not util: ized. Table 9 identifies the parcels and acreage owned by utility companies along the Christina shoreline. Table 9 PUBLIC UTILITY COMPANY LAND ONNERSHIP Christina River Shoreline Parcels Owned By Acreage Owned By Number of Parcels Hundred/City Utility Companies Utility Companies Containing more Than No. M No. (%) 5.0 Acres Wilmington 5 (6.0) 84.20 (11.6) 4 Newport 1 (7.1) 0.20 (0.3) 0 Newark 0 (0.0) 0.0 (0.0) 0 New Castle Hundred 5 (6.2) 67.14 (5.7) 3 White Clay Creek Hund. 3 (5.4) 615.67 (27.8) 3 Christiana Hundred 1 (11.1) 14.32 -(2.3) 1 Pencader Hundred -2 (11.8) 111.19 (11.4) 2 Total 17 (5.6) 892.72 (14.8) 13 Source: Real Estate Atlas of New Castle County, Delaware. (Seventh Edition: 1980) Miami, Florida: Real Estate Data, Inc., and William J. Cohen and Associates, Inc. As shown on Table 9, 13 of the 17 parcels owned by public utility companies include more than 5 acres. The largest such parcel, owned by the Artesian Water Company, contains 515.77 acres. These parcels merit consideration, on a case-by- case basis, relative to public recreational potential. -17- Existin2 Public Park and Recreation Areas There are currently 5 public park and recreation areas along the Christina River. Two of these areas are found in Wilmington, two in Newark, and one at Christiana. The latter, Coventry Ridge/Lewden Green Park is maintained by New Castle County and is by far the largest of the five areas. It is also the most extensively equipped and developed. The two areas in Newark are primarily in their natural condition, with few man-made facilities. The two Wilmington facilities comprise small parcels of land and are also essentially undeveloped. The East 7th Street Park, in fact, consists only of a parking area usedby persons whose boats are launched into the Brandywine Creek or Christina River at that site. The inventory of existing public park and recreation facilities is Provided in Table 10 and these areas are shown on Figure 3. Table 10 EXISTING PARK AND RECREATION AREAS New Castle County, Wilmington, and Newark Park Ownership Acreage Current Facilities and Activities East 7th Street City of Wilmington 6.80 undeveloped--contains a parking area only; Park boat launching into Brandywine Creek Christina Park City of Wilmington 11.19 softball field comfort station (closed) drinking fountain (inoperative) pavillion other- improvements planned (including parking) Coventry Ridge/ New Castle County 164.77 1 softball field Lewden Green Pk. 1 Little League field 2 tennis courts 2 basketball courts playground equipment area swimming pool bath house parking for 30 cars Rittenhouse Pk. City of Newark 52.55 hiking and nature trails picnic tables shelter parking Stream Valley City of Newark 31.89 Undevelopeed--left in a natural state Open Space Sources: New Castle County Department of Parks and Recreation Newark Department of Parks and Recreation Wilmington Department of Parks and Recreation _19- PLANS AND POLICIES AFFECTING RECREATIONAL *USES OF. THE CHRISTINA RIVER A series of planning documents and recreation studies have been reviewed to determine an overall perspective@ for the potential for future recreational use of the Christina River. In addition, the crucial elements of state legislation which would directly affect use of the Christina.River have been reviewed. The pertinent policies and findings are summarized below: Regional 1. National Urban Recreation Study: Philade@Ehia-Wilmington-Trentor@ Area. (1977) Bureau of Outdoor Recreation, U.S. Department of the Interior. This study analyzes the adequacy which present recreation facilities have toward meting recreation needs. The research determined that, "Increases in programs and facilities have rarely kept up with increasing leisure time and interest and concomitant demand for recreation opportunities." 2 Planning officials and recreation directors were interviewed to identify recreation prograns that were desired by their constituents but were not available because of a lack of physical or financial resources. For New Castle County, the greatest activity need which was identified was for motorboating. The study also noted that the amount of open space available for recreation activity was incapable of meeting demand and should therefore be maximized. State 1. Delaware Tomorrow Commision Report. (1976) Two of the policies developed by the Delaware Tomorrcw Commission in recom- mending a statewide plan for growth would have a bearing onfuture land use policies for the Christina River: 2 National Urban Recreation Study-Philadelphia/Wilmington/Trenton i Washington DC: Bureau of Outdoor Recreation, U.S. Department of the Interior. 1977; p. 107. -20- First,'Delaware should continue.protection.of coastaland estuarine areas throughout the State. Second, Delawari should strengthen programs to protect natural and man- made resources. 2. Delaware Coastal-Manageitent Program (CMP). (1,979) Delaware Office of Manage- ment, Budget, and Planning. The CMP offers many general policy guidelines for land use and-resource conservation in coastal and shoreline areas. The CMP Policies for Recreation and Tourism include these two specific guidelines: 1. Government prcmotion of recreation and tourism., particularly in coastal areas, should be based on a study of their costs and benefits to Delaware residents. Recreation and tourist development that results in unnecessary or excessive expenditure of tax dollars for the benefit of a few individualsor groups should be discouraged. 2. Year-round recreational and tourism programs and facilities are 4 encouraged in order to reduce the reliance on summer-time recreation. 3. Delaware Statewide g:SuErehensive Outdoor Recreation Plan.(1979) Department of Natural Resources and Environmental Control. The Statewide Comprehensive Outdoor Recreation Plan (SCORP) identifies the largest physical resource deficits and opportunities for recreation in the City of Wilmington and the remainder of New Castle County. Nearly all of the ident- ified physical resource deficits involve uses which could be a part of land and water recreation development, especially athletics, bicycling, and swimming. Tablell indicates the ten largest physical resource deficits, as identified by SCORP. 3Report of the Delaware Tcmorrow Comission 4- Delaware Coastal Management Program and Final Environmental Impact Statement. Dover, DE: Delaware Office of Management, Budget, and Planning. 1979; p. 5-D-5. -21- Table 1L RANK OF PHYSICAL RESOURCE DEFICITS Wilmington and New Castle County Rank Wilmington New Castle County High 1 scenic driving miles biking trails 2 biking trails scenic driving miles 3 playgrounds playgrounds 4 natural swimming areas swimming pools 5 tennis courts natural swimming areas 6 picnic tables tennis courts 7 football/soccer fields football/soccer fields 8 baseball/softball fields picnic tables 9 swimming pools hunting and gunning areas LOW 10 hiking and nature trails baseball/softball fields Source: Delaware Statewide Comprehensive Outdoor Recreation Plan. (1979) As shown by Table 11, athletics represents a significant portion of the recreational resource deficits. For both Wilmington and New Castle County, four of the ten deficits (tennis courts, playgrounds, baseball/softball fields, and football/soccer fields) are for athletic facilities. 4. Report of the Governor's Task Force on Marine Recreation in Delaware. (1980) A portion of this report is devoted to identifying sites of potential value for marine recreation. The one Christina River site identified in the analysis is the North (right) Bank of the Christina River between the mouth of the Brandy@ wine Creek and the Fort Christina Marina. This stie includes a 6-8 acre parcel owned by the City of Wilmington that has potential for expanded marine facilities or boat launching. According to the Task Force report, public access for -22- fishing and crabbing would be.possible.if the shore-were bulkheaded., The fol- lowing recommendation is formulated:, The site appears wellzuited to public recreation, as it is-in the City and provides access to the Delaware-River. However, city officials are not anxious to develop another park since the city budget is already strained. Officials would prefer to generate sane inccme from the property by leasing portions to concessionaires while still providing public access to the water. An-ideal solution might be to5lease the land for expansion of existing private marina facilities. 5. Critical Areas. (1980) Draft reccmmendatior-8 submittedto the Delaware Office of Management Budget, and Planning. As part of its study of Critical Area in Delaware, the Office of Management, Budget, and Planning (CMBP) has received recommendationsfrom units of local goverment for inclusion as criticalareas. New Castle County has reccnunended major rivers (including the Christina), shorelines, and waterfronts as scarce/ unique. Also naninated were areas:of major tourism value and existing and pot- ential bicycle paths, due to econcmic benefits. The City of Newark has nominated the Christina River Open Floodway (Zoning) District as environmentally sensitive land. This includes the entire length of the waterway within the city limits. The Town of Newport nominated the entire length of the Christina River within its limits. The City of Wilmington nominated the Port of Wilmington, including the Christina River from the Delaware River to the City Line, citing this area as the state's major ccmmercial shipping facility and an area of major public investment. Finally, the Delaware Department of Natural Resources and Environ- mental Control has ncminated the Chr istina.River as a critical area.since-it is used as a drinking water supply source and has social and economic signfican ce. In summation, virtually the entire length of the Christina River has been no-min- ated as.a critical area. 5 Report of the Governor's Task Force on Marine Recreation in Delaware. 1980; p. 29. -23- County 1. The Market for Water-Based Outdoor Recreation Service in New.Castle County, Delaware. (1966) Paul H. Seidenstat University of Delaware Water Resources Center. This study also analyzes the demand for recreation activities and theneed for additional facility development. Projections were developed for participation (annual activity days) in five popular outdooract-ivities through 1980, based upon continuation of the same resource capacity and pricing mechanisms. The projections indicate steadily increasing participation in all activities. Additional projections were developed based upon actual preference patterns, which accounted for participation rates assuming a lower cost to the user, better availability/convenience, etc. These projections were based upon assumed additional demand for outdoor recreation being manifest in out-of-state recre- ation trips. These projections also indicate steadily increasing annual activity days, especially for fishing and swimming. The study formulated this conclusion with respect to recreation supply: with these impressive demand projections even on the basis of present facilities and prices, supply may now be and certainly will in the ne,%t decade be inadequate to meet this demand for pgactically all kinds of outdoor water based recreation activities. 2. New Castle County 1985 Planning District Plans. (1973-1974) New Castle County Department of Planning. The only New Castle County District Planwhich includes a reccnunendation for recreation use of the Christina River shoreline is the Greater-Newark Planning District Plan (1,974). In this Plan, a District Park (defined as 30-75 acres) is proposed for the site southeast of the Amtrack rail line, along Persimmon Run 6 Seidenstat,-Paul H. The Market For Water Based Outdoor Recreation Service in New Castle County, Delaware. Newark, DE: University of Delaware Water Resources Center. 1966; p. 45. -24- in Pencader Hundred and the.City,of Newark. This,proposal was previously proposed in the City's Comprehensive DevelopmentIPlan. 3. Coventry Ridge/Lewden Green Park Master Plan. (1974) New Castle County Department of Planning. This plan encompasses a regional park totalling 154 acres. The Coventry Ridge Section (75 acres) was dedicated as public open space for parkland in the subdivision record plans of four adjacent subdivisions. The Lewden@-Green portion (78.6 acres) was purchased by New Castle County in 1969. Development plans called for full-scaledevelopment in 5 stages, resulting in full public use by 1980. The plans included facilities such as basketball courts, baseball and softball fields, picnicareas, bicycle and pedestrian pathways, play apparatus, a boathouse, senior citizens'areas, landscaping, maintenance and drainage facilities, etc. The first sector, including the former Coventry Swim Club, has been completed. However, according to the New Castle County Department of Parks and Recreation, implementation of the final 4 stages of development has been delayed, pending adequate funding. 4. New Castle County NaturalAreas Study. (1975) Delaware Nature Education Society. One parcel of land encompassing the Christina River was nominated as a natural area in this study. This area, referred to as "Christina Creek Banks and marshes," includes approximately 225 acres, located on both banks of the Christina Creek between Churchman's Road and Route 7. The area is described as, the last remnant of the once extensive Christina marsh system, which, prior to 1915, was one of the most attractive areas for waterfowl in Delaware.. The balance of the area has been lost through filling and constructionf hence that which remains merits a very high priority fIor preservation. Fr7 The area is the 7 Delaware Nature Education Society New Castle County Natural Areas Study, 1975; p. 125. -25- habitat for many species of plant andanimal life;with.air quality described as very good, and water quality described as fairly good but visually unattractive due to turbidity caused by siltationrunoff. The study suggests that that portion of the creek would serve as an ideal canoe'trail. Although launching is dif- ficult, access could be provided at Punchbowl Woods (now the Coventry-Ridge- Lewden-Green Park) or below Churchman's Road Bridge. The study further cautions that future construction in-adjacent areas must be sensitive to marsh destruction. 