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Boat Launch Waterfront Park, and Fireboat Dock-1983
(qq,; Boat Launch, Waterfront Park and Fireboat Dock Alternative Sites DCM COPY DCM COPY HI11.10N PARK SITE / lease do not remove!!!!! ?� Division of Coastal Management CCl�m�l� UIZI o , SEABOARD . RAILROiAD SITE �. oaao 150EBOGO�O0 DO ©OOQ��nrnr-nPF9. 6Sj=j=j=jM1Nq1■MjM§r598 nu2HN fl■■ ■■ A■lillllltllA■■1 7■■ ■■ ■!1�■1�1�l31fA�1 IN m■ ■■■■■Into 0111 ■■ ■ MIN 110■■A -- ■!lllllpllil■il■�'' _ �!�11� �■�i%■■A ! Ililoin■■oil 111.1 Cr7 'S■■I 1.1 E1�I1111 �_Rt��� Wilmington, North Carolina BOAT LAUNCH, WATERFRONT PARK AND FIREBOAT DOCK WILMINGTON, NORTH CAROLINA PRELIMINARY REPORT: NEEDS ASSESSMENT, LOCATION STUDY AND CONCEPT PLAN JANUARY, 1983 The preparation of this document was financed in part through a grant provided by the North Carolina Coastal Management Program, through funds provided by the Coastal Zone Management Act of 1972, as amended, which is administered by the Office of Coastal Zone Management, National Oceanic and Atmospheric Adminis- tration. RM N 0 2LS:D_ 1 1739 CITY of WILMINGTON North Carolina P.O. BOX 1810 28402 City Council City Hall Wilmington, North Carolina 28402 Dear Mayor and Council Members: OFFICE OF THE CITY MANAGEf (919) 762-4323 January 25, 1983 Attached 'is a preliminary report and resolution regarding the Boat Launch,'Waterfront Park, and Fireboat'Dock as requested by Council. The study includes a needs assessment, location selection, and conceptual plan for a recommended site. The report was•prepared by City staff with a planning grant from the North Carolina Coastal Area Management Act program. Of five locations evaluated, a site at the foot of Castle Street immediately north of the Memorial Lift Bridge was selected as the best location for the facility. The 4+ acre size of the recommended tract affords ample room for initial development as well as future expansion. The proposed facility would provide a transitional land use between the Historic District and the industrial area south of the bridge. Access from the street system is excellent as the site is only two blocks from the inter- sections of US 17/74/76, US 421 (Carolina Beach Road), Third Street and Front Street. Identification of the facility with the lift bridge will also aid first-time users in locating the launch. The site is well positioned for pleasure craft use, including the vessels of sportsmen, sailors, and River- fest raft racers. Proximity of the property to the Historic District, Solomon Towers, and the downtown core makes it desirable for park use. The proposed facility would include two ramps with catwalks, parking for twenty to twenty-five cars with trailers, and a combination tie -down and washdown area. A park -like atmosphere would be created by the addition of appropriate trees, shrubs, and signage, and by a waterfront picnic area furnished with tables, benches, grills, and trash receptacles. Lighting for security would include underground installation of power lines to avoid possible contact with sailboat masts. While the conceptual plan provides for a fireboat dock at the site, it is not part of the recommended initial development plan. As outlined in the report, the total estimated cost for constructing the facility is $92,000, without property acquisition and construction of the fireboat dock. Staged development of the total facility could take place as follows: . . -2- Phase I: Site Acquisition -- The current capital budget provides 33,000 for acquisition; however, market value of the recommended site has not been established. Phase II: Boat Launch Development -- Access road, parking, two ramps with catwalks, lighting, and signs are estimated at $83,000. Phase III: Park Development -- Landscaping, picnic tables, grills, benches, and washdown area for boats are estimated at $9,000. These phases can be. scheduled according to the availability of funds. Financial assistance can be sought from sources such as the North Carolina Wildlife Commission and the Land and Water Conservation Fund. The attached resolution authorizes the City Manager to proceed with the detailed plans and studies necessary to implement the plan and to sub- mit applications for grants or other assistance for development of the facility. Passage of the resolution is respectfully recommended. Respectfully submitted, i Ro ert G. Co ity Manager RGC/dmc ATTACHMENT Ury txurnc ir. J xdroduced bye Robert G. Cobb, City Manager Cityof Wilmingt0: North Cami'mo , January '25 ag • RESOLUTION ADOPTING A PRELIMINARY REPORT ON BOAT LAUNCH, WATERFRONT PARK, AND FIREBOAT DOCK FOR THE CITY OF WILMINGTON, NORTH CAROLINA WHEREAS,the Council of the City of Wilmington, North Carolina has recognized the Cape Fear River and its shores as one of the City's'greatest.... natural, economic and community resources; and WHEREAS, City Council has stated its commitment to the river through adoption of the six general policies contained in the 1982 report Wilmington Looks*To The River: " A*Plan For The Redevelopment Of The City's'Waterfront;-and WHEREAS, City Council authorized the City Manager to study alternative sites and to prepare preliminary plans for boat launch facility; and WHEREAS, the report entitled Boat Launch, Waterfront Park,'and'Fire- boat Dock, A Preliminary Report 1) confirms the need fora oat aunt on the Cape Fear River at the City of Wilmington, North Carolina, 2) evaluates several alternative sites and recommends the best site for the facility, and 3) pre- sents'a conceptual plan for development of the site; and .WHEREAS, the recommendations of the report, if carried out, would further the objectives of the waterfront plan. Now, therefore, be it RESOLVED THAT: 1) Council adopt this report which identifies the south side of Castle - Street as the preferred site for a boat launch and related facilities. . 2) The City Manager be authorized to proceed with detailed plans, studies and cost estimates required for site acquisition, taking into. consideration the rights of Pacific Molasses Company, and phased development of the facility. 3) The City Manager be authorized to identify funding sources and sub- mit applications for grants or other appropriations for construction and maintenance of the 'facility. .. ..... ....... MAYOR Adopted at a regular' meeting CERTIFIED. TO BE A TRUE COPY on January' 25 , 1983. ATTEST: CITY CLERK ITY CLERK �� CONTENTS PAGE SECTION 1: SUMMARY, CONCLUSIONS, AND RECOMMENDATIONS . . . . . . 1-1 SECTION 2: NEED FOR A BOAT LAUNCH . . . . 2-1 SECTION 3: SITE EVALUATION CRITERIA . . . . . . . . . 3-1 SECTION 4: SITE SELECTION . . . . . . . . . . . . . . . . . . . . . 4-1 SECTION 5: CONCEPT PLAN FOR SELECTED SITE . . . . . . . . . . . . . 5-1 APPENDICES . . . : . . . . . . . . . . . . . . . . . . . . . . A-1 SECTION 1: SUMMARY, CONCLUSIONS, AND RECOMMENDATIONS 1.1 Introduction This preliminary report was prepared at the direction of the City Council of Wilmington, North Carolina. Funding for the study was provided by a local planning grant from the North Carolina Office of Coastal Management under the State Coastal Area Management Act (CAMA) program. The project team was com- prised of City staff employees from the departments of Engineering, Finance, Fire, Management Services, Parks and Recreation, and Planning. 1.2 Project Objective The purpose of this report may be concisely stated as follows: to locate and design an easily accessible and convenient facility for the launching and trailer- ing of small to medium-sized pleasure boats on the Cape Fear River in the vicinity of downtown Wilmington. Further, to create an aesthetic and functional addition to the urban park system along the riverfront as conditions allow. Consideration should also be given to providing a berth for the City fireboat at the site. 1.3 Design Features The following features were established at the outset of this study as being desirable project elements of the boat launching facility: (1) Two to four concrete boat ramps with catwalks or piers. (2) Sufficient car and trailer parking and -maneuvering space to serve the anticipated demand. (3) Convenient access from the urban street system. (4) Room for future expansion. . (5) Limited temporary dockage space for boats.waiting to be trailered or for those desiring a brief stop at the riverfront (not to serve as a marina, however). (6) Existing or planted vegetation to create an attractive park facility. (7) Other amenities as conditions warrant and funding allows (e.g., light- ing, signage, benches, picnic tables, riverfront walkway, shelter, restrooms, refueling facility, waste pumpage tanks, etc.). (8) Possible berthing space allocation for the City fireboat. 1-1 1.4 Research Method The preparation of this report generally adhered to the following research methodology. (1) Need for the faciiit was assessed by reviewing prior history and plans, by eva uating available fisheries and boating statistics, by conducting an inventory of existing area facilities and by contacts with area boating clubs and organizations. (2) Alternative sites were identified using aerial photographs, property ownership maps and a recent existing land use survey conducted for the riverfront. (3) Site evaluation criteria were formulated and the best site selected based upon the project objective, design features, and several river - front redevelopment principles contained in the 1982 Riverfront Plan. (4) A concept plan for the selected site was drawn:up based upon reviews of other plans and existing facilities, -and consistent with the specific characteristics of the chosen site. 1.5 Conclusions .(1) There is a confirmed strong demand for a boat launching facility on tFe ar Ri Cape Fever i_n mington. (2) The best site for a boat launch is on the south side of Castle Street where i t meets t�Fie river. Based on factors including site size, Ian use, street access, ease of development, and several site suitability characteristics, the Memorial Lift Bridge area was chosen as the best of six final sites examined. (3) The des* of the boat launch facility should include two ramps, arkin for toars with trailers, sufficient room for vehicular maneuvering, courtesy do�cki g, and a separate tie -down area, as well as trees and other amenities to create a park -like atmos here T — bert and__coc Tor . the CTi tyTs new fTi=reboat —sTou�l d—be included T at the site as a cost-effective and convenient means of serving thatthat need. 1.6 Recommendations (1) That Council adopt this report which recommends the south side of Castle Street as the preferred site for a boat launch, urban park, and fireboat dock. (2) That the City Manager be authorized to proceed with detailed plans, studies, and cost estimates required for phased development of the facility. 1-2 (3) That the City Manager be authorized to identify funding sources and submit applications for grants or other appropriations for construc- tion and maintenance. 1-3 SECTION 2. NEED FOR A BOAT LAUNCH 2.1 History Throughout its history, the Cape Fear River in the vicinity of downtown Wil- mington has been used almost entirely for commercial shipping purposes. Rec- reational boaters have been drawn traditionally to the region's sounds and the ocean. As pleasure boating has continued to increase inpopularity-, however, the supply of sound -side boating facilities has been outpaced by the demand. The earliest record identifying a need for a recreational boat launch on the Cape Fear River near Wilmington dates back to the 1940's. At that time, design drawings were prepared for a launch with a series of finger piers at Hilton Park in the vicinity of the Sweeney Water -Treatment Plant. There is no indication that the design was ever carried out. In 1957,.at the request of the New Hanover Fishing Club, City Council authorized several improvements at the foot of Nun Street. Numerous dilapidated wharves, half -sunken barges, and various other heavy debris were cleared away. The street was widened and paved for the full width of the City -owned right-of-way to accommodate boats and trailers. A "safety gate" was installed over concern that unwary motorists might accidentally drive into the river. Under agreement with the adjacent property. owner, the site immediately to the south ,of Nun Street was also cleared, graded, and planted for use as an unofficial park Records indicate that this project was completed and maintained in reasonable shape for a number of years. In recent years, however, the.Nun Street site has received,little maintenance attention, with improvements limited to occasional clearing of vegetation, and the installation of trash receptacles. The 1976 Parks, Recreation, and Open Space Master Plan for Wilmington and New Hanover County, prepared by Gardner Gid ey_and Asso is ates, called for a water- front park on the river stretching from Nun Street south to the Memorial Lift Bridge. While the plan included a boat launch at the park, it is not clear whether a new launch was intended or simply improvements to the existing ramp at Nun Street. In 1978, a riverfront concept plan prepared for the City by Stone and Associates also called for a recreational boat launch, identifying the area near the vicinity of Castle Street as the desired location. In 1982, Wilmington Looks To The River: A Plan For the Redevelopment of'the City's Waterfront, prepared —by the WilmingMan—tonning Department, identified the Hilton Park and Castle Street areas as possible locations for one or more boat launches with associated park facilities. Also in 1982, City Council authorized the application and acceptance of a $12,000 Coastal Area Management Act planning grant to prepare this report and design the facility. Concomitant with the planning grant application,'Council- placed $33,000 in the City's capital budget for the purpose of site acquisition during fisca1-1982-83. 