8 5. New Castle County Bikeway Plan. (1979) New Castle County Department of Planning. One proposed bikeway is included in the New Castle County Bikewwy Plan for the Christina River shoreline area. The route, known as Christina River Trail, was proposed some years pr ior to the Bikeway Plan to follow a sewer right-of- way already established. How6ver, the route was never implemented. It is now included as a Phase 2 planned project and is scheduled for implementation between 1982 and 1986. The route will cover 4.0 miles between Christiana and Airport Road. Part of the route will be a bike path totally separated from motor vehicle traffic. The remainder will be a shared roadway. In addition, other routes included in the Bikeway Plan would intersect the Christina, thereby creating a potential access point for bicyclists. These routes are: 1. Route 7--Christiana Mall to Christiana 2. South College Avenue--Route 4. to 1-95 3. Elkton Road--Maryland State line to Newark.city line 4. Route 273--Christiana bypass 5. Churchman's Road--Route 4 to Route 273 Municipal 1. Cherry Island Urban Design Study. (1969) University of Pennsylvania This study,although done several years ago,presented a series of conceptual plans for:mixed.use development on Cherry Island and the adjacent peninsula of 8Ibid; p. 127. -26- east Wilmington. Develognent,of much.of this area for recreational. activities was a prime consideration. One-set of re ccmmendations: urged the use of land unsuitable for:development as open areas for parklahd, picnic areas, athletic fields, and related activities. Another set of recomendations called for major marina development, including expanding existing facilities for boating and swimming, and developing,on Cherry Island, a complex to include a motel, restaurants, cultural attractions, amusements, and various open space attractions. The design plan stresses the importance of using recreational facilities to serve as an attraction to the area, to encourage new residential development and with the development of proper transportation linkages, to fulfill the needs of area residents, especially inner city residents, for a major recreation area. 2. City of Newark Comprehensive Developme t Plan (1969) Volume II. Kendree:. and Shepherd Planning Consultants. This plan recommends the development of parkland in the southeast portions of the City, in the vicinity of Arbour Park. The City of Newark has already, since the adoption of its Canprehensive Development Plan, assumed control and operation of the Rittenhouse Park area. It was also reccumended that, "vacant floodplain lands on the northwestern edge of the Arbour Park neighborhood be also designated as part of the community park area. The Christina Creek flood- plain can link the two large park areas, forming a substantial city recreation area as well as a land use buffer separating industrial from residential lands."9 3. Urban Route Bicycle System,.Ci@y of Newark. (1973) Newark Planning Depart- ment. None.of.the.proposed.bik6way routes in the City of Newark will'run along 9 .Kendree and.Shepherd Planning Consultants, City of Newark Comprehensive Development Plan. Part,II. 1969; P. D-5. -27- the Christina shoreline. However, one.route.will cross the Christina, providing an access point. That route is.along Barksdale*Road., 4. Riverfront Study for Wilmington, Delaware. (1.977) A. C. Demetriou and Linton.and Co. This study recom mends that a considerab le portion of Wilmington's Christina shoreline be planned for marine recreation uses, greenways, and park- land. The proposed land use plan includes a greenway strip along the north bank of the Christina River to extend frcn the Delaware River westward to the South Market Street Bridge. A greenway strip is also proposed for the south bank of the River from the Amtrack Railroad Bridge at 495. to the Third Street Bridge, to serve as a buffer frcm industrial facilities and to improve the visual attractiveness frcin the north side of the River. Parkland was reconute-nded for the tip of land at the confluence of the Christina River and Brandywine Creek, on the east side of Brandywine Creek, since that portion of land is not suitable for develor-ment. For thepeninsula immediately north and west of the confluence, the plan proposes a mixed use development containing marinas, open space., recreational and incidental retail uses. This development would be designed so as not to infringe upon existing industrial development on the peninsula. 5. Christiana Preservation Plan. (1977) New Castle County Department of Planning. This plan for the Christiana Historic area reccrrmends a set of actions required to retain the historic character of Christiana and prevent further deterioration. Many of theserecommendations; are built around a current plan to divert substantial amounts of traffic from the existing Route 7 through the center of Christiana, onto the proposed Christiana Bypass. Additionally, it is reccmmended that historic'zoning apply to all properties in the area. A state- owned property near the center of the area is targeted as a plaza-po cket park. Finally, a system of walkways and bike paths is advocated, the-bike paths to -28- connect to the proposed Christina River. Trail as proposed in theNew Castle County Bikeway Plan. 6. Redevelopment Potential'6f th6'Delawate'Urban Waterfront. (1979) William J. Cohen and Associates, Inc. This study developed a framework for accomplishing redevelopment.of the waterfront area of four Delaware Communities--Delaware City, New Castle, Newport, and Wilmington. Three of the sites recommended for priority consideration are situated along the Christina River. All three are in Wilmington. The former Wilson Shipbuilding site, on the north bank of the Christina River west of the confluence with the Brandywine Creek is recommended for purchase by the City of Wilmington for redevelopment to include: reuse of the main structure as a cultural facility, gift shop, and restaurant; reconstruction of the existing dock area to accomodate a historic vessel; and a waterfront park connected to Fort Christina Park. Another site at the confluence of the Christina and Brandywine, listed by this study as a priority site, is the 6.8 acre parcel 10 owned by the City. This site was judged to offer great recreation potential if developed in conjunction with the two existing marinas, to include a public launching area and a waterfront park and recreation area. The third site is also located on the north bank of the Christina River east of the Wilson site. This site, which includes 4.9 acres of vacant land is also recommended for acquisition by the City for the possible development of a historic village, a series of small shops, or a restaurant, in conjunction with the overall redeve- lopment effort for the entire peninsula. 7. A Pilot Plan For Wilmington's'In-Tbwn Riverfront. (1979) Wilmington Department of Planning. This plan-indicates that, there-is no practical justification for loThis is the. same site referred to by the Report of the Governor's Task Force on Marine Recreation in Delaware; see page 22. -29- reserving the riverfront principally for industrial.. use or.for continuing the t4 present City policy of excluding residen Lal and ccmmercial uses from theriver- front. Provision should be made for accomodating new uses, including recreational 11 ones, along the waterfront. The plan-also recommends retaining in their current state areas which are industrial in character. Accordingly, most of the Christina shoreline is planned for future industrial development. However, one area designated for commerc ial/recreational use is along the Christina on the peninsula from the confluence with the Brandywine west to Fort Christina Park. Marinas, marine and other recreation-oriented businesses are the uses suggested for this area. 8. Wilmington RUDAT. (1980) American Institute of Architects. The City of Wilmington was the subject of a Regional/Urban Design Assistance Teams (RUDAT) effort, sponsored by the American Insitute of Architects, in 1980. Several of the recommendations concerned the Wilmington riverfront, specifically the Christina. The following recommendations directly affect the Christina Shoreline: 1. Christina River frontage for approximately one block east and west of Market Street should be developed as a waterfront park with promenade and other active and passive uses. A concrete plant immediately across the river could be acquired as part of the same open-space mode, giving lower Market Street a needed gateway image. A warehouse building just west of the proposed park could be developed for restaurant, shopping, or other uses. 2. The area at the southern gateway at Market Street should be left open space. This conceptwill tie in.with.the open vista pedestrian concept of the.River to.River plan. 3. The easterly end of the peninsula formed by-the confluence of the two rivers should be re-zoned open space instead of commercial-industrial. -This space, just north of the - existing marina, would become a park for recreation purposes. 11 'City of Wilmington Planning Department. A Pilot Plan for Wilmington's In-Town Riverfront. 1979; p. 5. -30- 4. A 50-200..foot,wide.green belt easement should be designed and landscaped around as much of the entire peninsula onboth the river banks,as possible, extending@upstream al-2 ng both banks of the Brandywine Creek and Christina River. 9. Project R.01W. (Reclaim'Out Waterfront). (1981) Cityside, Inc. This stady was undertaken by a non7-profit ccrrmunity organization (Cityside, Inc.). The primary effort of the study was an analysis and inventory of all parcels of land in the shoreline areas of Wilmington's waterways to determine historical, environmental, and significant land use aspects of all these parcels. In view of these findings, recommendations are made on how to preserve or develop each land area in conjunction with oiverall waterfront improvement guidelines developed as part of the study. Among the waterfront guidelines are the following: 1. The City should make an effort to clean up trash and offer private property owners the incentive to do the same. 2. Developers should adaptively re-use historic structures and avoid irreversible changes to irreplaceable structures. 3. A system of histqric markers which serve as a self-guided tour should be established. 4. DeveloFment proposals should encourage compatible mixed land uses that will encompass as many people-oriented activities as possible. 5. Establish boundaries for the city-owned waterfront street ends, then improve them for public use and access. 6. Use financial incentives and zoning restrictions to encourage labor- intensive service industries such as those related to tourism, recreation, retail shops, entertainment and leisure." 7. The City should make its wa@Srfront properties and parks clean, attractive, and accessible. 12,, The Rudat Times. " Supplement to News Journal papers. May 1980; p. 6-8. 13 O'Byrne and Thompson. "Project R.O.W.". Wilmington. DE: Cityside, Inc. 1981; Introductory Comments. -31- LEGAL ASPECTS OF PUBLIC.RIVER USE ince the focus of this project is to determine recreational potential, the question of using the River for publicuse must be addressed. The following discussion is therefore presented as an overview of certain1egal and statutory matters that ultimately will have relevan ce to recreation activities on the Christina. Who Owns the Christina? To answer this basic question, Delaware Law provides two perspectives. First, there is the perspective involving ownership of subaqueous lands@. Second, there is the perspective involving control of the water. In reviewing applicable laws, a recent study found that the ownership of 14 subaqueous lands is clearly established under jurisdiction of the S,tate. In Delaware Code Chapter 64 the following is found: Except as otherwise provided in this subchapter, the [Delaware Water and Air Resources] Commission and the Governor shall have exclusive junisdiction, pursuant to this subchapter to convey a fee simple or less interest, to leaseor.grant permits or ease- ments in or over any parts of the public lands of the State lying beneath the waters of the State (including the beach or shore to the mean high water level), and no use of such land shall be undertaken except pursuant to a permit or grant. In addition to the above,the City of Wilmington has previously been granted by the State all rights to subaqueous lands within the municipal boundaries. In 36 Delaware Laws, Chapter 147 the following grant of power appears: An act of the General Assembly (36 Delaware Laws Chapter 147) makes the following provision: section 1. That the Governor of the State of Delaware be and hereby is aut-horized and directed to grant and convey to the 14 A Review'of'Institutional and Legal Aspects of Water Supply Policies in Delaware, Part Two (Dover, Delaware, Department of Natural Resources-and Environ- menta Control, 1979) pp. 18-28. -32- Mayor and Council.of the City of.Wilminqton,@ under.the Great Seal Of, . Delaware, all the right and title of the State of Delaware, in and to all.the land under water within the limits of the said City of Wilmington where said land under water is located in or under any part of navigable streams. The second perspective relative to control of the River (Water) is some- what more vaguely addressed in Delaware Law. The historical legal distinctions that emphasized rights based on ownership of adjacent land (known as riparian rights), or vested rights to divert water from those lands (by prior appropriation) carry little, if any, weight. 15 The waters of the State are protected, regulated and allocated under the jurisdiction of the State of Delaware through the Department of Natural Resources and Environmental Control, as stipulated by 7 Delaware Code Chapters 60-61. The State has control of water allocation either through ownership of the water or as trustee of the resource. The rig hts; of those using the water are use rights rather than property rights. 16 In addition to these State law citations, it should be pointed out that the River and Harbors Acts of 1899 places navigable waterways under the regulatory auspices of the U. S. Army Corps of Engineers. This regulatory po we r would encompass all matters regarding boating, piers, buikheading, and placement of navigational obstructions. However, Federal actions are now subject to a federal- state consistency review procedure as part of the Coastal Management Program. The Christina River has been classified by the Corps of Engineers to be navigable from its mouth in Wilmington to the Route 7 Bridge at Christiana-a total of 16 miles. 17 State Legislation Directly Affecting Use of Waterways and Shorelines While there are many State statutes and regulations that will affect the 15 Ibid.1 p. 27. 16 ibid., 28. 