2-1 2.2 Fishing and Hunting on the Cape Fear By all available accounts, the Cape Fear River in the vicinity of Wilmington is under -fished and under -hunted. While hard data on non-commerdial wildlife catches is not available, interviews with area sportsmen consistently yielded this viewpoint. In addition, most fishermen and hunters stated that a lack of suitable access was a primary reason for the present underuse of the river. Those sportsmen who do use the river at Wilmington are a determined group, putting up with hazardous launching conditions, no fuel availability for many miles in either direction, and frequent break-ins to their automobiles. (See table 2.2.1. ) Table 2.2.1 Automobile.Break-Ins, Thefts, and Damage Reported in the Zero Block of Nun Street June 1979 to September 1982 (By Month and Day of Week) Sun Mon Tues Wed Thurs Fri Sat Jan X 1 Feb X X X 3 Mar X X 2 Apr X X 2 -.- May 0 Jun X X 2 Jul XX X X XX X 7 Aug X 1 Sep X X 2 Oct X X 2 Nov XX X 3 Dec X 1 Sun Mon Tues Wed Thurs Fri Sat 5 5 1 2 6 2 5 26 Total Crimes Source: Computer printout of records maintained by the Wilmington Police Department. 2-2 Recently, fishermen have been observed parking their cars and trailers on Nun Street near its intersection with Front. This may be a response to security problems (i.e., frequent break-ins) to automobiles left near the foot of Nun Street. Despite the conditions, a substantial number of sportsman/boaters continue to use the Cape Fear in search of -bass, 'shad, eel, duck, and other wildlife. Fishing is especially popular during the Spring and Fall, with duck hunting occurring predominantly during December and January. Statistics on non-commercial catches of seafood -are not available. How- ever, an examination of recent Marine Fisheries records for commercial landings provides some idea of the variety of fish found in the Cape Fear: Table 2.2(2) Cape Fear River Commercial Catches Summarized 1980 1981 Species Pounds Value Pounds Value Bluefish -- -- 1,796 323 Catfish 178,038 56,253 1819893 63,476 Croaker -- -- 2.,118 819 Flounder. -- -- 2,392 1,510 Mullet 29,570 8,318 19,551 5,549 Grey Trout -- -- 7,419 2,437 Shad 45,486 23,469 52,911 32,778 Spot 20,746 6,228 7,086 2,159 Striped Bass 17,418 22,558 7,394 7,394 Sturgeon.. .. 2,841 994 -- -- Misc. Finfish 14,634 12,531 18,607 12,908 TOTAL FINFISH 308,733 130,351 301,167 129,353 Blue Crabs 767,235 1539448 810,075 169,240 Shrimp (Headson) 154,291- 273,563 76,175 155,462 Clams 90,638 385,720 108,172 470,516 Oyster 5,873 .6,908 5,024 5,627 Misc. Shellfish 3,995 811 3,450 . 708 TOTAL SHELLFISH 1,022,032 820,450 1,002,896 801,553 TOTAL 1,330,765 950,801 1,304,063 930,906 Note: Some figures for individual.species-.are suppressed to preserve confi- dentiality of business enterprise. Source: North Carolina Division of Marine Fisheries. Statistics for waterfoul hunting are not available, though duck hunting is widely reported in the extensive riverine wetlands north and south of Wilmington and along the Brunswick River west of the City. The New Hanover County chapter of Ducks Unlimited has roughly-225 members. An estimated 500 to 600 residents of the County are reported to be duck hunters. 2-3 2.3 ' Pleasure Boating General pleasure boating on the river near Wilmington has picked up considerably in the past few years. The interest in boating seems to be paralleling im- provements being made along the shore. Developments such as the Cotton Ex- change, the Hilton, the Fishmarket Restaurant`, and Chandler's Wharf are -sig- nificant contributions of the private sector tothe beautification and economic revitalization of the riverfront. The public sector has also taken an active interest with notable investments made along Front, Water, and Market Streets. Wilmington's Waterfront Plaza Park has reclaimed the foot of Market Street as the logical focal point of the City's riverfront. The new ferry landing, an integral part of the.park, is a strong physical reminder of downtown Wilmington's historic ties to the river. The U.S.S. North Carolina Battleship Memorial is a dramatic visual asset on the west side of the river immediately opposite downtown Wilmington. Some 250,000 visitors are drawn to the battleship annually. Active river vessels adding interest to the area include the U.S. Coast Guard Cutter "Northwind", numerous brightly painted working tugboats, the Captain J..M. Maffitt tour boat, and various commercial barges and ships. Collectively, these land and water sights create an interesting, appealing environment for pleasure boating on the Cape Fear. As improvements along the shore continue, there is little reason to believe that interest in river boating should not also heighten. 2.4 Special Events Interest in boating on the river has received impetus from an increasing number of special events and festivals held on the waterfront. Large numbers of boaters are brought out during -the Azalea Festival in April, the Independence Day Celebration and Fireworks display in July, and the Riverfest held annually in October. In addition, the Waterfront Plaza Park opposite the steps of the Federal Building now provides a suitable area for a variety of entertainment and cultural events. Since the park's dedication in the Spring of 1982, the plaza area has played host to craft shows, dance troupes, and a host of musical performers. Because of the open design of the plaza (i.e., the river provides a backdrop), these entertainment shows can be viewed from the river as well as from the steps of the Customs House. Over the years, the Hilton Hotel has also developed a reputation for outdoor entertainment at its courtyard pool and hospitality dock. These activities are not limited to holiday or festival weekends, but occur increasingly throughout the year. Even more important than these general interest activities are several annual events well suited for the boating public. They are separately discussed as follows: 2.4.1 Riverfest Raft Race Raft races have been a growing phenomenon.throughout the country in recent years. Wilmington held its fourth annual race in 1982 in conjunction, as 2-4 customary, with the Riverfest celebration. Each year the rafts vary consider- ably in size, shape, and level of design sophistication, as well as crew attitude about winning. The event is considered by many to be the highpoint of the annual river festival, providing as much entertainment to those on the shore as to those riding the 150 to 200 rafts which typically enter. For the first three years of the race, the rafts.were taken out and trailered at the foot of Nun Street. Problems of inadequate parking, steep grade, a poor ramp surface, no dock, and crowding spectators caused heavy congestion and were troublesome to raft race organizers. In 1981, the finish line was placed at the top of Nun Street (intersection of Front) in hopes of expediting the clearance of rafts from the ramp area. Problems persisted. In 1982, the finish line was placed at the Memorial Lift Bridge and rafts were taken out at facilities provided by Cape Fear Towing Company on the West side of the river, south of the bridge. The raft race chairperson has stated that the use of these or other private facilities are on a year-to-year basis with no guarantee for future use. A permanent publicfacility on the river south of the downtown would be of considerable assistance to future raft races. 2.4.2 Riverfest Invitational Sailing Regatta A second special boating event held during the annual Riverfest is the Invita- tional Sailing Regatta. 1982 was the third year of the event with some 50 sailboats participating in six races. Regatta organizers have settled upon Hobie Cat 16's and Lazers for the event due to their popularity and interest locally. The boats and their brightly colored sails create a pleasant sight on the water. Despite bad launching conditions, the sailors have continued. to use the foot of Nun Street to float their boats. To aid in rigging the boats on the water, the regatta brings in its own temporary floating dock. Parking is.cramped and maneuvering space limited. Yet, much like the fishermen who use Nun Street, the sailors tolerate the conditions for lack of an alternative launching area. With regard to any.new launching facility, regatta organizers made two design recommendations: (1) that the launching area be free of overhanging trees and power lines to allow for mast clearance; (2) that a dock or "beach" area be provided to allow for the rigging of the sails. 2.4.3 Power -Boat Racing For several years during the 1970's, power boat racing was held on the river opposite downtown Wilmington. Events involved specially designed high per- formance boats capable of speeds in excess of 100 mph. The races were usually held in conjunction with the Azalea Festival, and Festival organizers typically made a small funding contribution to help promote the activity. An advertising booklet also helped raise money for the event. 2-5 Discussions with persons familiar with the races; indicated that they were discontinued some five years ago due to the lack of a suitable launching area and the withdrawal of Festival -support for the event.. Concern about.the launch- ing area.arose regarding possible and actual damage to the expensive boats. One boat owner estimated that it costs $25,000 today to build and.fit out a power racing boat. Despite the stoppage of these races in Wilmington, the sport is reported to be gaining interest in other partsof the country. A recent race in St. Louis, Missouri, -for example, reportedly drew over eighty entries with'only the top .25 boats:_qualifying. In other cities, power boat racing reportedly has been.Used successfully for,fund raising and as a promotional tool for tourism. With regard to facility design, separate in -ramps and out-ramps.were.recommended to facilitate efficient launching and trailering of boats. 2.4.4 Fireworks Displays Fireworks displays staged from the grounds of the Battleship Memorial across from downtown Wilmington have brought out boaters in increasing.numbers over the past few years. In 1982, for example, fireworks were held on at least three different occasions: (1) during dedication ceremonies for the new Waterfront Plaza Park, (2) during the Independence Day festivities, and (3) during the Riverfest celebration. Wilmington's riverfront provides an excellentlocation for holding fireworks displays. The Battleship Memorial, for -example, provides.a fitting backdrop for the Independence Day celebration.` The location is well known and the view - across the river is heightened by reflections on the water. Explosive sounds are also increased by the echo effects of the river surface and nearby downtown buildings. If these qualities ofthe river site.are enjoyable also hold -special value to the many boaters who pr .anchored positions on the water. A boat launch in Wilmington with adequate parking and lighting for doubt allow a great many more boaters -to enjoy the perspective. 2.5 Registered Vessel Records to shoreside viewers, they efer to watch -them -from their the vicinity of downtown security and safety would no fireworks from this unique Tallies of registered vessels in New Hanover and Brunswick Counties compared to other North Carolina coastal counties provide additional insight into the demand' for launching facilities locally. The North Carolina Division of Marine Fisheries maintains statistics on full-time, part -.time, -And -pleasure vessels by coastal county. These statistics are presented in tables 2.5.1 to 2.5.4. 2-6 In terms of overall numbers, New Hanover and Brunswick Counties.rank second and third, respectively, out of the nineteen counties for which records are main- tained. (See Table 2.5.1) Only Carteret County with its large commercial fishing industry, ranks higher. More significant, however, are the individual county figures for part-time and pleasure vessels. Table 2.5.3 shows that New Hanover County ranks second, and Brunswick fourth in numbers of 'part-time commercial fishing vessels. Table 2.5.4 reveals that. New Hanover County has more registered pleasure.boats than any other County in the Coastal area. Brunswick County tray s a close fourth, even with its much lessor population. These numbers are noteworthy, in that boats registered in the part-time and pleasure categories are more likely to be users of public launching facilities.. Heavy use of the public ramps at Wrights- ville Beach and Snows Cut support this contention. Table 2.5.1 All Commercial Fishing Vessel Licenses: 1981 Coastal County Rankings Number of Registered Rank County Vessels 1 Carteret 3,927 2 NEW HANOVER 2,649 3 BRUNSWICK 1,991 4 Onslow 1,952 5 Craven 1,552 6 Dare 1,209 7 Beaufort 1,098 8 Pender 891 9 Pamlico 876 10 Hyde 429 11 Currituck 355 12 Martin 265 13 Washington 263 14 Chowan 233 15 Pasquotank 197 16 Bertie 168 17 Perquimans 128 18 Tyrrell 126 19 Hertford 68 2-7 Table 2.5.2 Registered Full' -Time Commercial Fishing Vessels: 1981 Coastal -County Rankings Number of Registered Rank County Vessels 1 Carteret 1,365 2 Dare 562 3 Onslow 406 4 Pamlico 299 5 BRUNSWICK 287 6 Hyde - 236 7 NEW HANOVER 190 8 Beaufort 185 9 Chowan 99 10 Currituck 82 11 Tyrrell 75 12 Pender 61 13 Craven 46 14 Washington 35 15 Pasquotank 31 16 Bertie 23 17 Perquimans 17 18 Hertford 6 19 Martin 4 Table 2.5.3 Registered Part -Time Commercial Fishing Vessels: 1981 Coastal County Rankings Rank 1 2... 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Count Carteret NEW HANOVER Onslow BRUNSWICK. Dare Pender Beaufort Craven Pamlico Currituck, Hyde Pasquotank Chowan Martin Washington Perquimans Tyrrell Bertie Hertford Number of Registered Vessels 1,482 1,063 828 704 492 398 387 383 193 177 143 98 88 72 59 50 47 28 16 2-8 Table 2.5.4 Registered Pleasure Vessels: 1981 Coastal County Rankings Number of Registered Rank County Vessels 1 NEW HANOVER 1,396- 2 Craven 1,123 3 Carteret 1,080 4 BRUNSWICK 1,000 5 Onslow 718 6 Beaufort 526 7 Pender 432 8 Pamlico 384 9 Martin 189 10 Washington 169 11 Dare 155 12 Bertie 117 13 Currituck 96 14 Pasquotank 68 15 Perquimans 61 16 Hyde 50 17 Chowan - 46 18 Hertford 46' 19 Tyrrell 4 2.6 Inventory of Existing Public Boat Launches Contrasting the number of registered vessels, are the number of public landing areas in New Hanover County. Figure 2.6.0 shows the locations of public facili- ties serving the Wilmington urbanizing area, whether on the river or sound. The map shows that boat launches rim the county to the north, east and south, but fail to provide access to the river on the west. The closest publicly main- tained boat access point to Wilmington via water is the Carolina Beach State Park facility, some thirteen miles south of the downtown. Table 2.6.0 summarizes the general features of each facility as observed by field inspection. 2-9 Table 2.6.0 Inventory of Existing Boat Ramps - New Hanover County Location Castle Hayne at 133/117 Bridge Wrightsville Beach at Draw Bridge Snows Cut. on Intra- coastal Waterway Estimated No. of No. of Parking Rams Spaces 1 3 2 Carolina Beach 2 State Park Fort Fisher 2 Special Features 20+ Small bait & tackle store nearby 75+ More use of signage than most other ramps 50+ Pleasure Cove Marina Nearby 50+ Fuel pumps, wash - down area, ice, paved parking, $2.00 fee 35+ Bulkhead -enclosed launching basin Comment Loop road design, trees Reported to be the most heavily used facility.in State Ramps are not steep enough; causes problems at low water Ramps are too steep Congested maneuvering near ramps Note: With the exception of the Carolina Beach State Park facility, all launches are owned and maintained by the North Carolina. Wildlife Commission. Inspections of the existing facilities revealed several noteworthy points. First, a proper slope for the boat ramp is important. If the ramp is too steep, vehicles must struggle to pull the trailer'out or back it in. If the incline is too gentle, the trailer may not reach into deep enough water to facilitate trailering or launching. Second, parking, maneuvering and tie -down areas must be logically designed and be clearly identifiable to the first-time user. A simple, rational traffic flow and parking scheme will be the easiest for the boating public to identify and follow. Appropriate, attractive signage can aid in the safe and efficient use of the facility. Caution must be used to avoid unnecessary sign overkill, however, if the launch area is also to be an aesthetically pleasing addition to the urban park system. Appropriately placed trees and vegetation can provide useful relief from the large expanses of parking lots. "Parking -spaces -per -ramp" ratios generally worked out to be 20 to 25 spaces per individual ramp, though there was no hard and fast rule. The Carolina Beach State Park facility appeared to be underutilized, apparently due to restrictions on the hours of park operation. 2.7 Summary of Need Based on the foregoing assessment of prior plans, fishing and hunting statistics, boating activities, vessel records, and inventory of existing launching facilities, a clear need for a boat.launch serving the City of Wilmington is established. 2-10 WIL.MINGTGN I CAROLiNA BEA( STATE PARK FORT FISHER BRIDGE IIGHTSV IU BEACH 4 �Q ov P 4e SNOWIS CUTr CA OLINA BEACH KURE BEACH Figure 2.6.0 Inventory of Existing Boat Launches NEW HANOVER COUNTY -- --__ -- 1 SECTION 3: SITE EVALUATION CRITERIA 3.1 Capsule Listing of Criteria Based upon the project objective and elements, several evaluation criteria were established for the ranking.of the sites and selection of the best site. They are listed below and separately discussed on the pages that follow. The criteria are then applied to site evaluations in Section 4. (1) Site Size and Future Expansion Potential (2) Land Use Compatibility (3) Access From the Street System (4) Suitability of Location for Pleasure Craft Use (5) Suitability of Site for Use as a Park (6) Contribution to Riverfront Redevelopment M Site Availability and Acquisition (8) Ease of Site Preparation and Construction (9). Suitability for Fireboat Location (10) Alternative Use of the Property 3.1.1 Site Size and Future Expansion Potential As a general rule, North Carolina Wildlife Resources Commission officials rec- commend an optimal site size of one to two acres for their boat launching areas. This amount of acreage allows adequate space for the ramp, parking and maneu- vering, etc. The actual amount of land developed and put in use will vary according to the demand placed upon the particular facility at a particular location: Acreage over and above the one to two acre size is desirable for future expansions of the launch and parking areas. Extra space can also be used for associated activities such as the development of a park,.fuel and supply services, rest roans, wash down area, etc. Investments in some non -essential services are best left undone until after a clear need has been established. Nonetheless, areas should be set aside in the master development plan to con- veniently accommodate these services at some future point perhaps, provided sufficient acreage is available. 3.1.2 Land Use Compability A boat launching facility is'a unique land use which requires special attention to its relationship to adjacent land activities. While a boat launch is often perceived as a recreation or park -type use, the clanging of empty trailers, and the sound of outboard engines and four wheel drive vehicles can create con- siderable noise levels at times. These noises can be disruptive to nearby residential development, particularly if the facility is used late at night or early in the morning by sportsmen. Conversely, boaters should ideally have the use of a pleasant launching area free of incompatible commercial and industrial activities. 3-1 In most instances,.the location of the facility and specific layout of its component parts will be best determined by the site size, topography, and natural and man-made features. Sensitivity of site design in densely developed areas of the city becomes particularly important for this reason. 3.1.3 Access From the Street System Cars or trucks towing boats and trailers should have convenient, straight- forward access to the launching facility free of numerous turns, traffic lights, excessive grades, and traffic congestion. Ideally, the facility should be a short distance from a major traffic artery, perhaps in view of.the larger road. The major anticipated routes to the boat launch should not traverse residential neighborhoods or congested commercial areas such as the central business district. 3.1.4 Suitability of Location For. Pleasure Craft Use Boaters using the launching facility will likely include fishermen, hunters, sailors, raft racers, and pleasure cruisers. The location of the selected site will in some measure determine which of these potential users will benefit most from the facility. Fishermen and hunters, for example, are known to travel considerable distances north a-nd south of the existing Nun Street site for their catches. These two groups are therefore less "location sensitive" than the other user groups. Sailors currently use the Nun Street site almost exclusively for their river regattas, and would likely favor a similar location within -a reasonable distance of the downtown waterfront. Raft racers are in need of a take-out point a short distance beyond the finish line of the annual Riverfest competition. Because the finish line must be.located south of the downtown core (for viewing pur- poses), site selection for use by the raft racers is more limiting. Finally, pleasure cruising boaters are likely to be more flexible in their locational requirements. Even so, a central location would probably be favored in light of fireworks displays and other special events held at the downtown core. 3.1.5 Suitability of Site for Use as a Park A secondary_ objective identified by the project statement is to create, if possible, a useful addition to the City's urban parks system. Several questions may be asked to determine the suitability of -a given site for use as a public park: Is the site of sufficient size to accommodate park facilities in addition to the boat launch? Do the site's topography and natural features lend them- selves.to park development? Is the site appropriately located with regard to residential areas and/or employment centers? Does the site relate well to other park and open space areas in the vicinity? Are adjacent land uses compatible with park development? 3-2 3.1.6 Contribution To Riverfront Development In recent years, Wilmington has witnessed substantial improvements in develop- ment along its riverfront. If properly designed and located, a boat launch could effectively contribute to that redevelopment effort. Since about 1976, for example,. the riverfront has seen investments made at Chandler's Wharf, the Fishmarket Restaurant, the Cotton Exchange, and most recently at the new Waterfront Plaza Park. The area of.the river shore between the Memorial Lift Bridge on the south and the Seaboard Coastline Railroad property to the north of the.central business district is generally considered to be the most important area for redevelopment. Therefore, any boat launch site falling within this area should be viewed more favorably than sites located outside those bounds. One of the specific ways that a boat launch could contribute to riverfront re- development would be to create another activity center to help bring people back to the river. The much -discussed riverfront walkwaycould also be tied into the boat launching area. Boaters visiting the area could then tie up at courtesy docking provided at the boat launch, and walk to the downtown or other points of interest. 3.1.7 Site Availability and Acquisition Presently, the City of Wilmington does not own waterfront property of sufficient acreage and suitability to accommodate a boat launch and urban park facility. For construction of the boat launch, fee simple acquisition of an appropriate site is recommended. The ease with which such acquisition is accomplished is dependent upon a variety of factors including number of property owners involved, whether the title is clear or clouded, whether the property owner is amenable to the sale, etc. In addition, the relative value of each of the alternative sites being considered may vary according to existing site conditions and improve- ments, depth of the river channel offshore, general location, available utilities, access, etc. A detailed assessment of these various.factors for each of the alternative sites is not feasible within the context of this report. The following information is provided, however, to indicate a range of prices paid per acre for property fronting on the river. These prices were provided with the consent of a quali- fied appraiser who confirmed these sales and used them.in the preparation of property value appraisals in the recent past. Location Size Price/Acre South of Castle Street (East Bank) 9.8 Acres $12,545.00 North of Castle Street (East Bank) 79.5 Acres 13,208.00 South of Castle Street (East Bank) 31.0 Acres 19,000.00 South of Castle Street (East Bank) 46.3 Acres 15,815.00 South of Castle Street (East Bank) 31.8 Acres 27,000.00 North of Castle Street (West Bank) 1.25 Acres 15,000.00 3-3 The figures do not necessarily coincide with the potential values of any of the alternative boat launch sites under consideration in this report. They are presented for general information purposes only and are not intended to be a substitute for a formal appraisal report. 