17 U.S. Army Corps of Engineers, "List of Navigable and Non-navigable Water- ways in the Philadelphia District." (1972), p. 2. -33- use of any waterways,the following excei-pts,.pr'ovide,.the.most:relevant to the Christina: a. 7 Delaware Code Chapter 59--Public Recreation on Private Lands. This Chapter relieves private property owners of the duty to guarantee the safety of, and assume responsibility orliability for, any injury to any person using private lands@fpr recreational purposes. The intent of the law was to encourage such use of private lands. b. 29 Delaware Code Chapter 92-State Land Use Planning Act. This law provides for intergovernmental review of land use and planning decisions made by any unit of government in the state when the consequences of such decisions would have "spillover" implications. That is, if a city or town excludes a land use which could have regional benefits, this decisio n would be reviewed at the State level. The State couldthen recommend that the decision be reversed (although a reversal cannot be mandated). Likewise, decisions made by the State are subject to review and comment by units of local government. Economic, social, and environmental impacts are the basis for this intergovernmental -review. C. [Proposed] 7 1Delaware Code Chapter 74--Delaware River Heritage System Act. This proposed legislation would establish a Rivers Heritage System to protect wild, pastoral, recreational, and cultural.rivers and segments. The Act stipulates procedures for surveying, criteria for designation and government 2owers for implementation and conservation measures. d. Wetlands Act. (1972) This Act gives DNREC direct State control over lands between mean -34- low water elevation and 2 feet above local mean high water elevation upon which typical marsh plants grow. The following activities would require a permit from DNREC: dredging, draining, filling, excavation, and construction. A range of impacts must be considered in order for a permit to be conferred. -35- WATER QUALITY Water quality is one of the most important determinants of use potential for a waterway. Several recreational activities depend directly on acceptable water quality, although certain activities require better water quality than others. In general, low water quality will be suitable for boating only, although visual unattractiveness and odors may discourage boaters. With some improvement in water quality, the boating experience will be enhanced and limited fish species will thrive. Higher levels of water quality will permit primary contact recre- ation such as swimming and trout fishing. "The value of water for any single recreational use will depend on a number of quality characteristics . . . . an in crease in the magnitude of one quality characteristic may affect one use favorably while simultaneously affecting an alternative use negatively. Data limitation constraints and complexity suggest the need for using generality in applying water quality standards. Also, it is unclear which water quality variables are appr6pr iate for recreation demand analysis." 18 The State of Delaware Department of Natural Resources and Environmental Control (DNREC) has compiled water quality standards for streams and conducts a continuing testing program to monitor water quality throughout the State. The important findings with respect to the Christina River are summarized in this section. The conplete data presentation and analysis is provided in Appendix 2, "Water Quality Technical Analysis." Recognizing the limitation on water quality data, as no -ted previously, the findings are expressed in qualitative rather than empirical terms. 18 R. K. Turner, "The Recreational Response to.Changes in Water,Quality: A Survey and Critique." International Journal of Environmental Studies. Vol. 11, 1977; pp. 91-98. -36- For purposes of studying water quality, the Christina River is divided into two segments in the Delaware 1980 Water Qualitv Inventory. The Upper Christina segment, above Smalley's Pond ram is the non-tidal portion of the river. The Lower Christina, from Smalley's Pond Dam to the Delaware River is subject to tidal influence. Th e inventory report makes this summary assessment of the Lower Christina: This lower portion of the Christina River can only be considered as fair. The,water quality has improved since 1972, but the levels of fecallgoliform are still not meeting the State's water quality stand- ards. Concerning the Upper Christina, the summary assessment is as follows: The water quality in the Upper Christina River may be considered fair to good. There is usually at least one parameter, usually the bacteria levels, which is in violation of State recommended levels. Based upon the two critical factors of dissolved oxygen and fecal coliform bacteria, the 1126er Christina cannot be completely considered swimmable and fishable. Water quality sampling is conducted at 11 stations along the main stem of the Christina River. These stations are shown on Figure 11. Eight of the water components for which stream quality standards have been established are included in the monthly water quality sample data provided by the DNREC Technical Services Division. This data has been developed as follows: First, monthly samples have been grouped into 4 seasonal averages. Second, each station has been assigned a water quality assessment level of "acceptable","conditionally acceptable", or "unacceptable" for each season. A station which is not in violation of any of the 8standards is classified as "acceptable." Those in violation of 1 3 standards are classified as "conditionally acceptable." Those in violation of more than 3 standards are classified as "unacceptable." The results of this analysis are shown in Table 12. 19 Delaware 1980 Water Quality Inventory, (Dover, DE: DNPEC) 1980; p. 69. 20 Ibid.; p. 71. -37- Table 12 SEASONAL WATER QUALITY ASSESSMENTS AT ELEVEN SAMPLING STATIONS Christina River Winter Spring Summer Autumn Station (Jan.-March) (April-June) (July@Sept.) (Oct.-Dec.) Market Street COND 00ND COND COND Route 4 ACC COND COND COND Smalley's Dam ACC ACC COND COND Walther Road ACC ACC COND ACC Salem Church Rd. COND COND COND COND Route 72 COND COND COND ACC Old. Balt. Pike AOC COND COND ACC Chestnut Hill Rd. ACC ACC. ACC COND Persimmon Run COND COND COND COND Elkton Road ACC COND COND ACC Nottingham Road ACC COND COND Legend: ACC = Acceptable; COND Conditionally Acceptable; UNACC Unacceptable Source: DNREC Technical Services Division, 1980.. The relationship between water quality assessment levels and individual recreation uses will be discussed in subsequent sectionsof this study. In 21 general, DNREC recommends the following activity uses for the Christina River: 1. secondary contact recreation (e.g., boating) 2. primary contact in lakes and ponds only 3. fish, aquatic life, wildlife 4. navigation, in tidal portions only 5. anadranous fish 21 Water Quality Standards for Streams. (Dover, DE: DNREC) 1970, p. 6. -38- Non-point source pollution is judged to be a significant problem for the entire. river, since the shoreline includes many sources of urban stormwater rur*r-- off which are especially high in metal content. Point source pollution is -generated by eight identified points of discharge, entering the river at seven locations. These locationsare shown on Figure 11. Table 13 documents the nature and sources of point source pollution on the Christina. -39- Table 13 IDENTIFIED POINT SOURCES OF POLLUTION Christina River Source Entry to Christina Nature of Pollution Halby Chemical Co. directly into river at mile 0.6 withdrawal of 0.21 mgd from river for cooling and boiler make-up water; effluent is dis- charged into New Castle County Sewer System Exxon Co. directly into river at mile 3.5 contaminated storm- water runoff from oil storage containment dikes is discharged; no ccmpliance schedule in effect B 0 Rail-road through Little Mill Cteek stormwater runoff tributary fran fuel storage yard; no compliance schedule in effect -40- Table 13 continued Source Entry to Christina Nature of Pollution DuPont Co.- through Little Mill Creek non-contact cobling Chestnut Run tribuizary water, boiler blow- down steam condensate; no con-pliance schedule in effect DuPont Co.-- directly into river at mile 7.5 .15 mgd non-contact Willow Bank cooling water; no compliance schedule in effect DuPont Co directly into river at mile 7.8 .36 mgd non-contact Pigments Division cooling water and boiler blowdown; no canpliance schedule in effect Wilmington Suburban through Smalley's Dam 6 mgd filtration plant; Water Co. discharge occurs once every 3 months; abatement schedule has been inplemented -41- Table 13 continued Source Entry to Christina Nature of Pollution DuPont Co.-- through West Branch tributary treated laboratory Stine Lab and sanitary waste- water; non-contact cooling water, boiler blowdown and stormwater; no ccmpliance schedule in effect Sources: Bruce Kraeuter,.Review of Non-Domestic Point Source Discharges. New Castle County Areawide Waste Treatment Management Program, (1976). Michael Stanton, New Castle County Stream Use Surva. Water Resources Agency for New Castle County, (1979). -42- PUBLIC ACCESS There are currently 24 vehicular roadway crossings of the Christina River between the Maryland state line and the Delaware River, and 2 more are planned for future construction. However, direct public access has-not been availableat these crossings. The roadway crossings from Newport eastward are all well above grade and access from these roadways is not possible. Although the crossings west of Newport are all nearly at grade, currently there are no ramps or paths to provide direct access to the river shoreline and no safe place for motorists to pull off the road to gain access to the river. Pedestrian access for activities such as fishing is available at many locations, particularly where there is a network of urban streets contiguous to the river. The most prominent of these areas are in Wilmington (East 7th Street, Front Street); Newport (Water Street); Christiana (Water Street); and Newark (Old Cooch's Bridge Road). Public access is also available through existing public park and recreationalareas (see Figure 3). In addition, several residential subdivisi ons contiguous to the Christina have dedicated open space areas for potential future use. (See Table Boating access is also very limited. The only currently used public boat launching site on the Christina is the East 7th Street Park in Wilmington, at the confluence of the Christina River and Brandywine Creek. In conclusion, direct public access to the Christina is currently.very limited, except through public parks and pedestrian access. Figure 4 displays existing and potential access points of access to the Christina River. -43- FIGURE 4 0\\.\ EXISTING PUBLIC ACCESS Z THE CHRISTINA RIVER WILMINGTON NEW CASTLE COUNTY CHERRY 141 DELAWARE 495 ISLAND 2 1981 915 No 4 BRII BREAD AND CHEESE ISLAND 295 2 7 DELREM DR C. I. SCALE IN FEET CH TI NA 41 0 2000 4000 6000 8000 10000 273 H CR S TH oss TS vy NEWARK 273 GE LEGEND 2 OL Co TQ CASHO MILL RD EXISTING PUBLIC ROADWAY ms 4 CHRI TIANA ACCESS M.GUI SUBDIVISION ACCESS ST TER 896 ST CHRISTIANA BY-PASS RK (PROPOSED) DR ARBO 7 PARK 95 VOR r BARQUIT plift FACI a U N (PROPOSED) TAYLORTOWN e 13 A .-JWELLI GTON 40 E w SOURCE: NEW CASTLE COUNTY ILDEN DEPARTMENT OF PLANNING WDS LEN PREPARED BY WILLIAM 4. COHEN 6 ASSOCIATES, INC. POTENTIAL RECREATION AFEAS Determining Recreation Uses This section of the study will provide the analytical framework by which to identify recreational potential of the Christina. The approach has been to combine several methods of analysis-that are practical and will lead to meaningful results. To begin, potential recreational uses are divided into two classes: Land Based and River Based. This has been done in order to distinguish between various activities that require different criteria in order to be pursued. The division of recreational activities into these two classes includes the following: Land Based Recreation hiking nature observation picnicking bicycling athletics camping River Based Recreation canoeing sailing swimming fishing small craft boating Determining Methods of Analysis In order to establish the relationship between land and river based recre- ational activity on the one hand, and certain physical characteristics and other variables on the other, a review has been conducted to establish a methodology -44- that could be easily used by theresearcher and understood by thereader. To achieve this objective, four general meth odological approaches have been evaluated -and used in various ways as the subsequent presentation will indicate. 1. The Recreational Suryey Model, prepared for the Delaware Nature Education Society. 2. The Automated Environmental Resource Information System (AERI) for New Castle County. 3. Research involving existing reports, studies, plans, sampling data, and related data. 4. An empirical review of existing physical and man-made features through field observations and cartographic analysis. The first two of these methods deserve a more in depth exploration as provided below. The Recreational Survey Model (draft) prepared for the Delaware Nature sur Education Society basically is intended to be capable for mea 22 ing the recreational potential of all rivers within the State of Delaware." @breover, the model determines the nature of the relationships between physical features, variables, and po@ential recreation uses. The model is a sophisticated arrangement that includes 27 recreation uses that are evaluated against a combination of 100 variables. Since-the Christina River is not expected to provide certain types of recreational activities as identified by the model (e.g., rafting or ice fishing) for purposes of this study, both land based and river based recreational activities have been gener- alized and could subsume several of -the recreational activity categories listed in the model. In effect, then, the Recreational Survey Model has been utilized 22Elena Babig, Recreational Survey Model (draft), prepared for the Delaware Nature Education Society (Delaware Technical and Community College) 1980. -45- as a guide, and adjustments have been made that will render realistic results for the Christina River analysis. The Automated Environmental Resource Information System (AERI) was created under the New Castle County AreawideWaste Treatment Management (208) Program and provides an array of data in a format that is taken by the user for analysis. The nature of a relationship(for example between a defined land use and a recreational activity) is first outlined in order to obtain the special distr- ibution of physical-geographical data. Land Based Recreational Use Suitabili@y In order to have an understanding of certain land use characteristics that will impact the recreational potential of land based activities, the Automated Environmental Resource Information System (AERI) has been utilized. This system, managed by the Water Resources Agency of New Castle County is a "coordinated, integrated environmental data system prepared in geo-based format which offers computer storage of data. . ."23 The value of the AERI system is that it is a tool to provide a mapping of information that can serve as a basis for suitability analysis. Therefore, the prime focus of incorporating the AERI system will be to identify the suitability for recreation activities based on physical-environmental factors defined for the Christina River Corridor. The AERI sysyem contains variables of data (such as soils, and land use information) that are stored on a data based known as a "cell." Each cell equals a 500 x 500 foot section of New Castle County or approximately 5 acres of land area. Therefore, any number of cells can be combined or aggregated to determine the physical-environmental-resource constraints for any site or area within the county. 23 New Castle County Areawide Waste Treatment Management (208) Program, Capability @Laainq as a means of Improving Environmental Quality: Prerequisites and Methods (1977) , p. 1. -46- As a general remark it should be noted that the subsequent presentation relative to land suitability is mapped, showing a relationship to a particular recreational use. That 4S to say, certain, "common sense" considerations had to be made as to which ccmbinations of data frcm the AERI system would be most applicable todetermine recreational use suitability. For example, each land based recreational use (e.g., hiking, athletics, etc.) was related to selected data variables, and based upon that relationship the land area within the defined river corridor was judged (by the computer) to be either "suitable"or "conditionally suitable" for a particular recreational use. This judgment was made after.a review of relevant variables that could be combined to provide a practical assessment. A summary description of the variables included the following: *land cover--which represents "land use' including the type such as forests, agricultural land, developed land (e.g., residential, commercial land use), existing recreation land, etc. *soils limitations-based on physical and engineering characteristics including drainage, texture of surface, degree of erosion, flood hazzard, etc. The first step in retrieving information from the AERI system involved the definition of a River corridor. Second, the physical-environmental factors that make up each of the land based recreational activities were identified. Third, a computer program was developed to obtain data from AERI 24 and from the data a printout was made in the form of a map. Thus the maps, shown as Figures 5 through 10 geographically portray the suitability of land for each recreational 24 Technically this is referred to as "The Christina River Corridor Data List" (1981). -47- use along the river. 1. Hiking Suitability The suitability for hiking is based on a combinationof land cover and soil data. The essential question explored then is,"what existing land uses and soil properties are either suitable or conditionally suitable to encourage hiking." Table 14 shows a generalized breakdown of the two data variables (land cover and soils) that were ultimately resolved from the AERI data. Figure 5 shows hiking suitability graphically portrayed. Table 14 HIKING SUITABILITY VARIABLES Christina River Corridor Land Cover Variables Soils variables forests slight limitations (according to Soil all developed parkland Conservation Service analysis for "Lawns and Golf Fairways") Suitable A severe or moderate slope is considered suitable for hiking for each soil classification. agricultural land moderate limitations for "Lawns and brush land Golf Fairways" Conditionally wetland uitable vacant land Sources: Areawide Waste Treatment Management (208) Program, 1980. U.S. Department of Agriculture, Soil Conservation Service, Soil Survey New Castle County (1970), Table 7. -4a- FIGURE 5 HIKING SUITABILITY ............. .......... THE CHRISTINA RIVER ............ ....... .. .. . ... ........... ............. . .......... ...... .......... ......... ......... ......... . . ......................... ...................... .. ......... ...... ...... ............... .. ....... ............ ............ .. NEW CASTLE COUNTY ...................... .. ... .. 14 ............ ...... .......... DELAWARE ..... .......... ...... 2 ........... ......................... .................. . .. :::::: ,:::: ..................... .............. ................... N: ............ . ..... .. ....................... ............. . ................... ......... . :::: ::::!:" :: 19B1 ..................... ........ .................. ............. . ..................... . . ................ .............. ............... .... ... ..... ....... .......... goo .. ................. . ...... ........... .......... . ..................... ... .... ............... 4 ................ ............ pr ............ ..... .... ... ................ ...... I I............ ...... .. .. ...... .::::::: ............... ........... ........ ........ I................ ............ r.............. ....... ................. ...................................... .... . .... .............. ......................... ........ ..... .............. ............ .......... ... ...................... if .................... CHEESE .......... .......................... .............. ....... ....... ........... ....... I5@p ... ... ....... ....... ............. ...... 2 hpix ....... I.......: ... ............. .......................... ... ............... ............................ ............... ....... ; : ; : : : :mmmmmmmmm ... . ... ..................... ............... ....................... ............... ................ ......................... r, NOR ... ::A .... ........ ... J ... ..... .......... .......... .................. 5CALE::1N:'F1EET _j ....... ..... ........... "Ow ewo 0 20M Som 10000 go ........................... .......... ........ ...... ............ . . .......... ............ ........ ........ ........... .......... ....... .. ......... : : .. I...................... ............. ... ... Ipp .............. NEWARK ................. .... ......... :MIOM 273 Will RR LEGEND .................... Sul VAC.It- .......... 4. ...... ......... ... .......... : :@p .... ........ .......................... .... ........... .......... 1`10110 If If:;,; @ * * - *:III ; ::::::: .................... lp :::: ............. ...... . . . . . . . . . ... ....... ......... ::: ::: :AI gooM ... U"SU X TABL-E AII: ............ ...... ............ ............... ...... .... ......... NOR ........... :::;;:;:;;v; y: V: @vlllijg@ I A gill[ :::go. Bab ........... h:i! I 13 i41111@ ;j @40 109 11 .... ........... SOURCE: NEW CASTLE COUNTY DEPARTMENT OF PLANNNQG ... ........... ....... ......... ......... ......2 ill 1 11 11111i I I@ ... HEIN ......... ..... PIREPARED fy WILLIAM J. COOFM 6 ASSOCIATES. IMC. 2. Nature Observation Suitability Thi s use is based on an evaluation of soil conditions as they relate to the productivity of plants to support wildlife. For example, a very productive soil with a forest land cover will provide.an ideal habitat for woodland animals (e.g., deer). Figure 6 shows the areas determined most suitable and suitable for nature observation based upon the suitability variables in Table 15. Table 15 NATURE OBSERVATION SUITABILITY VARIABLES Christina River Corridor Soils and Land Cover Variables Most Suitable most productive combination of soils and land cover to support all of the following: open land wildlife woodland wildlife wetland wildlife unique natural-areas Suitable most productive combination of soils to produce land cover to support any one of the following: open land wildlife woodland wildlife wetland wildlife unique natural areas Sources: Areawide Waste Treatment Managenent (208) Program, 1980 U.S. Department of Agriculture, Soil Conservation Service,,Soil Survey New Castle County (1970), Table 7. Delaware Nature Education Society, New Castle County Natural Areas Study (1975). -49- FIGURE NATURE OBBERVATION SUITABILITY ............. ......... .......... ................. ......... ............ .. THE CHRISTINA RIVER .......... ............ .. ..... ........ . .......... I.... I I I I I I I I I I * I I .::: .... .. .............. ............ ....................... ......... ........ ...... ......... ...... ........ .. NEW CASTLE COUNTY ......... .......... ... ........ ............I ... ........... ,MY DELA ........ . .. ................ :::::. ..... ...... .1 .............. ....... WARE .......... *''*** ......... :.... ... ................. .... ... .... .......... ............ .... ..... 2 .................... 19B1 ....... I............ ............. ............... .... ..... .............. .. :::ii it::-: ... ..................... ........... . . ................ . .... ............ ....... .... .......... . ................. ........ .... ............ ...... . . . . . . ...... .................... .......... .... .. ........ .......... ..... .......... :....... . . ........... 4 . . ........... .......................... . . ........ .. ... ....... ............. .......... ............. ............. .......... ........... .... ......................... ............... @@i @@i F @::: ......... .......... ......... go .................... ............. ...... ...... ............ go ....... ... ........... ......... it it ......... ...... ................... ........................... ........... ............. 2 ......... "I: it :311 .......... ................. ......... it it it ................ ........ ........................ ................ ...... .... .... ...... ...... I SCALEAN: FEET .... ... it .... .. .............. . ......... ........ 0 2000 4000 6000 8000 VOOOO .......... .......... ........ ...... ................ ...... ........ ........ ...... it ................ . ..... .......... . .... .... ........... ...... ........ ... ... ............ ............. .......... -4r ... ... ............... ....... j ..... ...... UPI 11 NEW RK :All it 1.::: 273 LEGEND .......... ...... ......... go ........... ...... ::: IN 4 .............. Hoi:ii ........ ............. .. ...... ....... ........... I IfibHo ig .............. ::M .....Ii, i i, ..... .... ...... .................... ................. ...... lom .. .......... ...... U 6 U I E: ........... ... ............... ....... ....................... ................. it i i i i iC@ i i::::: ... .......... r!7 99999g ...... ........... .............. ...... 11ppo ..... ...... . ...... ..... .......... , ":: . f go H goo go: i i ...... ....... ...... iji ...... "All :::A&:: 13 AN .... i Ai t it ............. ............... ............. ... SOU CIE: NEW CASTLE COUNTY DERPARTMENT OF PLANNING .............. PREPARED BY WILLIAM J. COHEN A ASSOCIATES. INC. -- - ---------------- .... 3. Picnicking Suitability This use incorporates the same variables used to evaluate hiking, that is, land cover and soils(as discussed above) with the slope of land being considered as a positive or negative factor. Table 16,Figure 7 provides the appropriate information. Table 16 PICNICKING SUITABILITY VARIABLES Christina River Corridor Land Cover Variables Soils Variables forests slight limitations (according to Soil all developed parkland Conservation Service analysis for "Lawns Suitable and Golf Fairways"). A slight slope 5-10% is considered suitable for picnicking for each classification. agricultural land moderate limitations for "Lawns and Golf Conditionally brush land Fairways." A moderate slope 8-15% is Suitable wetland considered conditionally suitable. vacant land Sources: Areawide Waste Treatment Management (208) Program, 1980. U.S. Department of Agriculture, Soil Conservation Service, Soil Survey New Castle County (1970). Table 7. 4. Bicycling Suitability Suitability for bicycling has been developed with a minor adjustment of the soil variable used to determine hiking (i.e., suitability for lawns and golf fairways). In addition, a variety of urban land uses are considered desirable for bicycling-such as residential and intensive recreation areas which would -50- FIGURE 7 PICNICKING SUITABILITY ............... THE CHRISTINA RIVER ....................... .... ......... ....... ....... ....... ......... ........ ............ ......... .......... . ... .................. . ......... . . ........... ........... ............. ............. ............ .......... NEW CASTLE COUNTY .................. .................... ..................... ........... ....... ................ ...... i0i ........... ::: DELAWARE @N:i ...... ................. ............... ....... @::::: @ !::::: 1: 1: @:::: ... ::;::::!!1@k4ND ............ !:::::::: ... ..... ........... ................. ............. ............. ......................... .................... .................. ................ ...... .. ... @ ISBI @@Tlsl ................ ........................ ................... . .... ......... ....... .................. ....... ........... ..... .. ......... .... ...... .............. -... ............... ........ .......... ....................... .............. ....................... ....... .......... ...... .......... qw: p ons ............ .............. ....................... I a ...................... j ............ ...... :::: :: .............. w .............. .......... ............. .................. ........ ............ 14 ...... . . ....... ... .............. ......................... . ... . ..... ............... .......... vv;;:w;m .... ............ .. ................ ................ J. ...................... 2 :. . ... ....... ....... ............ ... ............ ......... ...... .................. ................ ........................... ......................... r r ...... . ............. ....... ........ ........ ...... J ;tit .,. : - ::@@: - ::: . . . . .............. ............. SCA4, ikiEET ........... . .... ..... ............... u ........... ... ..... ................. 20DO 4000 GOOD 8000 10000 . . . . . . . . . . . . ............... @iJ @ @ @ --.1 @. @p, i @ ! @ : @ @ @ @................. I ... ::: .... **,*,::::::: ..... ::::::::: ... v Q I @ @ qq .................. .......... ........................... ................. na ........... .... ..... ................... ........ .......... ........... ... ....... ........... ...... :AW q 273 EWARK ...................... LEGEND .7 .......... .... ....... ? ............. .... .. pig- ...... m ...... oo mm p . a ...... a Millh, r, I- I., y @ul 'TAY, Ill F,11 -77@ ,pz, 44 11111 ............ .............. ...... ..................... ...... Al ... lip ago ,d :::::: ... ........................... .... ..................................... ...... HF: ... :::::::::qw;w:A?... supc- @:: 1, 1 @4 ........... ....... -gm-@qg ............ Oll 111111 ;Nt HE 7 In; RuEi IF: 4@ : : : : : : :@@: : :,, Al q q ........... P. q 13 iiij R-` SOURCE: NEW CASTLE COLINTY ........ ...... DEPARTMENT Of PLANNING . ... ....... Ill OV IRV,' ..................... ... ..... .............. ........ lllH@ ip 4 -n,,. PREPARED By WILLIAM J. COHEN A ASSOCIATES. INC. provide existing paved areas and low traffic volumes that are suitable for bicycling. Another category consisting of non-urban land cover such as forests have also been incorporated in the analysis because with som improvement they add tothe recreational experience. Table 17 provides a summary listing of the key suitability variables while Figure 8 graphically illustrates the suitable and conditionally suitable areas along the river corridor for bicycling. Table 17 BICYCLING SUITABILITY VARIABLES Christina River Corridor Land Cover Variables Soils and Land Cover Variables single family residential slight limitations for "L"awns Suitable-Urban institutional and Golf Fairways." Since Suitable Non-Urban rights-of-ways (communications) slope is a limitation for intensive, general, open, and bicycling, a modification other recreation to the soil data has retained forests slope as a constraint corrmerc ial moderate limitations for services "Lawns and Golf Fairways." Conditionally wholesale Same slope constraint as Suitable-Urban Conditionally industrial for picnicking. Suitable Non-Urban agriculture brush land wetland vacant land Sources: Areawide Waste Treatment @lanagement (208) Program, 1980. U. S. Department of Agriculture, Soil Conservation Service, Soil Survey New Castle County (1970), Table 7. -51- FIGURE 8 BICYCLING SUITABILITY .......... ............ .............. THE CHRISTINA RIVER ................ ................... ...... ........... ......... . ......... ......................... ................ .. ................ ............ .................... ... ... ....... ... .......... ....... ................. ....... .......... .......... ............. .... NEW CASTLE COUNTY ...................... .......... ...................... . ............ 141 .......... .................... DELAWARE .................. .... 2 .............................. .............. ............... ............ 1981 ..................... . ......................... .......... .. ............... ............... ..... ............................. ...... .. ............ . .... ... ............ ..... ........... ...................... . .............. .......... . ...... .............. ....... ........ ... ..................... ..... ... ................ ... ......... ............ ......................... i:@::. .......... ..................... ........... ........... ..... ...... ....... . .. ....... ...... ........ ............... ........ ... .............. ............ ................ ........ ............. .......... . ....... ......... ... ........ .............. ..................... CHEESE .......... ........... .. ............... .............. ........... ............. .............. ....... 2 ................... ................. ......... .......... IL: ...... ..... ......................... ............ ill .. ........................... ....... wm@ oil .... . ......... . ......... ... ... . ........ ......... . .......... ................. ....... ...... .... ............................ .................. ... ut ..................... 0 2000 4000 6000 5000 10000 ............ ......... ........... ...... ......... P:Afi ...... ............. .......... 213 NEWARK LEGEND go.. .......... ........... ...... .. su I T AIRL-C a.... go ... I :::::::A porlg ............ gk I T.T0I-J^&_L_Y SUXTAPI-IE URPAN gig g go go. QQ . . . . . . . . . ...... ......... gig MoNg -gig ... 13 ... ... .. ... SOURCt: NEW CASTLE COUNTY DEPAPTMENT OF PLANNING "@N ... ...... ..... PREPARED OV WILLIAM J. COHEN A AINIOCIATES. INC. 5. Athletics Suitability The activity of athletics includes all traditionally active recreational sports,especially those that require a playing field or court that must be constructed and maintained to facilitate use. Athletic suitability is defined as having suitable soils near urban areas. Figure 9 shows suitable and conditionally suitable soils near the urban area for athletics. Table 18 provides the.soil suitability factors. Table 18 ATHLETICS SUITABILITY VARIABLES Christina River Corridor Soils Variables Suitable slight limitations for athletic fields and other intensive play areas moderate limitations for athletic fields and other Conditionally Suitable intensiveplay areas relative to slow permeability, high water table, and 5-10% slope Sources: Areawide Waste TreatmentManagement (208) Program, 1960. U. S. Department of Agriculture, Soil Conservation Service, Soil Survey New Castle County (1970), Table 7. 6. Camping Suitability For this recreational activity, the interpretation has been made for canping with trailers, rather than backpacking or camping with tents. To determine suitability of land for canping the analysis is based on soil and land cover. Table 19 and Figure 10 provide the appropriate variables and graphic findings. -52- FIGURE 9 ATHLETICS SUITABILITY ..... . ... THE CHRISTINA RIVER ON- ......... ..... NEW CASTLE COUNTY ......................... ... wp@ .......... ::::: ...... ........... ....................... DELAWARE 2 w", .......... .......... 19BI 'w ................ zlll@ "Mill, . ... .......... ........ .... ......... ....... .......... MIr . ........... HIM . ............. -............... ........... ". ............... ............ ....... ........ M, ........... ........... 2 ............. SCALE:!It: FEET ............... . ......... 0 2000 4000 Swo saw 10000 IBM M", ,ij 4 P.H RQR R"1111" 111M, NEWARK 273 Poll LEGEND gong . P@:: d Pp, UuuuQwKww ,, ;. P"On 1@, 4- ............ p DO . ......... AR RE 6 @j, INN 13 WDU CE: NEW CASTLE COUNTY DEPPIARTMENT OF PLAPINING Hum, googol' PREPARED BY WILLIAM J. COKEm & ASSOCIATES. INC. Table 19 CAMPING SUITABILITY VARIABLES Christina River Cor ridor Land Cover soils Suitable forests slight limitations for campsites all developed parkland (intensive use) agricultural land moderate limitations for can7psites Conditionally brush land (intensive use) Suitable wetland vacant land Sources: Areawide Waste Treatment Management (208) Program, 1980. U. S. Department of Agriculture, Soil Gonservation Service, Soil Survey, New Castle County (1970), Table 7. River Based Recreational Use Suitability An analysis of the river based recreational potential of the Christina River requires a somewhat different eiTphasis than was employed in reviewing land based activities. The river based suitability is dependent on various relation- ships among several variables that specifically relate to water quality and physical characteristics (such as tidal influence and navigational obstructions). This section of the study will review the appropriate variables for each identified recreational use. 1. Swimming Swimning requires the highest level of water quality of any river based recreation activity. Table 12 shows that during the summer months, all but one -53- FIGURE 10 CAMPING SUITABILITY ........................ .......................... ...... ................. THE CHRISTINA RIVER ................... . ......................... ............ ........................ ................. ....................... ............................. . ............ . .... ... ................ ... ........ ............ NEW CASTLE COUNTY .................... . . .......... DELAWARE ......... .... ........ ...........I ..... 1-1.: ........ ...... .......... ............. ......... ....... ......... .... . ...... ..... 2 ........... ....................... 1981 .. .......... ...... ...... ..... .................. ... .......... ..... . .............. . ..................... . ....... ... .. . ..... ..... ..... ......... . ...... ............ ....... .......... ........... ....... ....... ..........-........ ............. ........ ....... ::: . . ...... ....... ... ............. ........ . ..... ....... .... .......... ..................... ....... ............. .::::, ...... ...... .......1..... ...... ........................ .... ... ilk . ........... ...... ........... ...... .......... ........... ............ ................... .............. ... CHEESE .................... ...................... .... .............. @ '.! .... .................. 2 ... ......................... ............. ........... .............. .......... .................. ................... M!j ............. ....................... N ..... .. ....... ............. . ......... it ......... . .... .. . ... .............. .................... ........ ......... :..t ....... ................. SCALEAN: FEET ............ .......... ...... ........... ...... ... ... .... .................... .............................. ....... ........ :-: i: I' 'I j ..................... .. .................... ...... .................... I I @' i i @i!; @: i @ @ @ ' '*..' *.... , I.......... ............ ..... ........... .............. ... ............ ........... .::: .......... ................ ...................... RUH: .......... ..............I .... .... ............ .... ........ ................................ .... .......... NEWARK 2.. ......... .... ..... ...... :A1 0 1 aw '.J ...... .... ... ................. ....... ....... LEGEND ....... ................... .............. . . . . . . . . . . . . . . . . . . ......... ....... 4 ....... ... W ..... ................. ........... ........... :: ... ........ ............. .................... ...... .............. .... .............. ........... ...... ......... ....... ............ ...... ............. ...... ......... .... ....................... ...... .......... ..... ...................... ... ......... L- Y s u I T A E, L. r ...... ....... I...." ........ ........... .............................. ............ ilo;A& t; t I.: i @ .... : ................ ... ... ... ..... ...... .................... .............. ... .... . :::::;; :::::Agg;;;;; @t; 0 :. : @Z::: T: .... . .... .. ..... ... ...... .............. ..... ....... uposu IT A I, _E ...... ...... ........... ............ .......... t:Nim 11 1. ..... ................ ........................ .... ............... ................. .......... ...... :A99 ............................ ................. ........... SOURCE: NEW CASTLE COLINTV DEPARTMENT OF PLANNING PREPARED BY WILLIAM J. COHEN A ASSOCIATES. INC. of the water quality sampling stations contain violations of atleast one water quality standard (i.e., conditionally acceptable). The1evels of fecal coliform bacteria, an important determinant of water suitability for primary contact recreation, are dramatically high at most sampling stations during the summear and spring months, more fully explained in Appendix 2. For these reasons, it has been determined that the main stem of the Christina River is not suitable for swimming, given the continuation of current water quality conditions. In the State Water Quality Standards for Streams, it is recommended that primary contact recreation on the Christina take place in lakes and ponds only. In this regard, it should be noted that Beck's Pond located on Belltown Run is currently a popular location for swimming, as well as fishing, picnicking, and boating. 2. Fishing Research has been undertaken concerning fishing potential which indicates that virtually the entire Christina River contains a variety of fish species to attract the angler. Water quality necessary to support fish populations depend-. primarily on adequate levels of dissolved oxygen. As documented in Appendix 2, the dissolved oxygen levels found in water quality samples in the Christina are well in excess of recommended minima in autumn, winter, and spring. The summer samples indicate slight violations at 3 stations (Third Street, Smalley's Dam, and Route 72), while 2 other stations fall below the stricter standards recom- mended for fish (Walther Road and Old Baltimore Pike). Despite these violations, extensive fish catchings have been recorded during the summer months. It should be remembered, however, that water quality degradation of other types (low alkalinity, high coliform bacteria, high ammonia nitrogen) may impair the quality of the fish in the river even if they do not reduce fish populations. -54- With regard to fishing in the tidal portion of the river (up to 11 miles from the mouth), Figure 11 shows sampling stations where fish catches have been recorded. Table 20 shows the results of these two studies. -55- FIGURE 11 SWIMMING EBREFISHING SUITABILITY THE CHRISTINA RIVER WILMINGTON NEW CASTLE COUNTY 3. 141 CHERRY DELAWARE 495 ISLAND 2 95 19B1 5. 4 Boo BREAD AND CHEESE ISLAND 295 2 7 j-.j, I. 0. SCALE IN FEET 41 4000 6000 8000 10000 273 1 0 2000 0. NEWARK 273 LEGEND 2 MILEAGE FROM MOUTH - FISH SAMPLING STATION POINT SOURCE DISCHARGE LOCATION 696 WATER QUALITY SAMPLING STATION 7 95 13 40 SO RCE: NEW CASTLE COUNTY DEPARTMENT OF PLANNING PREPARED BY WILLIAM J. COHEN & ASSOCIATES. INC. Table 20 FISH SAMPLES IN CHRISTINA RIVER Miles From Date of Sample Fish Caught* Mouth Mouth April-June 1976 American Shad. Alewife Blueback Herring Brown Bullhead White Perch White Catfish Atlantic Menhaden Carp Redbreast Sunfish Goldfish Pumpkinseed Gizzard Shad White Sucker Walleye 2.3 July@-August 1975 Blueback Herring Silvery Minnow White Perch Bay Anchovy 2.7 September-October 1975 Gizzard Shad Menhaden Bay Anchovy 3.8 April-June 1978 Black Crappie Carp Goldfish Menhaden Silvery Minnow White Perch White Sucker 4*4 April 1978 Carp 5.2 July 1978 Bluebadk Herring Carp Menhaden Silvery Minnow -56- Table 20 continued Miles from Date of Sample Fish Caught* Mouth 7.8 August 1978 Blueback Herring menhaden Silvery Minnow 10.2 September 1978 Blueback Herring 10.8 April-June 1975 Alewife Blueback Herring White Catfish Septen-ber-October 1975 Blueback Herring Gizzard.Shad May 1978 Blueback Herring *10 or more of species during period of sample collection Sources: Scott J. Beck, and Victor J. Schuler, Ichthyological Associates, Inc. 1976. Richard C. Reichard, Delaware River Basin Anadromous Fishery Project. Completion Report. (1979). Fishing in the non-tidal portion of the Christina is also appealing. The Christina is a designated trout water from the Maryland State line to Rittenhouse Park. It is stocked at least once a year at the state line. During the 1979 season, the Christina was stocked with a total of 3,520 trout ?5 Sixteen species of freshwater fish are known to make their habitat in the Christina;. the smaller fish most conmnly. The following species are included: 26 25 Michael Stanton, New Castle County Stream Use Survey. Water Resources Agency for New Castle County, (1979). 