3.1.8 Ease of Site Preparation and Construction Fundamental .to the selection of any site will be the degree of difficulty in- volved in preparing the site for development, and then actually constructing the facility. The -ease with which a site can be developed can vary considerably depending upon existing site conditions prior to construction. Variables can include, for example: c-learance,of vegetation as necessary; grading and leveling of the site to accommodate parking and other activites; construction of an access road as necessary; dredging and bulkheading the waterfront area to pro- vide sufficient -depth in and around the ramp area,. etc. Consideration should also be given to the ongoing maintenance that may be required due to nearshore siltation of dredged areas or onsite settling of pre- viously placed fill materials. 3.1.9 Suitability for Fireboat Berth The Fire Department is in need of a permanent berth for the City's new fireboat. Currently, the boat is temporarily docked at facilities provided by Almont Shipping Company- While a dock for the fireboat is not -considered an integral element of the boat launching facility, it is felt that a cost savings could result if both needs were to be met through the acquisition of a single suitable site. The Fire Chief has indicated that there are two primary considerations in determining a berth for the fireboat. First, adequate water depth is required. Since the boat will have a draft of four feet fully loaded, a minimum depth of five feet of water at mean low tide is necessary. The extra foot of clearance is to provide for adequate depth during extreme low tide conditions. Second, since the fireboat is normally operated by a'land based company of men dis- patched from Fire Headquarters, sites closest to the headquarters station should be given higher priority. The advantages of a close -at -hand berth for the fire- boat include ease of daily maintenance and accessability, and reduced response time in emergency operations. 3.1.10 Alternative Uses of the Property_ From a larger perspective, a boat .launch is just one of many viable uses for waterfront property. In planning for the development of Wilmington's river - front, the City must consider all potential alternative uses for the sites being considered. While a site may be well suited for use as a public boat launch, it may be even better suited for some other alternative use. 3-4 Identification of potential alternative uses for a given site requires an examination of historical use of the property, its present use, known proposed uses, the surrounding land use and development pattern, existing and proposed zoning, and existing site conditions. Each of these considerations will receive different degrees of importance depending upon the circumstances of the par- ticular site in question. The six general policies contained in the 1982 , Riverfront Plan provide guidance as to how these factors should be applied. K11 SECTION 4: SITE SELECTION 4.1 Initial Screening to Six Sites At the outset of the site selection process, the widest possible range of alternative locations was considered. Sources of information included aerial photographs of the river corridor, and land use and property ownership surveys conducted for the recently completed riverfront redevelopment plan.. Prior plans and studies were also reviewed for applicable findings and recomendations. From this initial reconissance, the field was then narrowed to six primary sites for comparative evaluation. All sites chosen fall within the City limits and all but one meet the minimum acreage requirements recommended by the North Carolina Wildlife Resources Commission. Moving from north to south along the shoreline, the six sites -are as follows: (1) Hilton Park Site -- approximately fifteen acres in private ownership, so name .because of the proximity of this property to the City's Hilton Park. (2) Seaboard Coastline Railroad Site -- approximately three-quarters of an acre in railroad company ownership located behind the old warehouses just north of Cape Fear Technical Institute. (3) Nun to Church Street Site -- approximately one and three-quarter acres in private ownership, located generally at the foot of Nun Street and including vacant property south along the river to Church Street. (4) Castle Street Site - North Side of Street -- approximately two and one- a f acres owned by Carolina Power and Light Company located just north of Castle Street. (5) Castle Street Site - South Side of Street -- consists of some four acres of property at the Memorial Lift Bridge owned by the Pacific Molasses Company (Sucrest). (6) N.C. State Ports Authority Northern Tract -- a large tract consisting of some 40+ acres of wooded land loci—ted north of the Greenfield Lake outfall canal. It is owned by the NCSPA. Figure 4.1.0 shows the locations of these sites in the city. 4.2 Site Evaluations In the pages that follow, each of the six sites identified is evaluated in succession according to the ten criteria established in Section 3. An evalua- tion matrix is then presented summarizing the individual findings for each site and selecting the best site. 4-1 (Hilton Park Site) 4.2.1 Hilton Park Site (1) Site Size. and Expansion Potential With roughly 15 acres, this site is the second most extensive of the six properties being considered. However, the topographic conditions of the site and competition from other uses may constrain the amount of space available for a boat launch. Steep slopes to.the east and low-lying acreas along the river to the west effectively -remove major sections of the property from the supply of buildable land. The junction of the proposed Smith Creek Parkway with the new bridge will consume much of the southern end of the tract. Planned expansions of the City's Sweeney Water Treatment Plant complex call for the use of the northern end of the site. Construction of an access road into the property would use up some of the remaining land. In short, existing conditions and planned or required improvements leave a relatively small parcel of buildable land compared to the full 15 acres originally identified. In light of other factors working against this site (to be explained in ensuing paragraphs), a precise delineation of buildable sections of the site would not be worthwhile at this time. (2) Land Use Compatibility This site is generally isolated from other potential conflicting land uses. To the immediate north of the site is the City's Sweeney Water Treatment complex, consisting of a number of masonry structures and storage tanks in a quiet, park -like environment. Hilton Park is contained in the area. The northern end of the site's eastern border is bounded by several small wooded tracts of land while the southern half of the eastern property line runs alongside US 117/Castle Hayne Road. Several scattered wholesale and distributive type land uses largely define the character of the road as it passes by the site. A rail line and the new bridge meet to form the southern border of the site. The former A&P, now a wholesale supply and equipment store, is located atop a bluff separated from the site by the rail line. The Northeast Cape Fear River completes the perimeter of the site on the west. None of these adjacent land uses.are expected to be affected positively or negatively by the boat launch, nor would the boat launch negatively impact any of its potential neighboring uses. (3) Access From the Street System Immediate.access to the site is via North Fourth Street from US 117/ NC 133 (Castle Hayne Road). There is currently no maintained road into the site from Fourth Street, however. General approaches to the area are good from the west (new four lane bridge) and north (Castle Hayne Road). Approaching .the site from the south or east entails traveling through downtown Wilmington, though entirely on major streets. In general, approaches to the site pose little or no difficulty, but construction of an access road onto the site 'would be a costly neces- sity. 4-2 I Figure 4.1.0 Alternative Boat_ Launch Sites Wilmington, N.C. H I LTON PARK SEABOARD COAST RAILROAD SITE NUN TO CHURCH STREET FOOT OF CASTLE ST. -North Si FOOT OF CASTLE ST.-South.Sid NC State Ports Authority NORTHERN TRACT. Elm F ► a WWII Ff, rr'r07#A'4 ml ��1.111 Yam■ :.M■■IF. ■A!■!1!!!■■ ■MINIM �!EI■■■■■■ LuWc®M33H3�"il0.1101 N ■=■■ ■■■■11111'1■1111■ ■■■■ ■■11111111111IA■■■ ■MINIM. !1��■1�111111!!!�.\I ■■ Elm ■■■71i1■■��■ ■■ ■■■■■■■ ■11■ �� ■i■�■■■■ NOW 'a■ MIN ■■USE■■ ■■ 4■11■■A 11■ ODQu I1 (Hilton Park Site) (4) Suitability of Location for. Pleasure Craft Use T The suitability of this site for pleasure craft use is fair to good. Being -the northernmost of the six sites, this location provides good access to prime duck hunting wetlands north of the city. Obviously, access to wildlife areas downstream of the city is less convenient. While the confluence of the Cape Fear and.Northeast Cape Fear Rivers is only about one mile to the south, the mouth of the Brunswick River as it meets the Cape Fear is a full five miles downstream. The site is also approximately 1-1/4 miles from the Battleship Memorial and the downtown activity center. While the new US 117/NC 133 bridge is between the site and the downtown, clearances are adequate to accommodate small sailing vessels without raising the bridge. This location would be unsuitable as a pull-out point for the raft race unless the direction of the race were changed to coincide with the incoming tide. This would enable race participants to pass the downtown reviewing area en route to the finish line and pull-out area. The likelihood of changing the direction of the race is not known. (5) Suitability For Use as.a Park As stated in the 1982 Wilmington Riverfront Plan, park development of this site is supported by "...the variable, wooded topography of the property, by the need for an attractive visual enhancement at the north entrance to the city, by the floodprone nature of the site, and by the site's proximity to Hilton Park." (p. 13). While the property is not located within any major population or employment centers, the Brooklyn neighborhood area lies generally 1/2 to 1 mile southeast of the site. There are no other major park facilities in the northwest corner of the city. (6) Contribution to Riverfront Redevelopment The site is not located within the primary area of interest for r'e- development. As noted above, however, development of the property as a park could do much toward improving the visual appearance of this sector of the city, particularly as viewed from the new bridge. (7) Site Availability and Acquisition As mentioned under (1) above, plans have been prepared for construc- tion of the Smith Creek Parkway over the south end of this property and for an expansion of the City's water treatment plant complex on the north end. No specific development plans are known for the balance of the property nor is the site being actively marketed. The site is in single ownership, belonging to the Corbett family of Wilmington. 4-3 (Hilton Park Site) (8) Ease of Site Preparation.and Construction Development of a boat launch and park amenity at this site would be expensive. The site's variable topography would require extensive grading to create a useable area for the ramp and parking area. A steep bluff along the.east side of the property would limit the location of any access road into the site. Substantial clearing of existing vegetation would be necessary. Shallow water and wetlands along the site's riverine shore would require.extensive dredging initially and on a continuing basis to maintain sufficient water depth for the facility. Treated water is available to the site, but any sewage disposal needs would require that a liftstation be installed. (9) Suitability For Fireboat. Location This site would not be as well -suited for use as a fire boat berth as several of the other locations. The presence of wetlands and shallow water here would necessitate dredging, bulkheading and maintenance to provide satisfactory water depth. Any berth at this site would be from 17. to 19 blocks from Headquarters Station, depending upon the exact location chosen within the site. Response times and daily access would therefore be hampered relative to other sites. (10) Alternative Uses of the Property Prior uses and existing conditions indicate the possibility of this property being developed -for industrial. purposes. Records show that this site was formally in industrial use and was served by a rail spur of the old Atlantic Coastline Railroad Company. Remnant pilings in the river offshore are evidence of the former Bates Lumber Company Warehouse. Prior to its burning, the warehouse was last used for furniture storage. The majority of property is currently -zoned M-2, the City's least restrictive manufacturing district. While the river channel decreases substantially in depth above the new highway bridge, a 25 foot channel is nonetheless maintained and available to the site. The presence of U.S. 117 and the possiblity of the Smith Creek Parkway coming together at the south end of the site add some credence to the industrial development potential of the property. To date, specific industrial proposals.for the site have not been publicly discussed. 