26 Ibid. -57- Redbreast Sunfish Bluegill Largemouth Bass Fallfish Common White Sucker Common Shiner Tessellated Johnny Darter Spotfish Shiner Conmn Sunfish Black Crappie Chain Pickerel Yellow Perch Golden Shiner Eastern Blacknose Dace Great Lakes Longnose Dace Tadpole Madton Beck's Pond (located near the junction of Belltown Run and the Christina River) is a highly attractive fishing area, with the most fish caught per hectacre among all state-owned ponds in 1976. Largemouth bass, back crappie, sunfish, chain pickerel, perch, catfish, and carp are most prevalent. 27 Fishing along the banks can take place at almost any location on the river. In fact, fishermen cannowbe observed along the Christina throughout the year. Rittenhouse Park and Hidden Valley in Newark as well as several sites in Wilmington are especially popular. The new state law, Public Recreation on Private Lands (see page 34) should insure that access for recreation fishing exsits. 3. Canoeing Suitability Canoeing on the Christina can include pleasure, casual activities, as well as flat water racing or rrarathon canoeing. To determine the suitability of the river for this recreational use the following variables have been considered: *tidal influence *water depth Both of these factors are mapped as shown on Figure 12 and indicate a fairly long reach on the Christina that would be suitable for canoeing. The tidal 27 Roy W. Miller, A Survey of Freshwater Fishing in Delaware. (Dover, DE: Delaware Division of Fish and Wildlife) 1978; p. 16. -58- influences--from Smalley's.Dam--would be more severe at the mouth and accordingly should be taken into account in light of the type of canoeing desired. The suitability of the River for canoeing can be sunmarized to include the 15 miles from Smalley's Dam to the mouth in Wilmington. Aesthetics will also play a major role in whether people will use the river for pleasure canoeing. In this respect, the reach between Churchman Road, south of Newport, to Smalley's Dam offers the most attractive vistas for canoeing. 4. Sailing Suitability This river based activity is heavily dependent on the following variables: *tidal influence *navigational obstructions *water depth Table 21 provides a key to the significant navigational obstructions that would be encountered; these are physically oriented on Figure 12. -59- Table 21 NAVIGATIONAL OBSTRUCTIONS Lower Christina River Location Nature..of-Obstruction. A Railroad Swing Bridge;.vertical.clearance 6 feet B Sunken barge visi ble at low. tide but submrged at high tide C Third Street Draw Bridge (new); vertical clearance 18 feet. The old 3rd Street Bridge-will be rexoved. D Walnut Street Draw Bridge; vertical clearance 19 feet E Market Street.Draw Bridge; vertical clearance 8 feet F Railroad Swing Bridge: vertical clearance 6 feet G Railroad Swing Bridge; vertical clearance 3 feet H Rai lroad Swing Bridge; vertical clearance 2 feet (according to U. S. Army Corps of Engineers this bridge is open and abandoned) 1 1-95 fixed bridge; vertical clearance 22 feet Note: Unless otherwise stated, all draw and swing bridges will open on signal or in accordance with established regulations. Source: National Oceanic and Atmospheric Administration, Nautical Chart, Delaware River (Smyrna River to Wilmington) 1978. Since sailing is limited by the height limitations of river crossings (including roadways and railroad bridges) , there are three identified segnents on the lower river that are suitable. -60- *Segment 1. Between East 7th Street in Wilmington (at the confluence of the Christina with@@ the Brandywine to the mouth, an d on into the Delaware River. *Segment 2. Between Walnut Street in Wilmington (D on Figure 12) and the railroad swing bridge shown as A on Figure 12. *Segment 3. Between Market Street in Wilmington (E on Figure 12) and Newport. The kind of sailing vessel that can beaccomodated in each segment will be contingent upon boat length, depth of keel, and height of mast. 5. Small Craft Boating This category of river based recreational uses includes small power. boats, runabouts, power dingys, and larger deep craft pleasure vessels. The key suitability variable is water depth and to a lesser extent tidal @influence. Figure 12 provides the depths of the river that can be used as a guide to determine the size of the boating craft that could use the river. It could- be assumed that at high tide a small boat under power could go as farup the river as Rt. 7 at Christiana. -61- FIGURE 12 CANOEING BRIE SAILING BIBB BOATING SUITABILITY THE CHRISTINA RIVER WILMINGTON NEW CASTLE COUNTY 141 CHERRY DELAWARE 1 495 ISLAND 2 1981 4 N@. --8R SOB BREAD AND CHEESE I LAND ------ 295 2 7 j- I. SCALE IN FEET 273 41 0 2000 4000 6000 8000 10000 NEW RK 273 -Gl=-ND 2 C:l CD C:@7 TIDAL INFLUENCE 4 A-A NAVIGATIONAL OBSTRUCTIONS 896 25 MEAN LOW WATER DEPTH 7 95 13 40 SO RCE: NEW CASTLE COUNTY DUEPARTMENT OF PLANNING PREPARED BY WILLIAM J. COHEN A ASSOCIATES, INC. POTENTIAL RECREATIONAL SITES AND USES Composite Recreational Potential The preceding analysis of land based and river basedrecreational uses can be viewed as to their potential along definable segments of the river. Therefore, the following activity areas (or segments) are believed to be a relevant sub- division of the Christina River main stem for purposes of allocating various levels of potential recreational use. Activiity,Area 1. Mo uth of the Christina at Wilmington (the conflu- ence with the Delaware River) to Newport-a total of 7.75 miles Activity Area 2. Newport to Smalley's Pond Dam--a total of 7.25 miles Activity Area 3. Smalley's Dam to I-95--a total of 8.81 miles Activity Area 4. 1-95 to the Delaware-Maryland State line--a total of 6.49 miles A further focus on each activity area in relation to recreational potential is shown in Table 22 which indicates highest potential, potential, or no potential for each land based and river based recreational use. As a point of qualification, it should be clear that this conclusion is based on all subsequent information and analysis. It therefore, could be possible, in isolated situations, to find a "suitable site" for some recreational use within an activity area designated as having "no potential." -62- Table 22 RECREATIONAL USE POTENTIAL BY ACTIVITY AREA Christina River Land Based River Based Nature small Activity Area Hiking Observation Picnicking Biking Athletics Camping Canoeing Sailing Craft Swimming Fishing Boating Mouth to Newport 0 0 0 0 0 HP HP lip 0 HP Newport to Smalley's Dam lip HP HP HP 0 P HP 0 p 0 P Smalley's Dam to 1-95 HP HP HP p HP. 0 0 0 P 1-95 to Stateline p P, P HP HP.. p .0 0 0 HP HP highest potential P potential 0 no potential Source: William J. Cohen and Associates, Inc. A final level of analysis involves combining thexecreational use potential with points of public access and the location of public lands. Figure 13, Composite Recreational Potential, is the synthesis of this evaluation. In addition, the "highest priority sites" as shown on Figure 13 is developed from an overlap of 3 or more suitable land based recreational uses. Although most of the potential land for recreational use is in private ownership, there are, nevertheless, significant areas of publicly owned land that can be utilized for both land based activities as well as river based activities, primarily as launching sites forcanoeing, sailing, and small craft boating. A more detailed explaination of the potential recreation areas outlined on Figure 13 will specify recreational uses that could be implemented. Potential Recreational Sites Following from the carposite recreational potential analysis, four new sites can be identified along the Christina River that met certain criteria as follows: *fronting on the river *publicly owned *be suitable for at least three land based or two river based recreational activities *have public access or potential access 1. Newport Site within the corporate limits of Newport a .5-acre site is owned by the state, fronting on the north side of the River with public access from Water Street and east of the Rt. 41 overpass. Even though small in size, this site could serve as a launching area for canoeing and small boats. On the south side of the Christina there is a large stretch of state owned land along the river andeastof Rt. 41, with public access from Old Rt. 141. -64- FIGURE 13 COMPOSITE RECREATIONAL POTENTIAL THE CHRISTINA RIVER NEWCASTLE COUNTY DELAWARE 141 19B1 2 4 N@. BOB CB DREAD AND CHEESE ISLAND 2 7 273 NEWARK 273 2 4 896 7 95 13 40 Previous analysis has not indicated this area to be suitable for land based activities, however, a launching site at this location for canoes and small boats would be viable. 2. Churchman(s) Road Site The State owns a 1.1 acre parcel of land on the south-east corner of the Churchman Road crossing of the Christina. Access is direct from the road shoulder. The land based analysis indicated that this area would be suitable for hiking, nature observation, picnicking, and carrping. In addition, this location could serve as a launching area for canoeing and small craft boating. 3. Christiana By@Pass Sites The State of Delaware will complete Right-Of-Way acquisition in 1981 for the proposed Christiana By-Pass with construction to be completed by 1984. The By-Pass will connect Rt. 273 (Hares Corner Road) with the 1-95 interchange (at Rt. 273) and cross the Christina just south of Old Baltimore Pike as shown on Figure 4. Certain lands on both sides of the river have been or will be acquired for this roadway improvement with some lands declared as "excess"-- not required for construction or right-of-way purposes. Two areas owned by the State, that are expected to become excess land, have recreation potential. The first site, located on the south-east quadrant of the proposed By-Pass,and the River includes two parcels: one between Shields Lane (which connects to Rt. 273 at Christiana) and the river, equalling .6 of an acre, and a small .14- acre access across Shields Lane. The other site consists of 10.4 acres between Old Baltimore Pike and the River in the north-west quadrant of the By-Pass and the River. Although this second site will have no direct access to Old Baltimore Pike, there is a contiguous Delmarva Power facility with roadway access. A shared access between Delmarva and future public uses on the 10.4 acre state land could be planned, if Delmarva were agreeable, which would then allow recreational uses on the State owned site. -65- Obviously because of the respective sizes' of thesetwo sites,specific recreation use requirements will need to be mre carefully evaluated. However, as far as recreational potential is concerned,these areas would be suitable for hiking, nature observation, and picnicking and as a launch area for canoes. 4. Park Drive Site. Within the City of Newark a portion of state land will become excess upon corrpletion of the Newark Connector between Rt. 896 and Elkton Rd. (Rt. 2) that would have recreational potential. The area includes between 31.2 and 34.2 acres directly off of Park Drive, contiguous to the existing Rittenhouse Park along the Christina owned by the City of Newark. The site is located on both sides of the Christina and is suitable for the following recreational uses: hiking, picnicking, athletics, and camping. -66- RBcaqvfl2mTICNS The following recornmendations are provided as a means of realizing the potential of recreational activity on the Christina River moreover, it is believed that greaterrecreational opportunities can be mrade available, with- out large expenditures of capital improvement funds. 1. Site planning and design analyses should be undertaken for each of the sites with recreation potential, as identified in this study. The planning and design analysis would include recreational uses that are suitable for each site, as well as needed public access improvements, which will not require sizeable infrastructure or capital investments. 2. Since the river currently provides recreational activities for many--especially fishing, canoeing, and sailing--these activities could serve as the basis for a promotional effort to acquaint- residents within the County of both existing and potential recreational activities. 3. A "historic colonial river tour" could be established to take advantage of tourism potential, for those traveling Interstate 1-95 between Cooch's Bridge and the Village of Christiana. The colonial river tour could be an appropriate respite for long distance travelers who could get on or off 1-95 at either Rt. 896 (near Cooch's Bridge) or Rt. 273 (near Christiana). The tour could include visiting the Cooch's Bridge Historic District and the Village of Christiana, and utilize points in between for relaxation, picnicking, casual walking, and possibly camping. Existing motel and restaurant facilities could provide.overnight -67- and eating accomodations. In effect this recommendation coi@ld be implemented through a promotional campaign. 4. Since practically the entire length of the river has been nominated as a critical area by various units of government, it should be established as a State, County, and Municipal policy that further urbanization would be strictly regulated withi n a "River Corridor" to be defined as reserved for public recreation, conservation, and critical area protection. A County flood plain ordinance similar in scope to that enacted in the City of Newark could achieve this end. 5. As determined by the land based suitability analysis, the activity of bicycling can be conducted on many streets and roadways near the River. A Christina River bikeway system could be developed after a more in-depth evaluation of access points and a pattern of bike trails intersecting with public roadways could be signed for easy use. The proposed bicycle path, known as the Christina River Trail, could be extended along the Christina shoreline to the New Christiana By-Pass. 6. Although many roadway--crossings of the Christina exist, direct public access to the Christina could be better achieved through signs or markings and improved roadway shoulders, on publicly owned land. -68- APPENDICES -69- Appendix 1 SHORELINE OWNERSHIP INVENTORY Hundred Map No. Parcel No. Size Ownership 7Bank Wilmington City 67.00 003 (L) 149.00 ac. City of Wilm.-Harbor Board 65.00 002 (R) 36.17 ac. U.'S.A. 64.00 001 (R) 6.62 ac. U.S.A. 67.00 001 (L) 3.49 ac. Mayor & Council of Wilmington 63.00 016 (L) 28.60 ac. Frederic A. Potts & Co., Inc. 59.00 002 (R) 121.99 ac. U.S.A. 59.00 001 (R) 51.65 ac. Mayor & Council of Wilmington 63.00 Oll (L) 8.70 ac. Frederic A. Potts & Co., Inc. 63.00 017 (L) 0.98 ac. Frederic A. Potts & Co., Inc. 58.00 019 (L) 22.69 ac. DuPont Co. 58.00 017 (L) 1.08 ac. Mayor & Council of Wilmington. 58.00 016 (L) 12.52 ac. Delmarva Power & Light 59.00 003 (R) 12.87 ac. City of Wilmington 51.00 022 (L) 50.93 ac. Delmarva Power & Light 51.00 023 (L) 2.22 ac. Commerce St. Realty 51.00 024 (L) 1.08 ac. Commerce St. Realty 52.00 007 (R) 11.68 ac. Delmarva Power & Light 52.00 003 (R) 6.80 ac. City of Wilmington 44.00 013 (R) 8.81 ac. Fort Christina Marina Inc. 44.00 012 (R) 4.95 ac. First State Enterprises 44.00 031 (R) 0.59 ac. John R. Kaiser 44.00 011 (R) 0.45 ac. John R. Kaiser 44.00 009 (R) 2.18 ac. State of Delaware 44.00 008 (R) 7.38 ac. Wilson Marine Repair 44.00 035 (R) .0.67 ac. State of Delaware 44.00 036 (R) 0.13 ac. State of Delaware 44.00 025 (L) 0.01 ac. mayor & Council of Wilmington 44.00 024 (L) 0.72 ac. Grnwd Corp. c/o Berg Boat Co. 51.00 010 (L) 2.73 ac. Four B's Realty Co. 51.00 009 (L) 2.69 ac. Edward Schneider & wife 51.00 008 (L) 3.03 ac. Saienni Bros. Blacktop Prod. 51.00 007 (L) 0.79 ac. Saienni Bros. Blacktop Prod. 51.00 025 (L) 1.30 ac. State of Delaware ' 51.00 005 (L) 0.02 ac. State Highway Department 51.00 004 (L) 2.61 ac. Diamond Industries Inc. 51.00 003 (L) 3.81 ac. Darcmann Inc. 51.00 001 (L) 16.87 ac. Diamond Industries, Inc. 44.00 004 (R) 11.19 ac. City of Wilm. Harbor Board 44.00 001 (R) 2.06 ac. Rollins Outdoor'Advertising Inc. 50.00 040 (L) 0.74 ac. Jess Auto Supply Inc. 50.00 039 (L) 6.05 ac. Delaware Humane Association 50.00 038 (L) 1.55 ac. Leonard Yermal & C. H. Tefke 50.00 037 (L) 1.02 ac. John Staeffler 50.00 036 (L) 2.12 ac. Henry W. Rutkowski & wife 50.00 035 (L) 1.89 ac. Frederic G. Krapf & sons 50.00 032 (R) 8.43 ac. Charles J. Lang 50.00 034 (L) 1.05 ac. William J. Maher Jr. & wife 50 00 033 (L) 0.52 ac. State of Delaware -70- Hundred Map No. Parcel No. Size Ownership Bank. 50.00 009 -(L) 1.77 ac. Frederic G. Krapf & Sons 50.00 008 '(L)' 1.24 ac. Frederic G. Krapf & Sons 50.00 006 (L) 1.03 ac. Certified Concrete of Del. 43.00 021 ( R) 3.16 ac. DCCar Corporation 43.00 020 (R ) 3.20 ac.. Zallea Brothers Inc. 43.00 019 (R) 1.87 ac. Wilco Realty Co. Inc. 43.00 028 (R) 0.20 ac. National Passenger Railroad Corp. 43.00 015 (R) 1.36 ac. Transportation Associates 43.00 014 (R) 0.27 ac. Transportation Associates 43.00 013 (R) 1.07 ac. ..P & P Enterprises Inc. 43.00 007 (R) 1.02 ac. B & 0 RR Co. 43.00 006 (R) 0.98 ac. B & 0 RR Co. 43.00 005 (R) 0 * 85 ac. Berger Company 43.00 003 (R) 2.15 ac. Wesley Realty Co. 43.00 004 (R) 0.94 ac. Equipment Clearing House 43.00 002 (R) 2.93 ac. State Dept. of Cam. Affairs & Eco. 43.00 010 (L) 1.29 ac. Thcmas & Anita McBride 43.00 009 (L) 0.48 ac. City of Wilm. Water Department 43.00 008 (L) 2.44 ac. Samuels Realty Co. 42.00 015 (L) 0.37 ac. Delmarva Power & Light 42.00 006 (R) 8.70 ac. Delmarva Power & Light 49.00 005 (R) 15.29@-ac. HUB Marine & Industrial 49.00 003 (R) 3.93 ac. Wilm. Ind. Realty Corp. 49.00 006 (L) 0.01 ac. George Mellon Jr. & wife 49.00 007 (L) 5.00 ac. H.Schwartz & sons 49.00 008 (L) 1.92 ac. Wallace Axselle 49.00 009 (L) 5.50 ac. Shellhorn & Hill 49.00 010 (L) 2.58 ac. Natalie: Rita Gordon 49.00 Oil (L) 6.03 ac. Shotmeyer Oil Co. 49.00 012 (L) 2.09 ac. James T. Collins 49.00 013 (L) 4.29 ac. William & Maxine C. Lamplugh 49.00 014 (L) 5.18 ac. State Dept. of Comm. Affairs & Eco; 57.00 001 (L) 3.82 ac. Elizabeth H. Walker 57.00 002 (L) 3.18 ac. VAPAT Inc. 57.00 003 (L) 3.16 ac. VAPAT Inc. New Castle Hundred 1.00 062 (L) 1.67 ac. Tire Sales and Service Inc. 1.00 061 (L) 1.93 ac. Tire Sales and Service Inc. 1.00 002 (L) 1.62 ac. Frederic G. Krapf Jr. & wife 1.00 009 (L) 3.70 ac. Irene Casper 1.00 056 (L) 9.07 ac. O'Brien Realty Corp. 1.00 065 (L) 2.90 ac. Delmarva Pcwer & Light 1.00 012 '(L) 13.50 ac. New Castle Historical Society 1.X 013 (L) 15.10 ac. Homer W. Booker Jr. 8.00 001 (L 43.66 ac. DuPont Cr-mpany 8.00 002 (L) 21.64 ac. Dominic A. Necastro 8.00 010 (L) 5.06 ac. Earl'L. Vandenhe'uvel & wife Oil @(t) @7.94 ac. Edward Crescenzo 8.00 015 (L) 1.90 ac. Jams & Susanne Baker 8.00 016 -(L ) 1.84 ac. B & F Towing and Salvage Co. 8.00 017 (L) 1.76 ac. Roland Hamilton & wife -71- Hundred -Map No. Parcel No. Size Ownership -Bank. 8.00 018 '(L)' 1.73 ac. Edward F. Klosowski & wife 8.00 019 m) 1.73 ac. Allen J. & Johnnie Russell 8.00 020 (L)' 1.70 ac. Genis Enterprises 8.00 021 (L) 5.73 ac. Delmarva Power & Light 8.00 035 (L) .2.78 ac. John R. Hardy 8.00 025 (L) 3.29 ac. Judson Goldsborough & wife 8.00 026 _(L) 1.92 ac. J. Sutton Hamilton 8.00 027 (L) 4.76 ac. Horisks Salvage Pool Inc. 8.00 037 (L) 4.69 ac. Joseph T. & Bernice Morgan 8.00 034 (L) 1.96 ac. Edward & Daniel Waxman 8.00 028 (L) 1.35 ac. Delmarva Power & Light 12.00 001 (L) 5.32 ac. Sante & Aldine Volpe 12.00 002 (L) 4.00 ac. State Dept. of Cam. Aff. & Eco. Dev 12.00 003 (L) 3.80 ac. Edward & Pat Breitenbach 13.00 003 (L) 26.49 ac. State of Delaware 12.40 017 (L) 5.81 ac. William J. McKinney 12.40 018 (L) 2.00 ac. Raymond L. & Theresa C. Rash 12.40 019 (L) 2.09 ac. Raymond Cathell & wife 12.40 020 (L) 1.96 ac. Theodore Grunza 12.40 021 (L) 1.65 ac. Anthony F. Ruggiero & wife 12.40 022 (L) 4.00 ac. William R. Jr. & Darlyn..Reed 12.40 055 .(L) 1.33 ac. William R. Jr. & Darlyn Reed 12.40 023 (L) 1.32 ac. William R. Jr. & Darlyn Reed 12.40 024 (L) 1.31 ac. James T. Dailey & wife 12.40 025 (L) 2.16 ac.. Albert A. Donofrio & wife 12.40 026 (L) 1.12 ac. Charles G. Ryan Jr. & wife 12.40 027 (L) 2.46 ac. Myron J. Long 12.40 Oll (L) 1.02 ac. Herlel Corp. 12.40 012 (L) 0.92 ac. Herlel Corp. 12.40 013 (L) 0.84 ac. Herlel Corp. 12.40 014 (L) 2.53 ac. John E. Steele & wife'. 12.40 015 (L) 2.47 ac. Conrad A. Rexroad & wife 12.40 001 (L) 4_00 ac. Conrad A. Rexroad & wife 12.40 002 (L) 1.30 ac. Michael L. Maiorano 12.40 054 (L) 1.15 ac. George A. Maicrano & wife 12.40 059 (L) 1.00 ac. Paul Sr. & Joyce Fitzwater 12.40 003 (L) 0.86 ac. Clarence L. & Eleano Sheats 17.20 001 (L) 0.73 ac. Clarence L. & Eleano Sheats 17.20 002 (L) 0..66 ac. Mary Chambers 17.20 003 (L) 0.61 ac. Woodrow Chambers 17.20 004 (L)' 0.53 ac. George P. Eleckho & wife 17.20 005 (L) 1.08 ac. Joseph G. Marinari & wife 17.00 001 (w 1.10 ac. State of Delaware 17.00 002 (L)' 3.80 ac. Arthur C. Lamborn & wife 17.00 003 (L) 18.54 ac. Mildred L. Sannit,et. al. 17.00 004 (L) 31.86 ac. moore Brothers Inc. 17.00 005 '(L) 40.00 ac. State of Del.-Division of Motor Vel 17.30 001 M), 28.58 ac. L6vy Court of'New Castle County 23.10 001 12.06 ac. State of Delaware 23.00 001 44.40 ac. L6vy Court of New Castle County -72- Hundred Map No. Parcel No.. Size, Ownership -Bank 23.00 009 (L) 1.39 ac.' New Castle County 28.00 025 @(L) 85.82 ac. New Castle County 28.00 041 (L) 4.58 ac. New Castle County 28.00 001 (L) 18.25 ac. Racbej-:-P. Justi_s 28.00 006 (L) 1.85 ac. James.E. Brocmall wife 28.00 007 (L) 2.61 ac4 State of Delaware 28.00 020 (L) 43.85 ac. State of Delaware 28.30 243 (L) 57.17 ac. Rivers End Inc. 32.00 001 (L) 1 24.87 ac. Wilmington Suburban Water Co. This parcel has been 32.00 002 (L) 173.38 ac. Smalley's Dam Venture Inc. divided into indivi- 38.00 001 (L) 121.12 ac. Whittington Sand & Gravel dual lots-Taylortowm . 43.00 003 (L) 120.19 ac. Abram P.'Fox & wife 43.00 002 (L) 32.29 ac. Delmarva Power & Light 38.30 001 (L) 38.62 ac. James P. Brennan--Trustee 38.30 182 (L) 1.09 ac. J & A Properties Inc. 42.00 001 (L) 16.88 ac. William Saienni & wife Christiana Hundred 44.10 002 (R) 11.69 ac. Wilmington Ind. Realty Corporation 44.10 003 (R) 56.12 ac. HUB Marine and Ind. 44.10 004 (R) 14.32 ac. Delmarva Power & Light 43.40 055 (R) 130.00 ac. New Castle County 48.10 001 (R) 4.52 ac. New Castle County 47.20 416 (R) 30.94 ac. New Castle County 47.40. 006 (R) 11.49 ac. Edgar T. & Thetis R. Harvey 47.30 108 (R) 47.15 ac. DuPont Ccmpany 46.40 310 (R) 317.10 ac. DuPont Company Newport Town 04.00 030 (R) 13.22 ac. Edgar T. & Thetis R. Harvey 04.00 033 (R) 0.34 ac. Edgar T. Harvey 04.00 02.1 (R) 23.62 ac. Commissioners of Newport 04.00 020 (R) 19.35 ac. Howard P. Wilson 04.00 019 (R) 1.09 ac. DuPont Ccmpany 04.00 017 (R) 0.49 ac. DuPont Company 03.00 090 (R) 0.26 ac. John J. Cassidy Jr. & wife 03.00 089 (R) 0.19 ac. Albert L..Freeman & wife 03.00 088 (R) 0.11 ac. DuPont Company 03.00 087 (R) 0.11 ac. Rachel P. Justis 03.00 086 (R) 10.11 ac. State of Delaware 03.00 096 (R) 0.39 ac. State of Delaware 03.00 084 (R) 0.20 ac. Delmarva Power & Light 03.00 083 (R) 9.10 ac. DuPont Company White Clay Creek 19.00 032 (R) 515.77 ac. Artesian Water Co. 25.10 095 (R) 44.69 ac. Capano Development Co. 24.00 013 (R) 152.51 ac. Cavaliers of Delaware Inc. 24.00 014 (R) 142.64 ac. F. E. and Maria A. H. Acierno 30.00 082 (R) 243.85 ac. Albert H. Marta, et. al. 30.00 080 (R) 14.60 ac. State of Delaware 30.30 047 (R) 1.47 ac-. Jacob'L. Green & wife 30.30 083 (R) .0.25 ac. State of Delaware 30.30 082 (R) :0.18 ac. John E. Adamson 30.30 081 (R) 0.62 ac. Edward J. Gordon 3d & wife 30.30 067 (R) .0.62 ac. John Gadomski &.wife -73- Hundred Map.No. Parcel No. Size Ownership T-Bank 30.30 064 (R) 1.07 ac. Lillie E. Baker 30.30 063 (R.) 2.45 ac. Lloyd B. Baker &.wife 35.10 003 (R) 0.78 ac. Alwin F.' & Dorothy T..Archer 35.10 004 (R) 1@74 ac. Roy J. Musser & wife 35.10 005 (R) 3.48 ac. Lela G. Cleaver 35.00 012 (R) 20.97 ac. State of Delaware 35.00 Oll (R) @7.88 ac. State of Delaware 35,00 014 (R ) 2 21.45 ac. Delmarva Power &,Light 2This parcel has been 34.00 037 (R) 78.45 ac. Wilmington Suburban Water Corp. subdivided into two 34.00 026 (R) 0.04 ac. Ann B. Hutson parcels, 58.99 ac. 34.00 027 (R) 0.09 ac. Alan R. Gregor and 19.46 ac.-- 34.00 028 (R) 5.09 ac. Ann B. Hutson Wilmington Suburban 38.00 042 (R) 29.63 ac. Delaware Canoe Club Water Corp. 38.00 043 (R) 12.00 ac. Marvin & Anna Hershberger 38.00 044 (R) 107.41 ac. Eastern States Construction Co. 41.00 005 (R) 46.29 ac. Charles A. Walther Jr. 41.00 002 (R) 105.85 ac. Associated Capitol Inv. Inc. 41.00 009 (R) 8.82 ac. Frank E. Acierno 41.00 010 (R) 8.82 ac. Frank E. Acierno 40.00 018 (R) 37.64 ac. Frank E. Acierno 40.00 016 (R) 138.13 ac. A. Gray & Donald L. Magness 37.30 017 (R) 12.18 ac. Pierce Builders Inc. 37.00 017 (R) 6.42 ac. Charles W. Mullins 37.00 013 (R) 8.14 ac. Clarence S. Reed Jr. 37.00 010 (R) 77.13 ac. Edgar T. Harvey Jr. & wife 36.00 006 (R) 60.59 ac. Jesse E. Gorman & wife 39.00 001 (R) 21.88.ac. Vernon Camly & wife 26.00 002 (L-R) 39.09 ac. Edward C. Wilson & wife 26.00 003 (L-R) 7.21 ac. Arthur P. Mayer & wife 26.00 001 (L) 45.74 ac. DuPont Company 20.10 018 (L-R) 1.60 ac. W. Eugene Renn & wife 13.00 046 (L) 1.57 ac. Charles K. Skinner 13.00 042 (L) 2.59 ac. David E. Lamb & wife 13.00 043 (L-R) 3.08 ac. William J. Lawler 13.00 041 (L-R) 158.60 ac. Ates-Kay Company 07.30 039 (R) 1.61 ac. Elnily M. Eppes 07.30 038 (R) 10.76 ac. Val E. Arnsdorf & wife 07.30 037 (R) 1.01 ac. Emmett J. Conte Jr. & wife 07.30 036 (R) 3.81 ac. Alvin L. Acker Jr. & wife 07.30 035 (R) .1.00 ac. Bridle Brook Inc. 07.30 034 (R) 1.12 ac. Christoper C. & Mary Mench 07.30 033 (R) 1.10 ac. David W. & Helen St. Clair 07.30 032 (1@) ---,,0494 ac. Raymond K. Arzinger & wife 07.30 031 @(L--@R) 0.91 ac. George J. & Mabel C. W. Henry 07.30 030 (L) 0.93 ac. Bridle Brook Inc. Pencader Hundred 19.00 006 (L) 3.93 ac. James-F. Beckley & wife 19.00 005 (L) 8.57 ac. Jan@--s P. Brennan & wife,@ et. al. 15.00 001 (L) 196.35'ac. Donald L.* and Gray A. Magness 14.00 073 (L) 161.60 ac. John A * Sniadowski, et. al. 14.00 066 29.10 ac. Delma rva Power & Light -74- Hundred Map No.. Parcel No. Size@ Ownership -Bank. 14.00 054 (L) 2.00 ac. State of Delaware 14.00 051 (R) 52.44 ac. Vernon Comly 14.00 043 (L 82.09 ac. Delmarva Power & Light 14.00 b80 (R) 2.65 ac. Bruce F. Harvey. 14.00 044 (L-R) 33.97 ac. Dayett.Mills Inc. 10.00 009 (L-R) 229.19 ac. Edward-.W.@ Cooch " Jr. 09.00 035 (R) 0.37 ac. John-H. Jr. & Elnora Davis 09.00 032 (L) 37.43 ac.' Trustees of Welsh Tract Bap. Church 09.00 034 (L) 1.72 ac. William P. & Virginia Wegman 04.00 M (L) 16.73 ac. Manor Real Estate Co. 01.00 001 (L) 105.44 ac. Pauline A. Mayer Inc. 01.00 007 (L-R) 8.06 ac. Perry L. Munday & wife Newark City 47.00 005 (R) 11.39 ac. F. Schumacher & Co. 46.00 037 (R) 0.39 ac. Charles A. & Rebecca Weber 46.00 036 (R) 0.45 ac. William Trush & wife 46.00 035 (R) 0.62 ac. Cloyce H. Heegard & wife 46.00 034 (R) 0.49 ac. William J. Clancy 3d & wife 46.00 033 (R) 0.74 ac. Benjamin J. Southman & wife 46.00 032 (R) 1.15 ac. Bryon N. Baer & wife 46.00 030 (R) 0.92 ac. Eugene L. Fraze & wife 46.00 029 (R) 1.38 ac. Samuel L. Dowell & wife 46.00 028 (R) 1.90 ac. Alexander Botluck & wife 46.00 024 (R) 3.36 ac. Colando Corp.--Joe Martin 46.00 094 (R) 0.78 ac. James F. Wood Jr. & wife 44.00 074 (L) 2.02 ac. City of Newark 44.00 078 (R) 5.40 ac. Benson Associates 44.00 075 (L) .2.30 ac. Benson Associates 44.00 076 (R) 1.90 ac. Newark Land Inv. Co. 44.00 020 (R) 0.35 ac. John S. Coates 44.00 019 (R) 0.46 ac. Patricia R. Rockwell 44.00 018 (R) 0.50 ac. Stanley W. Smith & wife 44.00 017 (R) 0.48 ac. Robert E. Snyder & wife 43.00 139 (L-R) 43.71 ac. City of Newark 43.00 138 (L) 4.99 ac. City of Newark 39.00 004 (L-R) 34.29 ac. State of Delaware 39.00 003 (L-R) 1.83 ac. City of Newark 38.00 001 (L-R) 39.02 ac. Manor Real Estate Co. 34.00 053 (R) 8.50 ac. Manor Real Estate Co. 34.00 050 (R) 15.01 ac. Pauline A. Mayer Inc. 23.00 032 19.72 ac. Mortgage Investors of Washington 23.00 033 (L-R) 4.52 ac. City of Newark 23.00 034 (R) 11.44 ac. Catherine R. Williams, et. al. 23.00 030 (L-R) 10.56 ac. City of Newark 18.00 058 (R) 12.09 ac. Board of Ed.