4.2.2 Seaboard Coastline Railroad .Site (1) Site Size and Expansion -Potential Consisting of only 3/4 of. an acre, the small size of. this site is probably its most limiting factor. As shown in Figure 4.2.2, the area under consideration is only a small portion of the total tract owned by the railroad; the remainder of the property is better suited for, commercial or light industrial uses. Thus, while the 3/4 acre portion of the tract could accommodate a boat launch and parking area, there would be little room available for other amenities. Future expansion of the facility would also be constrained by the unavailability of additional land. 4-4 �iyv� �', Z • 1 N,�-t'oN Ic 5rt'� Ly Gao- (PY�oR OM65 (Seaboard Coastline Site) (2) Land Use Compatibility This site is located in the midst of a largely developed area. A storage tank and fuel transfer facility occupy the land immediately to the north. Wholesale and storage activities are located in two old railroad warehouses to the east. Cape Fear Technical Institute maintains a floating barge for classrooms on the water area to the south. None of these uses are considered incompatible with a boat launch at the present time. Should the southernmost warehouse ever be converted to a commercial or mixed use development, however, the car, boat and trailer traffic generated by the launch could be a problem. It is also reasonable to assume that the continued growth of Cape Fear Technical Institute will place further demands on the supply of avail- able land in this area. (3) Access From the Street System Traffic to the facility would logically flow from Third or Front Street to Red Cross Street to Nutt Street. Access to the facility from the north would be acceptable from either Third or Front, as both streets travel through sparsely developed commercial and light indus- trial areas. Approaching the facility from the south would require cars with trailers to pass through the urban core, probably via Third Street. In any case, problems of traffic congestion would be most likely to occur along Red Cross Street in competition with traffic generated by Cape Fear Technical Institute. Access into the site is provided by an existing single lane road along the south side of the southernmost warehouse. This access road would require widening and possibly other improvements to make it acceptable for traffic associated with the boat.launch. (4) Suitability of Location For Pleasure Craft Use This site is centrally located between the two bridges and lies roughly opposite the confluence of the Cape Fear and Northeast Cape Fear Rivers. The mouth of the Brunswick River is about four miles to the south. As such, the site provides good access to hunting and fishing grounds north of the City and acceptable access to points south of Wilmington.. In addition, the Battleship Memorial and down- town center are less than 1/2 mile to the south, making the site well - suited for pleasure boating.and.sailing activities. As with the Hilton site, the usefulness of this location during the raft race would be limited unless the direction of the race were changed.to ..coincide with the incoming tide. Even then, traffic congestion would be likely in and around this small site. (5) Suitability For.Use as a Park As stated under (1) above, there would be limited space available at this location for park amenities after the boat launch and parking area were constructed. The industrial and shipping uses to the north could also have a negative impact on park use. While the storage tank and northern warehouse provide some buffering in this regard, these structures do not contribute positively to the creation of a 4-5 (Seaboard Coastline Site) park environment. Cape Fear Technical periodic park -like improvements on its perhaps lessening the need for another Institute.has.also made grounds in recent years, park in the immediate. area. (6) Contribution to Riverfront.:Redevelopment This site lies near the northern edge of the City's area of concen- tration for redevelopment.- The redevelopment area is generally defined as ending in the vicinity'of Red -Cross -Street. Development of a public facility such as a boat launch at this site could clearly define the northernmost extent of the prime redevelopment area. It could also create a point of interest for the upstream end of the proposed-riverfront walkway.. Conceivably, boaters temporarily docked at the facility could,make convenient trips to food and goods stores housed in the nearby Cotton Exchange (2 blocks walking dis- tance), The demand for such trips is unknown at this time, however. (7) . Site Availability and Acquisition Most prior plans by The Family Lines Rail System (FLRS) for use of its property in this vicinity have largely ignored this relatively small, three-quarter acre site. The site is effectively severed from the remainder of the FLRS holdings in the area by -the presence of the storage tank and warehouses to the north and east respectively. Thus, the property under consideration has laid dormant over the past several years. An exception was the installation of the City's main northside sewage outfall on the property in 1981. Generally, it is the policy of the railroad company to encourage real estate transactions and developments.of its landholdings which will generate further demand for rail service. The construction of a boat launch would obviously not be consistent with.this policy. None- theless, the small size and relative isolation of this site might render the site more expendable than other riverfront properties owned by the railroad. (8) Ease of Site Preparationand Construction Preparing this site for use by boaters would be relatively easy in some aspects and more difficult in.others..-Access to the site, for example, is convenient along the.south side of the southernmost warehouse. The site is generally level and clear of large trees. There is good water depth immediately offshore minimizing the need for dredging. Construction of the ramp, however, would be made difficult -by the large difference in elevation between the site and the water level. Substantial cutting and grading deep into the site would be necessary to achieve an acceptable slope for the ramp. This could cause problems with existing utilities and, perhaps, the foundation of the nearest warehouse. (9) Suitability.For Fire Boat Location The navigation channel comes close to the shore in this stretch of the river affording good depth near the site. The small size of the property, however, limits.the availability of space for a fire- boat berth. Available site frontage along the river is less than 4-6. Mum 4. Z.Z. SCL M Srfj�: 'SANK ►,I,,,1,1,,,►,1,1,1,1,1,1�1,1,1,1,1,1,! tltltltltltlt,tltltltltltl�l�ltltttltltl IIIIIIItIlIII „ 11111 rttr ,►tt tlrt► ttlrt 11111 �Itlllt (ltl�ltltl�!'1'1'1 ! !'Illtlt,tllttl� „l1,11l►1„1,►, r►Irtltlttrrrtt► Ilttlllllllltltlll l�ltl�ltltltltl►Itltltltltl�ltl�lt! `'' �t lt►t►1l11111►ltltltltltltl,llllltl I,Ir1,I,l,tll,l,l,l,l,lt1,1,1,1,1, ,t►Iltltlt►�,�, t,tt't►, lltltl�,tlIII,IIt rltltlttt�t►t►rlt►►►►►t' t Illlr,lltlllltl It,tltltltltltltl�ltltltltltlt! IIIII�IIII rtill tt►IIIIt,tt ttttrlt,rtltttt IIIIII,llllr►!1 IIIl1l111111!!1 tllllllltll,l ,Wl t�� pdi vA*,0ou.� w�t�waus�. ?Wa4 1 (Seaboard Coastline Site) 200 feet, making the likelihood of.a well -spaced boat ramp, courtesy docking, and a fireboat berth improbable. Also contributing to the problem is the presence of the City's main outfall pipe from the Northside Sewage Treatment Plant. While the effluent is usually clean and odor -free upon reaching the river, the mere location of the outfall on the site creates another potential physical obstacle to full use of the property. In terms of response time, the site is located approximately ten blocks from Fire Headquarters, making it reasonably accessible. (10) Alternative Uses of the Propert As stated under (1) above, this three-quarter acre tract is only a small portion of a larger piece -of property owned by the Family Lines Rail System. Due to the location of the property in a transitional area between the central business district and shipping -related uses, a wide-ranging cross section of development proposals have been put forth for the property over the past several years. In 1978, for example, a riverfront concept plan prepared for the City by a private consultant envisioned a mixed use development on this property. The proposal suggested high-rise residential uses along the river, restoration,and commercial retail use of the existing ware- houses, outdoor open space and recreation areas, and ample parking. The plan for this property was never carried beyond the conceptual stage. In 1981, a controversial' proposal was made to construct a coal trans- fer facility on a portion of the larger property located north of the storage tank and warehouses. Falling demand for coal in Europe delayed implementation of the project. In the meantime, a special zoning referendum held in 1982-effectively barred coal transfer facilities from this site and any other properties in the M-1 zoning district. During the heighth of the coal facility controversy, the non -industrial, mixed use concept reemerged as an alternative use of the site. The property was also among those sites evaluated in the January, 1982 convention center location and feasibility study pre- pared for the City. The consultants ranked the site lowest among the five considered in the study. Most recently, the 1982 riverfront redevelopment plan for Wilmington -calls for use of the property con- sistent with a commercial and light industrial designation. 4.2.3 Nun To Church Street Site (1) Site Size and Expansion Potential This narrow, undeveloped strip of land consists of 1-3/4 acres, falling within the one to two acre standard used by the N.C. Wildlife Resources Commission. The present makeshift launch site at the foot of Nun Street has been_in continuous use since the late 1950's when the site was first cleared and a ramp installed. Parking for the existing facility is accommodated within the fully paved right-of-way of Nun Street. Continued use of the facility, however, would 4-7 (Nun to Church Street Site) likely require an expansion of available parking onto the property south of Nun Street. The narrow, sloping character of the property could make the creation of an adequately sized, level parking area difficult to achieve without destroying the natural beauty of the site. This site is also considered a critical area for.a section of the proposed riverfront walkway, making provision.of space for that feature important. Future expansions beyond the 1-3/4 acre area are not possible in light of the existing development which surrounds the site. (2) Land Use Compatibility Land use issues for this site revolve around its.location in the Wilmington Historic District. The property is located -between Chandler's Wharf on the north, and the Cameron-Hollman House property on the south. The Governor Dudley Mansion and the Cassidy House sit on elevated tracts immediately to the.east, separated by a stone re- taining wall. The wall averages 15 feet in height, affording a stronger physical: separation that would be available on level ground. While the present light use of the existing Nun Street facility has generated only infrequent complaints from surrounding land owners, there would likely be more serious objections from Historic District residents if the facility were improved or expanded for greater use. While this statement has not been validated by formal survey, a review of related letter files and general knowledge of resident attitudes is considered reliable. (3) Access From Street System Access to this site is from Third or - Front Street to Nun Street. While the right-of-way for Church Street fronts on the south end of the site, the street is not open or,improved and the slope is ex- cessive. The fact that traffic would have to pass through the heart of the Historic District toreach the facility is.a principle drawback of this site. Existing land uses along Front, Church, and Nun Streets are predominantly single family and multi -family resi- dential development. The Governor Dudley -Mansion, headquarters of the Historic Wilmington Foundation, sits immediately to the east of the property. Considerable effort has gone into the preservation, rehabilitation, and restoration of structures in this area. There is legitimate concern that the presence of a fully developed boat launching facility could generate traffic and activities that would be detrimental to the individual and community value of these structures. (4) Suitability of Location For Pleasure Craft Use The twenty -year -plus history of continuous use of the Nun.Street location by area boaters is a proven -track record of the need for such a facility in the general area. Such use has persisted despite hazardous ramp conditions, frequent automobile break-ins, and lack of services such as fuel, water and restrooms. The fact that this particular site has seen such use may be more a function, however, of its monopolistic position in this section of the river - rather than its other assets. 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I' '�Ii t1 (Nun to Church Street Site) These arguments aside, the site is well -centered with regard to most boating needs, providing balanced access to points north and south of the City. The confluence of the Cape Fear and Northeast Cape Fear Rivers is less than one mile to the north and the mouth of the Brunswick River is roughly three and one-half.miles to the south. The downtown center and Battleship Memorial are less than one-half mile away. The Nun Street site has been used for the past three years for the launching of sailboats.for regattas held on.the river in conjunction with Riverfest. 1982 marked the first year that this site was not designated as the pull-out point for raft race par- ticipants. The congestion, bad ramp conditions, and steep slope of Nun Street apparently outweighed the convenience of the location_. While ramp conditions would be improved if this site were fully developed, it is doubtful that the problems of congestion and ex- cessive slope could be easily remedied. (5) Suitability For Use as a Park The site has several features which make it especially well -suited for use as a park. The property has moderate to gently sloping terrain and has numerous attractive mature trees. Views from the site are pleasant and dramatic at the same time, including the Cameron-Hollman House and grounds, the Memorial Lift Bridge, un- developed property directly across the river, the Battleship Memorial, and Chandler's Wharf.. The site is located within convenient walking distance of the entire Historic District area, yet 'is somewhat buffered from the closest residences by a stone retaining wall. While the 15 foot high retaining wall would be insufficient to block the noise and activity generated bya boat.launch, it would be adequate to buffer any passive activities associated with a small urban park. In fact, this relatively small site is sufficiently well -suited for park use to recommend that development of a full- scale boat launch and parking area on this site be avoided, leaving the maximum area available for possible future park development. CO Contribution To Riverfront Redevelopment Development of the Nun to Church Street site for public use would be highly compatible with the City's redevelopment efforts along the riverfront. Presently, the extent of public and private improve- ments along the water occurs in a generally spotty fashion, high- lighted by (from north to south) the Cotton Exchange, the Hilton, the Waterfront Plaza Park and foot of Market Street area, Stemmer- man's Restaurant, Chandler's Wharf, and the Cameron-Hollman House at the foot of Church Street. Development of this site for public use would fill one important gap in the redevelopment effort. This would be especially true if the site were developed for park purposes, with a section of the riverfront walkway traversing the property. While a locked gate presently blocks passage of pedestrians through Chandler's Wharf to the north, the owner of the Wharf has stated that he would have no objections to allowing free passage through the area as part of a riverfront wal kw,_y. 4-9 (Nun to Church Street Site) (7) Site Availability and Acquisition The Nun Street to. Church Street site is comprised of two tracts of separately owned properties which are similar in size. In both cases, the existing north -south running retaining -wall defines the percentage of each tract available for use. The northern tract, owned by the Thomas Wright family, consists of one acre. One-fourth of that area is above the retaining wall, however, leaving roughly three -fourths of an acre available at the water's edge. Mrs. Jesse Newbold is listed in the tax records as the -owner of the tract closest to Church Street. While the full tract contains roughly one and a quarter acres, only about one-half acre occurs below the retaining wall. Neither site is known to be on the market for sale or lease. (8) Ease of Site Preparation and -Construction The Nun to Church Street site would require the least amount of site preparation of any of the properties being considered. The near shore water is sufficiently deep and fairly well protected. The existing boat ramp could be incorporated into any new design. A nominal amount of clearing and grading would be required. The existing foundation of an old wharf could possibly serve as at least a partial substructure for a fireboat:dock. There is an insig- nificant amount of marsh grass at the site, minimizing the prob- ability of any environmental problems. Partial demolition of a comparatively small retaining wall along Nun Street might be re- quired. Any of these site improvements would require review and approval by the Historic District.Commission, due to the site's location in the historic area. (9) Suitability For Fireboat Berth Several factors make this site desirable as a location for the City's fireboat. The near shore water is sufficiently deep so as to minimize the -need -for initial and continuing dredging. The length of frontage along the river provides adequate space for a fireboat dock in addition to the ramp and other site amenities. As stated in (8) above, the existing foundation of an old wharf might be used in conjunction with the fireboat dock. The site is within close proximity of much of the City's riverfront development, making delivery of fire protection services efficient. Finally, the site is only seven blocks from Fire Headquarters, making it easily accessible to fireboat crews for maintenance and emergency response. (10) Alternative Uses of the Property The 1945 consultant's report Economy of Wilmington Area identifies this property as being in use at the time by a wharf at the Broadfoot Iron Works. The wharf was eventually abandoned and left to decay. 4-10 (Nun to Church Street Site) (Foot of Castle St. - North) In the late 1950's City crews cleared away much of the remains of the Iron Works wharf, leaving only some bulkheading along the river's edge and remnant pilings in the nearshore water. Under informal agreement with the property owner., the property was es- tablished as an unofficial park along the waterfront. Since then, the property has changed hands and the informal agreement apparently abandoned, as evidenced by the no trespassing signs posted on the property. Future industrial use of the site is highly unlikely. Alternative uses generally known to have been discussed for the site in recent years have included an extension of Chandler's -Wharf or a townhouse development. Park use of the property has been a continuing option, of course, since the site was first cleared over 20 years ago. 4.2.4 Foot of Castle Street - North Side of Street (1) Site Size and Expansion Potential This site consists of roughly two and one-half acres including about two-thirds of an acre within the Castle Street right-of-way adjacent to the property. The privately held land is owned by Carolina Power and Light Company, which operates an electrical substation on the site. Despite rumors to the contrary, discussions with CPR officials indicate no plans to phase out the substation in the near future. If continued dredging of the river channel should eventually cause damage to the submarine cables feeding the station, a reevaluation of this position would*be likely, however. So long.as the sub- station occupies a significant portion of the property, use of the site for a boat launch would be untenable. Without the substation, there would be ample room for the boat launching facility and other amenities. (2) Land Use Compatibility The development of a boat.launch at this site would pose a land use conflict with the residential use of.the Cameron-Hollman House, located immediately adjacent to the property. Traffic and other .activties would generate undesirable noise levels.in close proximity to the residence. Otherwise, the property is acceptable with regard to land use. Solomon Towers is situated a good distance from the site on the rise to the east across Surry Street. Mixed wholesale, retail, and distributive land uses occupy the block southeast of the property. A large vacant tract and the Memorial Lift Bridge are to the south across Castle Street. Finally, the river provides roughly 240 feet of frontage to the west. (3) Access From the Street System This site is well located for direct access from several major thoroughfares. F`,nt and Third Streets intersect with Castle Street only two blocks from the Dawson/Wooster, US 17/74/76 travel 4-11 (Foot of Castle St. - North) corridor. This corridor, along with Third Street .to the north and Carolina Beach Road to the south, provides excellent access from all compass points in New Hanover County. Brunswick County is also well served by the proximity of this site to the bridge and thus points west. Identification of the foot -of Castle Street area with the bridge would aid the prospective user in finding the launch. (4) Suitability of Location..For Pleasure Craft Use The proximity of this site to the existing Nun Street facility renders conditions regarding pleasure craft use at this location very similar. The area is centrally located between hunting and fishing grounds north and south of the City. -The downtown center and Battleship Memorial are about one-half mile to the north. The location could be a good pull-out point for the conclusion of the Riverfest raft race as the Lift Bridge is the last point on the City's shore before the river bank becomes primarily industrial. Similarly, the.site is well suited for launching sail craft, due to the potentially large area available, the uncongested conditions in and around the site, and the unobstructed clear sailing north to the downtown center. It has been noted that'the bridge caissons in the water offshore may serve to break up the river current near the site, creating more sheltered water at the shore. (5) Suitability For -Use as a Park The location of this site within a reasonable distance of Solomon Towers and the Historic District contributes to its value as a potential park site. While the property is not actually within the Historic District, it is nonetheless, within a convenient two to ten block walking distance of several hundred dwellings. Creation of a new park at this site would complement the recently completed Waterfront Plaza Park, -some six blocks to the north. Since there are no existing trees of significant size on the property, plantings would be necessary to create a suitable park environment. The only drawback of the location for park use is the fairly constant noise level generated by traffic crossing the lift bridge. (6) Contribution to Riverfront.Redevelopment Development of this site for a boat launch and urban park would con- tribute appreciably to redevelopment efforts -along the waterfront. Currently, a clearly defined southern locale for the termination of riverfront redevelopment activities is lacking. The Cameron-Hollman House stands alone in this function. If the boat launch were to be constructed .at this site, it would help extend redevelopment closer to the lift bridge, the logical demarcation between downtown develop- ment to the north and industrial uses to the south. The facility would also create a southern terminus for the proposed.riverfront walkway. A finite destination such as a park and boat launch would add to the utility of the walkway. 4-12 ,t,1 ► ,+, `i!1�111'lll'1;1;1,II I+1I1'1�1;1,+,�• 'lll'1;1,1111111 1,+1'1'1�1'I 1 11 1 1 1 1 �l,l,ll 1 1 I,II 1 1 1 I I+� � • 1'1'l1+'11'1'' 1l1'III'1llt+' ''ll'Itl'111• 1111'1I•I (�� I11111 1111i1 Q Q {'1,111,,,+,+1 � ,1{+►,1'1', ;+;11',',1,� ,1,1,1,1,+1 cN 1,1111'1'1 1 1 111 I l t{ 111�, 1 11 l,tl+ 1 1 1,+11 1 1 +• /V IIII 11�11, ,11 II { 1 1 1 ,+1 1 1 1+ �, 1 1 1 1 , ,IiI,I+,►, ,,1 1,III1,1 , 1 I,I,I,ItI(y �II1,1,till 1 ,I,I1,1,111111 1ei1I+,1,1 ;,i+�ltl,il+ V .,1,1,+,+11 + 11;14lilt,l,l, I+,1,1,I,I, ,I, I, I, III 11 1 1 ;1' ,;I;I;I;lil1�1 �;+11j11'I;t'1IIIt1 IIII !I,t111i1 1,1,1,11 tI1,I,I,I,I,, I, I,II,1,1, ,1II,I ,I1,1,11+1 1 1 ItI1I' I l l t t l,l� 1 1 I,IIt,I III,,1 .1� III,;,;,;,;1i1 I;1; I;ti+1+�;'� 1'1'1'ltt1+� IIl'lllt 1 1 1 (1,1,1 III ,111,11+I11I1•In 1,1,1,111, 1 1 1 + I I 1 1 1 1, 1 1 111111 Ikil ;1; 1 ;IIIjljll l l 1 1 1 1 1 1 j 1 1 1 1 III IIII I, I,I,I I,t,I,III111,1 ' '1,1'+'+'+'+ 1;1;+;11'1'1 111111it I11'111' +1+1'1'1'1'!I '1'II111111'1 1l i l I111t ,itIt111111111 t1,It1t1111 i 11IIIIIIIt IIIII111+1 11 II II III,,I,;Ii II1,1,1,1,1I �,1,1,+1+1111 1l1'1'1I I I I 1 ,1 IIII ,,1,1,1,1,11 11 l l l l l tlllll'►�� 1 1 1 It lilt, 11111'11 1'il1'It1t;11'' ,11;1;111'``11111111t11 11,11111;1;1;1;11111 1'I'11'lll'11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II I' II II II II1111,1, C ,III,i11,1,;1;t;111111'1'I11111;+11' t{11I1'Illll,l,llll 1 1 1 t I , III ;;11111;1;1;i,i,1,1,11' i 11,1 i t ; 1 1+1111,11i,1111 ► 1 i 1 1,1 l,t,►IIII ,III,t,l1+,llttl,lll,+1 7i t,t,l;Iili1i1;111iI;I;IIII,i,lllltl 1,1,I,II,I,It1,tllll,;1 I,,,1,II,I,I,I,llltlili+i'1'1i11111 '1'1't'1111111t11i,i1i11+ I I I I I l I l l +III'111I1'1' '1'1'1'+'11+Illll'+t1111'1'I'1 Itl 1'1lll't'1'1'1'It1111'1' ';1i11'IIII+il;l;t;I;It,t,+, ,t,I1,I,1,I,IIIIIIII,1, 1 (I,l,lltlt,ttl,+,+IIt'tl++ Itl,ltll11t1I1t1,I,1,I,I,I,,1,1 1 1,1,11+111'1;►11111 ll►'+1 +1111Illtltl11111I1I1'ltl I,I,II 1 1 I,i,l, 1 1 1 ,l,ll'11111 1 1 1 1 1 1 1 1 1 IIII,,1,111, , 111,1 ,IIII + 1,11,11111'1t+1I11t' �II,I,I,III,II,1,1111 III,I,I,l,+,11 1 1 1 1 1,1,1,1,1,1 1 1 1 1 1,1,1,1,1,1, IIII,I,Ill,11+11;1i t 111111111,) 11 ;1;1;1;I;1;11t11ii;'li;';il;t;+i+1'1'1;11i11+Ill (' 1;11t;I II I11'; jl 1' 1',l I+,,,l Il,l t1,1,1,11 1 1 1 1 1 1 cam - V III l�Ij+lil 1 11+ 1 ;Ij�jljll��jljllllll'1'111 1 I,I,I,l,l1 I i 1 1 1 1 ,1, ,,{ 1 1 ,• ,�r�•� 1 1 I l l l l l 11 1 1 1 I, 11' 1 1 �,�,i 1 Illt+ 1111j1111111 1� l 11 I1 ,111111111 ,ItI 1111111 II111 11 {IIII 11111111 111 1" ' t l l l l 1' 1 1 I,I,I,11+,11 I,I,I,l1 1 1 1,1,1,1{ 1 1 I,l,i,+, 1 1 1 1 1 1,'II 11 1 l,l,l,l,l1 I,I,I,I,ItI, i 1i i,11;1;1,1,1, +,+I11,1,1,1,1,1111, 1,1,11 „ 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 +'11+I,I;l;t1111111;1;jl,slll;l;'1� 11 1;1, 1111,1,1 �I,I,IIII I111111 I3 '1'I'11I1'1 1'1'1t1111 1'1'lt+1t1111 +Ift" Illt 'lll'1'1'1'll'111'I'1i1+ 1111'1'II lilt, 1 ,1,1,1,1, 1 1,111, 111111 11, 1 1 1, 1 1 1 1 1,l,ll!I�IiI I,I,I,t,l,� 111 11 11 ,I11 I+ 1 ,1,111,+{�' 11,111, 11,+,11I I I+,tI l +{+IIII 11111 1 1, IIII 1 1 1 IIII 1,1,1,+, 1 1,11111 �II'1'lll'111 1,1,II 1,1,1111'I 1,1,1 I,It , l 1,1,1,+Il,+I 1 1,1 i1;1;1;11'1 •.... 