--Newark Special School 11 18.00 432 (L) 2.10 ac. City of Newark 12.00 279 (L-R) 14.71 ac. City of Newark 12.00 102 (R) 0.24 ac. Larry W. Martin &.wife 12.00 101 (R) .0.24 ac. Thomas-C. Maddux & wife 12.00 100 (R) 0.23 ac. Edward J. Guringo & wife 12.00 099 (R) 0.22 ac. H. James Dobbs -75- Hundred Map No. Parcel No. Size Ownership -Bank 12.00 098 (R) 0.26 ac. Trevor N. Jr. & Linda Dupuy 12.00 096 (R) 0.26 ac. Lillian Grant 12.00 095 (R) 0.25 ac. George B. Marline Jr. & wife '12.00 087 (R) 0.59 ac. Harry P. Graham & wife 06.00 010 (R) 0.36 ac. Lester C. Gerard Jr. & wife 06.00 Oll (R) 0.43 ac. City of Newark (L) indicates the left bank and (R) indicates the right bank of the river travelling upstream Source: Real Estate Atlas of New Castle County, Delaware. (Seventh Edition: 1980) Miami, Florida: Real Estate Data, Inc. -76- Appendix 2 WATER QUALITY TECHNICAL ANALYSIS Water Quality Standards The Delaware Department of Natural Resources and Environmental Control (DNREC) has established standards for rivers and streams to meet water quality goals. The water quality guidelines used in developing standards is stated as follows: It is the policy of the State to maintain within its jurisdiction a reasonable quality of water consistent with public health and public recreation purposes, the propagation and protection of fish and wildlife, including birds, animals, and all other terrestrial andl aquatic life, as well as the industrial development of the State. The official Delaware stream quality standards are provided in Table A-1 and do not differentiate among various water uses such as swimming and fishing. Table A-1 DEEAVPM WATER QUALITY STANDARDS Criterion Standard Water Temperature for coastal and estuarine waters: 85'F, with no rise of greater than 40F from September to may or l..50F from June to August for non-tidal streams: 8.50F, no rise of greater than 5OF dissolved oxygen non-tidal portions: daily average 5mg/l, minimum 4ng/l tidal portions: daily average 6mg/l, minimum 5rng/l turbidity for coastal and estuarine waters: monthly .average 40 JTIJ, maximum 150 JTU for non-tidal stream: not to exceed natural back- ground by more than 10 JTU, maximum 25 JTU suspended solids less than 25mg/1 for maximum protection of aquatic life less than 80rng/1 for moderate protection of aquatic life 'Water Quality Standards For Streams, DNREC,(1979). -77- Table A-1 continued Criterion Standard. fecal coliform maximum log mean 200 col./100.ml total coliform 70 per 100 ml/median; not more than 10% of all samples may exceed 230/100 ml pH 6.5 to 8.5 total alkalinity not less than 20 mg/l as CaCO3 total acidity not to exceed alkalinity by 20 mg/l at any time alpha emitters maximum 3 pc/l beta emitters maximum 1000 pc/l phenolic compounds non-tidal portions: .01 mg/l tidal portions: .005 mg/l toxic substances DDT: .001 ug/l PCB's: .001 ug/l Aldrin: .003 ug/l Benzidine: 0.1 ug/l Dieldrin: .003 ug/l Endrin: 0.2 ug/l Toxaphene: .005 ug/l ammonia N not to exceed .4 mg/l total N not to exceed 3.0 mg/l total dissolved solids not to exceed 250 mg/l of which the sulfate portion may not exceed 100 mg/l flourides .2 mg/l Source: Delaware Department of Natural Resources and Environmental Control. Delaware 1980 Water Quality Inventory. -78- Although these@standards will be used as the basis for water quality anal ysis of the Christina, it should be noted that certain water uses require higher standards. For example, the Delaware River Basin Comm ission has developed standards for dissolved oxygen content in fishable waters. The minimum require- ments are a seasonal ave .rage of 6.5 mg/l and a minimum at one tine of 4.0 mg/l. The recommended minima are 5.0 mg/l for the summer season and 6.0 mg/l for the spring season. 2 Water Quality Assessment The Delaware 1980 Water Quality Inventor reporting'the findings of the 1979 sampling program, indicates that water quality of the Christina River is improving. On the Lower Christina, all stations showed improvement since 1977. with respect to dissolved oxygen, total nitrogen, organic nitrogen, ammonia nitrogen, nitrite nitrogen, pH, lead, copper, nickel, manganese, and zinc. However, levels of fecal coliform bacteria showed no improven-ent since 1977, 3 and 2 stations were over State and EPA limits. Point source discharges had also decreased sharply. On the Upper Christina, however, only slight improve- ments in water quality were observed since 1977. Saturation of dissolved oxygen and gross amount of dissolved oxygenhad increased and these factors were rarely a problem. No readings were in violation of state standards. Some ffetals concentrations improved, though the Upper Christina was judged to have low assimilative capacity and problems with fecal coliform bacteria were observed, especially in the northern areas. 4 2 Dissolved Oxygen Requirements of a."Fishable" Delaware River Estuary, Ad-Hoc Task Force to Evaluate Dissolved Oxygen Requireimnts of Indigenous Estuary Fish. Report to the Delaware River Basin Commission. 1979. 3 DNREC, Delaware 1980 Water Quality Inventory; p. 69. 4 Ibid.; p. 71. -79- The DNREC Technical Services Division has made a*vailable for this study the results of the 1980 water quality sampling, whi ch were'used in the detailed water quality assessments. Tables A-2 through A-5 show the results of the sampling at 11 locations on the Christina for each of the four yearly seasons. These results were then compared with the State Water Quality Standards for Streams. It should be noted that some criteria were cited as being in violation even if the result is within the standards, Although the seasonal average may not be in violation, a violation was recorded at a particular point in time. Table A-2 WATER QUALITY SAMPLING-WINTER Christina River Samplipg Stations Third St. Route Smalley's Walther Salem Route Old Chestnut Persimmon Elkton Nottingham Criteria Bridge 41 Pond Dam Road Ch. Rd. 72 Balt. Pk. Hill Rd. Run Road Road Dissolved 13.1 14.1 14.3 13.6 13.1 13.3 15.0 15.3 13.8 14.7 14.6 oxygen (mg/1) pH 7.2 7.2 7.2 7.0 7.6 6.8 6.9 6.9 6.9 6.8 7.1 Alkalinity 44.7 46.5 22.3 22.0 17.7* 18.0* 28.0 25.0 21.3* 24.0 20.5 (mg/l as CaCO 3 co Acidity 5.0 4.5 4.7 5.5 4.5 5.5 8.0 4.5 6.3 5.0 5.5 (mg/l as CaC03) Fecal coliform ba'cteria 623.3* 125.0 50.0 20.0 10.0 25.0 30.0 20.0 10.0 15.0 120.0 (colonies/100ml) Turbidity (units) 16.7 7.5 7.0 7.0 13.0 15.0* A. 0 2.5 3.0 2.0 1.5 Ammonia N (mg/1) .48* .12 .13 .10 .11 .10 .20 .20 1.73* .10 .10 Total N (mg/1) .98 .65 .45 .55 .35 .65 .50 .45 2.0 .25 .40 Total Violations 2 0 0 0 1 2 0 0 2 0 0 *-violation Source: DNREC Technical Services Division @A 0 0 N (D (11), r-r r-r 0 0 La In rr W CL ca C) (D rD 0 < (D D) 0 In ul H. (D rt, F, rt, c2j (D 0 1 f-h 0) rr CD 0 rr F-I CD C) 0 Lo w 0 ::1 rt, @-3 @3 Lrl N) 4@- F- LI) Oj ai La (D (f) cr) (D F-j C) co C) @-j C: 00 (D F- In aj H. CD 0 C) Lo NJ 0) ril F- aj = (D Ul L'i C (D F-I Rj a F- U) :3 En (D 0) > 20 &0 0 -j 100 F-j ID C) (D Lo En (n ril rt, 0 Ln CD w N) W Ul F@ (D At.. F- W C) C) 00 0 C) rt, C; 0 -_j LJ F- L'i F- F- 77 Ul L'i w rl?l LI) F- rr CD LAJ CD ci aN C@ 0 0 rlr p n o La In w rr w -11, En n (D 0 n 2 :1 F- (D W 0 rn (D C) rr H- F- C) 0 0 ::; M cn CD N) Ul C:) Ul t) ci oj (D U) (D U-1 r.. 100 Eli co -11 __j F- C I%j cn r_j F_ 0 !10 (D CD l_< UT @j w rt, w LO Art., CD Qj :r N Lq (D n w @j CD Ln rt Ln Ln i- cn ::% a) 0 H FO tQ t1i Ln CD CD CD CD Ln w rr rp 0 F- @o Ln Ln . B w IV CD w x F- M cn N Ul CD CD CD Ln C: CD In Un CD ul Ln N CD CD w @0_ r,,"- CD CD CD L9 ;b.. co = Ln CD oj t-0 0 (D 0 n 0 ,,a X, rr W ll@ 0 (D P- (D 0 :j " 1 < H. Fl- H- Cl Di ::I < < H. (D W 0 (n H- (D rt (D, ai 0i r1f, C) H- CD 0 :3 cn (D n F@ co 0. C, CL F@ Lo Lo @n w C) -_j 0 (D (n C:) 0 (D ON a@ (D w @j rt C) C) C) NJ Eli (D Ff F" 0 C@- C) F- C) Ff w Ul H. CD Ul Ul ft C) p- :5 -j H. cn t1i < @-4 CD Fo C:) C@ CD tQ co (D U'l Ul m rr Ff w 0 H. 0 C) :3 C) -j U-1 Ul F' C) 110 tQ CD C) C:) CD C) co F@ w Lo w Ul CIO CD 0 MCNODMI saricuqvs oN SELECTED REFERENCES -85- SELECTED REFERENCES C. J. O'Donnell,.F. R. Selby, and William J. Cohen,, Background Information: Delaware Urban Waterfront Project, (William J. Cohen and Associates, Inc.) prepared for the Delaware Of f ice of Managementr Budget, and Planning (1979) . New Castle. County Areawide Waste. Treatment Management .(208) Program, Capability Mapping as a Means of Improving Environmental Quality: Prerequisites and Methods, (1977) Cherry Island Urban Design Study, Philadelphia, PA: University of Penn- sylvania, (1969). Joachim Tourbier, The Christina Basin: The Protection of Water Resources as a Basis for Planning In Developing Areas, University of Delaware: Water Resources Center (N. D.). New Castle County Department of Planning, Christiana Preservation.Plan, (1977). J. Tourbier, "The Christina Project--Environmental Protection in Urban Growth Areas." Urban Land (September 1972). City of Newark, Delaware, Planning Department, Christina River Property 2ad, Natural Features Survey (1977). W. Cohen and J. Hall, Christina River Stream Valley Guidelines for Acquisition and Financing, Newark, Delaware, Planning Department (1977). Kendree and Shepherd Planning Consultants. City 2f Newark Comprehensive Developffent Plan Volume II. Philadelphia, Pennsylvania: Kendree and Shepherd, (1969). Delaware Office of Managment, Budget, and Planning. Delaware Coastal Management Progr and Final Envirorcental Impact Statement (1979). A. L. Strong, S. Slade, F. Crawford, P. Tabas. Delaware Law and Potential Land Use and Performance Controls for the Christina Basin. University of Delaware, Water Resources Center (1972). Division of Historical and Cultural Affairs, Delaware Preservation Check- list (1974). C. A. Weslager, Delaware's Forgotten River: The Story of the Christina (Wilmington: Hambleton, Inc., 1947). Delaware Department of Natural Resources and.Environmental Control, Delaware Statewide Comprehensive Outdoor Recreation Plan (1979). Delaware 1980 Water Quality Inventory, DNREC (1980). Ad-Hoc Task Force to Evaluate Dissolved Oxygen Requirements-of.Indigenous Estuary Fish, Dissolved 0xvqen*Requirements of a "Fishable" Delaware River Estuary. Report to the Delaware River Basin Corrmission (1979). -86- Richard C. Reichard, "Distribution of American Shad and Other Anadromous Species in the Tributaries of the Delaware River Basin." Delaware River Basin Anadromous Fishery Project Ccupletion Report (1.979). Delaware Department.of-Natural Resources and Ehvironmental Control, Draft, Delaware River Heritage System. [To be Chapter 74 of the laws of the Sta@_t_e of Delaware] (1981). E. Babig, Draft of Recreational Sur= Model for Delaware, Delaware Nature Education Society (1980). U. S. Army Corps of Engineers, Flood-Plain Information. Christina River (Christiana.Acres to Cooch's Bridge) and Belltown Runs New Castle County, 5@laware (1968). U. S. Army Corps of Engineers, Flood-Plain Information-Christina.River. (Delaware River to Christiana Acres), Wilmington.- New Castle County, Delaware (1970). New Castle County Department of Planning, Lhe Greater Newark Planning District Plan, 1985 (1974). U. S. Army Corps of Engineers, "List of Navigable and Non-navigable Water- ways in the Philadelphia District." (1972). N. Bigelow, A Literary Search for the Christina Basin Project, University of Delaware, Water Resources Center (1972). New Castle County Department of Planning, The Lower Ch@istina Planning District Plan, 1985. (1974). P. Seidenstat, The Market for Water,Based Outdoor Recreation Service in New Castle Coun , Ei@_Iavia_re. Newark, Delaware: University of Delaware, Water Resources Center (1966). Kinsey Assoc iates" Master Development Plan: Coventry Ridge/Lewden Green Park [Christinall, prepared for New Castle County Department of Parks and Recreation (1974). K. R. Demars and R. Richards, Jr., et. al., Mill on the Christina: A Historic Engineering Study of the Dayett Mill Conplex, Uni-versi-,ty of Delaware Department of Ci1Al Engineering (1980). National Urban Recreation Study: Philadelphia--Wilmington-Trenton Area. Washington, DC: Bureau of Outdoor Recreation (1977). New Castle County Department of Planning, New Castle County Bikeway Plan (1979). R. Agnello, L. Donnelley, and R. Kirk, New Castle County Delaware River Shoreline Study, University of Delaware Depa@@nt of Economics and College of Marine Studies (1977). Departmnt of Natural Resources.'an(@- EnvirQraental Control. New Castle County Natural Areas Study (1975). New Castle County Department of Planning, Natural P@Xsical Chacteristics. A County Comprehensive Development Plan Background STudy (19b/). -87- M. Stanton, New Castle County Stream'Use Survey, Water Resources Agency for New Castle 'County (1979). New Castle County.Departnent.of-Planning, The New Castle Coun -2pRer Christina Planning District Plan., 1985 (1.974). B. Coston and J. Thurbier,.(apen.Space Controls for the Protection of Water Resources in the Christina Rivet Basin. Univeristy of Delaware, Water Resources Center 719T2-) New Castle County Department of Planning,.Parks.and Recreation Areas, A County Comprehensive Development Plan Background Study (1967). City of Wilmington Planning Department, A Pilot Plan for Wilmiq2ton's In- Town Riverfront (1979). U. S. Department of Agriculture Forest Service, Proceedings: River Recreation Management and Research Symposium. General Technical Report New Ca7s-tle - 28. North Central Forest Experiment Station (1977). S. O'Byrne' and P. Thoupson, Project R. 0. W., Cityside, Inc. (1981). R. K. Turner, "The Recreational Response to Changes in Water Quality: A Survey and Critique." International Journal of Environmental Studies, (Volume 11, 1977). W. J. Cohen and C. J. O'Donnell, Redevelopment Potential of the Delaware Urban Waterfront (William J. Cohen and Associates, Inc.), prepared for the Delaware Office of Management, Budget, and Planning (1979). Report of the Delaware Tomorrow Commission (1976). Report of the Governor's Task Force on Marine Recreation (1980). Scott J. Beck and Victor J. Schuler, "A Report on Fishes, With Special Reference to Anadromous Species, Taken in Sampling During and After Hydraulic Dregding in the Vicinity of the Wilmington Maine Terminal During April through June 1976." Prepared for the Corps of Engineers, Philadelphia District. Ithaca, New York: Ichthyological Associates, Inc. (1976). A Review of Institutional and Legal a@Eects of Water Supply Policies in Delaware, Part Two (Dover, DE: Departzent of Natural Resources and Environmental Control (1979). B. Kraeuter, Reivew of Nona-Dcmestic Point Source Discharges, New Castle County Areawide Waste Treatment Management Program (1976). A. Demetriou and Linton and Company, Riverfront Study for Wilmington, Delaware. Prepared for the Wilmington Department of Planning and Development, Two Volumes (1977). U. S. Department of Agriculture, Soil Conservation Service, Soil Survey, New Castle County (1970). -88- Roy W. Miller, A Survey on Freshwater Fishi in Delaware. Delaware Division of Fish and Wildlife (1978). Urban Route Bicycle System, City of Newark. City of Newark Planning Department (1973). Department of-Natural Resources and Enviornmental Control. Water Quality Standards for Streams (1970). -89- I INNIIIIIIIIIN 3 6668 00002.9761