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In addition to viewing or aiding launching activities at the ramp, the residents might enjoy examining the catches brought in by sportsmen using the facility. (7) Site Availability and Acquisition As stated in (1) above, much of this property is currently occupied by an electrical substation owned and operated by the CP&L Company. So long as the substation continues on the site, development of the property -for public use is unlikely. In the event that the sub- station is no longer needed or is retired for other reasons, removal of the-unit's components would aid the appearance of the area. (This is despite commendable efforts by CP&L officials to buffer the appearance of the facility with planted vegetation.). At that point in time, it would be advantageous for.the City or a private developer to acquire the property for appropriate redevelopment use (for a boat launch or otherwise). (8) Ease of Site Preparation and Construction The likelihood that the electrical substation will continue to occupy this site for the foreseeable future creates a cloud on its potential use for boat launching purposes. Other than that major obstacle, the site is in good condition for development; the portion of the site not actually occupied by the substation has been cleared, graded, grassed over, and is generally well -maintained. Castle Street provides good access along the south side of the property, while Surry Street abuts the site to the east. With the exception of the Castle Street right-of-way, the site's shoreline has been bulkheaded. The unengineered shoreline at the foot of Castle Street would be the most logical location for con- struction of the ramp The street would have to be regraded to get it down below the water's surface. Dredging would be required to accommodate the ramp area and a berth for the fireboat. Development of this site would be contingent upon the eventual removal of the substation; potential dredging conflicts with sub- marine cables serving the station would then be resolved. Even so, an existing private water line serving the western shore operations. of the U.S. Army Corps of Engineers would require attention in any dredging operations. (9) Suitability For Fireboat Berth This site would be suited for the permanent location of the City's fireboat. The site is centrally located between the State Ports on the south and the downtown center to -the north. The existing bulkheading along the shore of the property would provide a possible infrastructure upon which to build additional piers, catwalks or docks. Castle Street is roughly nine blocks from Fire Headquarters, 4-13 (Foot of Castle St. - North) (Foot of Castle St. - South) making routine maintenance as well as emergency response time favorable. Dredging and/or the placement ofthe dock for the boat in deeper water would.be necessary to achieve a minimum five foot clearance at low tide. As is the case with pleasure boats, the bridge caissons in the water offshore could serve to create calmer waters immediately adjacent.to this site. (10) Alternative Uses of .the Propert Years agothis property was the site of an electrical generating plant and a gas plant, with the property south of Castle Street serving as a coal dumping facility for the units. These facilities have been long since cleared away. As noted previously, there has been discussion recently of the.possible phasing out of the electrical substation which currently occupies the site. It had been rumored that the construction of the new -substation at 9th and Orange would eliminate the need for the Castle Street station. CP&L Company officials, however, have stated that there are no plans to retire the substation in the foreseeable future (i.e., ten years)." . Alternative uses of the property are difficult to identify, owing to the transitional nature of the Castle Street area between.the Historic District and industrial areas to the south. While views from the property are good and its position close to downtown is strategic, noise levels from the lift bridge make residential use of the property less desirable. Some type of marine office or appropriate commer- cial use of the property might be the -next best alternative. 4.2.5 Foot of Castle Street.- South Side of Street (1) Site Size and Expansion Potential Consisting of about four acres, this property includes about two- thirds of an acre within the Castle Street right-of-way and one and a third acres of North Carolina Department of Transportation right- of-way under the Memorial Lift Bridge. There appears to be ample room available for a boat launch and urban park amenity. With 240 feet of frontage on the river, the site would also be able to accomo- date a berth or dock for the City fireboat. Preliminary discussions with officials of the N.C.D.O.T. have indicated that use*of the right-of-way area under the bridge would be feasible, so long as a liability agreement is arranged. The easement area could be used as necessary to accommodate parking for cars and trailers. (2) Land Use Compatibility Owing largely to its increased distance from the Cameron-Hollman House, this site is well suited for boat launch development. In contrast to the site just north of Castle Street, this property does not directly abut the restored residence; the CP&L property con- taining the electrical substation intervenes. The president of Industrial Sales Company, owner of the Cameron-Hollman House, has endorsed the concept of a public boat launch and park on this site. 4-14 (Foot of Castle St. - South) Solomon Towers is within convenient viewing distance of the site, but is sufficiently removed so as not to be disturbed by activities associated with a boat launch. A block of mixed commercial and wholesale uses.lies to the east of the property. The Memorial Lift Bridge and the operations of .the Pacific Molasses Company are located south of the site. Land uses across the river to the west include largely vacant property and another electrical substation. The lift bridge clearly dominates the character of the site by its. size and presence and also by the.nearly constant noise generated by traffic passing over the structure. In this respect, noise caused by cars, boats, and trailers at.the boat launch facility would be expected to contribute only marginally -to noise levels in the vicinity. (3) Access From the Street System Characteristics are the same as for the site north of Castle Street. See Section 5.2.3(3). (4) Suitability of Location For Pleasure Craft Use Characteristics are the same as for the site north of Castle Street. See Section 5.2.3(4). (5) Suitability For Use as a Park Characteristics are the same as for the site north of Castle Street. See Section 5.2.3(5). (6) Contribution to Riverfront Redevelopment If the boat launch were to be developed at this site, its contri- bution to the riverfront redevelopment would be similar to that of the Castle Street - North site. A southern.anchor for non -industrial redevelopment would be created, an end point for the riverfront walkway would be established, and an activity node would be made available for the residents of the Historic District in general, and Solomon Towers in particular. Beyond these similarities, however, this site's location is stra- tegically superior to the property north of Castle Street. The 1982 redevelopment plan for Wilmington's riverfront identifies the Memorial Lift Bridge -as -the most logical point of separation between the non -industrial redevelopment activities of the urban center, and the industrial/shipping related uses to the south.. Creation of a public boat launch and urban park at the lift bridge site would answer this need, effectively resolving the issue. Pursuit of full riverfront redevelopment north of the bridge to the downtown core could then occur with greater certainty. Completion of the river - front walkway could tie the various activities together, with the boat launch and bridge forming a stronghold at the southern end. 4-15 (Foot of Castle St. - South) (7) Site Availability and Acquisition The Pacific Molasses Company (Sucrest) is listed in the tax records as owners of the -property -south of Castle Street. The North Carolina Department of Transportation holds a 150 foot strip of land under the Memorial Lift Bridge running generally northwest to southeast across the property.- Castle Street and Surry Street are fully open and are in public ownership, The first 3901 feet-of•Queen Street west of Surry Street is owned by the City; the remaining 245t feet down to the river's edge has been closed and is held by Pacific Molasses. During development of the 1982 riverfront plan, the terminal manager of Pacific Molasses Company expressed -opposition to the plan as proposed, i.e., the designation of the lift bridge as the northern- most extent of industrial activities south of the urban center. While there are apparently no immediate plans to expand the Company's operations north of the lift bridge, the management would nonethe- less prefer to keep its options open .for the property. Acquisition of the property might therefore be necessary over the objections of the owner. (8) Ease of Site Preparation and Construction This site is in good condition for possible development as a boat launch facility. Despite the presence of kudzu vine over the majority of the tract, the site is generally clear of obstructions and is reasonably level. Castle Street provides good access along the north side of the property, while Surry Street abuts the site to the east. A portion of Queen Street is also open along the south side of the site. One problem might be the presence of remnant foundations from an old rail siding and former bottom -dump coal unloading facility. It is expected, however, that the foundations could be removed through normal bulldozing or similar clearance operations. While the soils on the property may be infiltrated with coal, procedures to deal with this problem will depend upon the amount of coal present. As with the site north of Castle is bulkheaded, leaving the Castl e Characteristics are the same as for the site north of Castle Street. See Section 5.2.3(9). (10) Alternative Uses of the Property As discussed under (7) above, the terminal manager of Pacific Molasses has expressed his company's desire that this property remain in its possession for possible future expansion of plant, tank farm, or 4-16 (Foot of Castle St. - South) NCSPA Northern Tract) office uses. Current zoning of the tract is for M-Z, the least re- strictive manufacturing/industrial district in the City. Expansion of the Pacific Molasses Company operations would be allowed under present zoning. While the proposed new zoning ordinance is still under review at this time, indications are that the new law, if adopted, would prohibit tank farms and other similar uses from this property. The intent is to protect the integrity of the Historic District and associated property values in the area, as well as providing a transitional use between the Historic District and industrial uses to the south. While industrial use of this property -may be viable from a purely economic perspective, the resulting damage to.aesthetic and commu- nity values in the area would be large. In the absence of a -boat launch, other preferred uses might include a marine -oriented office or some type or appropriate commercial use. 4.2.6 N.C. State Ports Authority Northern Tract (1) Site Size and Expansion Potential This is by far the largest of the sites evaluated, consisting of some 40 to 45 acres of undeveloped land. Much of the eastern half of the property is low lying wooded swamp, however, and is subject to the protective environmental laws of the State and Federal govern- ment. A strip of marsh along the site's river shore is also covered by wetland laws. The northernmost corner of the property is currently leased to the Southern Wood Piedmont Company which operates a creosote log treatment operation on the property immediately to.the north. The remaining estimated 20 to 25 acres of land is characterized by secondary growth of hardwoods on spoil deposits that were emplaced many years ago. Absent some.alternative use, there is plenty of space available on -site for the boat launch, a park, a fireboat berth, and for future expansions. (2) Land Use Compatibility Due to the large size of the tract and its location away from any residential or retail commercial establishments, a boat launch at this site would be expected to have few land use compatibility problems. As noted above, Southern Wood Piedmont operates a log treatment business immediately north of the site. To the east beyond the wooded swamp and a rail line are three ballfields in Optimist Park. The southern boundary line of the site is formed by the outfall canal for Greenfield Lake. South of the canal are storage tanks and facilities of the Chevron.Company. The land area across the river to the west is undeveloped. Despite the site's location between industrial uses, noise levels on the property are extremely low. The heavily wooded nature of the site tends to muffle sounds in the area. The noise generated by activities at the boat launch would have no negative effect on area land uses. 4-17 (NCSPA Northern Tract) (3) Access From Street System Currently, there is no direct access road from a public street to the site. Vehicularaccessmust be gained via an unimproved road which emerges at the south central end of the Southern Wood Piedmont property. The single lane dirt road traverses the SPA property from north to southwest, ending at the City's:floodgate for the outfall canal. While there is a dedicated "paper" street extending west to the site from Front Street, it is unlikely that it would ever be -opened. The right-of-way for the street passes through Optimist Park, across the railroad tracts and into a wooded marshland area of the site. Developing such a street would be both -disruptive and costly. Like- wise, an extension of the existing dead end road lying north of Optimist Park would also be expensive due to the rail and wetland problems. SPA officials have indicated that the prepared access way to the site would be by an extension of Woodbine Street north. The Greenfield outfall canal would have to be enclosed or bridged. This route would provide for increased security as vehicles would have to pass through the SPA gate to get onto Woodbine Street. While this is desirable from a port operations standpoint, it would not be desirable for boat launch use. (4) Suitability of Location For Pleasure Craft Use As the southernmost site, a boat launch at this property would provide good access to fishing and hunting areas south of the City. The Brunswick River confluence with the Cape Fear is only two miles from the site. Access of pleasure craft for other recreational purposes, however, would be more limited. The site .is well south of the Memorial Lift Bridge, for example, making use of the site for sailing regattas, raft races 9nd other purposes less advantageous. The Battleship Memorial is some 1-3/4 miles upstream. Wildlife resource areas - north of the City would also be less accessible. The confluence of the Northeast Cape Fear and Cape Fear Rivers, for example, is more than 2 miles to, the north -while the Hilton Railroad Bridge is another mile and a half beyon that point. (5) Suitability For -Use as a Park Despite its position between industrial uses on two sides, the site has -several features that make it suited for park development. First, the 40-45 acre size.of the tract is quite extensive, allowing for flexible design and buffering as desirable. Second, the property has varied topography and vegetative cover. Vegetation, for example, includes a wooded swamp area.to the east, mature hardwoods on higher ground to the west, and a strip of regularly flooded marshland along the river's edge. The property is also strategically aligned on an east -west axis with Optimist Park, the City's Rose Garden, and Greenfield Lake. Collectively, these areas comprise a sizable open space corridor extending deep into the urbanized area from the river. /rz FE-Af, r 1'1 'Ijl�1'jIj1�1►jI�I�IIjlj1�11111111 , !►III �1I ►11111 ►�, 11,1 'I'llllj►'lll►11'1IIIIlIIII►jl�ll l�l�l►jl�l�l I'I'1 11111111 111 ► r 'I'►'1I f II II 1 111I 1 1►1111 1 1 1 � 1► 1 1 11 1 1 1 !1'1►1►1 1111111�1►j I 1' f►j��l'lllljl'111 �'I Ij11 Il��ifl�liIIjl�l11Ill�l�l►IIfIf' I.I1'F,li �1't'i'I� 0�I;ifII � ItI�gI,�1Itlif i 1'I'1►I II I II I, �11�'���� � ►111 'l 11 11 i 111 ►I ' 1'l 11 j I 1 11'1 1 ' 1'1 11111111.1 1 111 111111111 f 111 111 11 IL 1 1 I 1 I . 1 (NCSPA Northern Tract) Because the site is an old dredge spoil deposit area, the load - bearing ability of the soil is limited for "heavy" land uses, except on pilings. This makes industrial use of the property more costly. The only drawback of the property for park development is the apparent lack of a suitable, low cost access road into the site.. (6) Contribution.To Riverfront Redevelopment This site is remote'from.the City's prime riverfront redevelopment area. Any boat launch and/or park improvements made at the site would not be nearly as visible or accessible as improvements made at any of the other sites. Consistent with the points made under (5) above, however, preservation of the site in a park -type use could contribute significantly to a major east -west open space corridor. (7) Site Availability and Acquisition ` The entire tract is owned by the North Carolina State Ports Authority. As discussed in (10) below, the SPA has been marketing the site for prospective shipping related tenants. An evaluation of site availability requires discussion of the City - County Land Use Plan and Policies For Growth and Development. The property is classified as "Conservation" in the Land Use Plan and would require a reclassification for industrial development to proceed.. In a previous application for reclassification to a less restrictive category, the request was denied on grounds of environ- mental and urban open space objectives. Reclassification of the property would not be consistent with the Land Use Plan and Policies -.unless (1) wetland and important environ- mental features were largely preserved, (2) provision was made for the allocation of permanent open space and (3) the anticipated use of the property was water dependent (i.e., economically dependent upon the river channel). . It is possible, therefore, that a reclassification of the site could result in the alloation of some portion of the property for permanent public open space use. The open space could conceivably be used for a boat launch facility if the acreage allocated was of an appropriate size and location. The probability of all of these factors working favorably for the allocation of space for a boat launch is not known; the intent here 'is to simply note the possibility. (8) Ease of Site Preparation and Construction The undeveloped, overgrown, and relatively inaccessible nature of this site would make it costly to develop as a boat launching facility. Vehicular access to the site, for example, mingt require either an elevated roadway constructed on pilings through the wooded swamp area or a bridge across the Greenfield Canal from Woodbine Street. Construction of the boat ramp and fireboat berth would require considerable dredging of the wetlands and shallow areas along the river. Clearance of trees and undergrowth would also be necessary. No water or sewer service is immedately available on site. 4-19 (NCSPA Northern Tract) (9) Suitability For Fireboat Berth This site is the most distant from Fire Headquarters, being some 25 blocks or roughly 2 miles from Fourth -and Dock Streets. Emergency and maintenance access to the facility would therefore be less con- venient than the other sites. Response time to fires in the industrial area south of the lift bridge would be good, but clearly less effective in serving a fire in the downtown area or points north. While there is ample property frontage along the river, construction -of a fireboat dock would likely be costly, requiring extensive dredging or piering to reach water of sufficient depth. (10) Alternative Uses of the Property For several years in the 1970's it was generally known that the State Ports Authority was looking to this site as a possible expan- sion area for its port operations. With the decision to expand the container operations southward to the former Texaco property however, the plans were set aside. Since that time, the SPA has been looking for a prospective tenant -for the site. Discussion of possible occupants have included wood chip handlers, a coal exporting facility, and a transshipment site for new automobiles. Most -recently, a shipyard or similar use has been disucssed, perhaps associated with offshore oil development operations. In any event, use of the full tract will be.limited by extensive interior and river shore wetland areas. As much as 30 to 50% of the site may be -unavailable for development of any kind. Heavy develop- ment on the remaining higher ground would probably-require.con- struction on pilings due.to the poor load bearing qualities of the site's spoil deposits. 4.2.7 Summary Evaluation of Alternative Sites Table 4.2.7 translates the written evaluations of the previous pages into numerical rankings. For each evaluation criterion, a point ranking from 1 to 6 was assigned to each alternative site. The number one (1) indicates that the given site favored particularly well under that criterion. Conversely, an assignment of six (6) means that the site ranked poorly. In the event that two or more sites warranted similar rankings, the same -number was assigned. The lower the overall score, the higher the ranking of the site for use as a oat I aunch. — — The table indicates that in selecting a location for the development of a boat launch/urban park/fireboat berth, the City should consider the various sites in the following order: (1) Foot of Castle Street - South Side (2) Nun to Church Street Site (3) Foot of Castle Street - North Side (4) Hilton Park Site (5) Seaboard Coastline Railroad Site (6) N.C. State Ports Authority Northern Tract 4-20 To summarize, the Castle Street site at the Memorial Lift Bridge was chosen above the other sites because it is superior in a number of respects. The 4+ acre size of the tract affords ample room for initial development as well as future expansion. The proposed facility would provide an appropriate tran- sitional land use between the Historic District and the industrial area south of the bridge. Access from the street system is excellent as the site is only two blocks from the intersection of US 17/74/76, US 421 (Carolina Beach Road), Third Street and Front Street. Identification of the facility with the lift bridge will also aid first-time users in locating the launch. The site is well positioned for pleasure craft use, including the vessels of sportsmen, sailors, and Riverfest.raft racers. Proximity of the property to the Historic District, Solomon Towers, and the downtown core makes it desirable for park use. The contribution of the site to riverfront redevelopment would be significant, providing a needed southern anchor for downtown area waterfront improvements and a logical terminus for the riverfront walkway. The site is privately held by a single owner, and is presently undeveloped. Development of the property is aided by .the generally cleared and level site conditions, existing bulk - heading along much of the river shore, and the Castle, Surry, and Queen Street improvements immediately adjacent to the property.- Frontage along the river is sufficient to provide a berth for the City -fireboat separate from the recreational launch area. Finally, development of the property as proposed would head off any possible industrial -use of the site, an alternative which could render considerable damage to historic preservation and redevelopment efforts north of the bridge. 4-21 TABLE 4.27 SUMMARY EVALUATION OF ALTERNATIVE SITES C N i i d - O O O 4J 4) G. Z i V10 b� to Rf a t0 'O O .0 U U tN U Cn e0 �- 4j i O bur- O W O� 04J Nt V O O " +J -P 'Z i O �� �N oz oN ViJ Q� ............................ ... 2...... N........Z ........ 4-...:....1+• 0. ....... Z.. Site Size and = Expansion Potential 5 = 6_ 3 4 2 1 Land Use Compatibility 1 5 6 4 3 2 Access From Street System 4- 5 3 1 1 6 Suitability of Location for Pleasurecraft Use - - 5 - 4 1 1 1 6 Suitability for Use As A Park 2 = 6 1 3 3 5 Contribution To Riverfront = = = Redevelopment 5 4 3 2 1 6 Site Availability and Acquisition a/ 3 4 3 4 3 5 Ease of Site Preparation and Construction 5 = 4 1 3 2 6 Suitability for Fireboat - Berth 5 4 1 1 1 6 Alternati�� Uses of the - Property' _ 2 5.. 3 4 1 6 OVERALL SCORE .................. 3.7.......47 ... 25-....:.27 ,.: 1.8:... 49.. Rankings for Site Selection 4 5 2 a 1 6 a/ Rankings under this criterion reflect the varying powers of eminent domain by local government over nrivate', quasi -public, and state-owned properties. b/ A higher number indicates that there are one or more better uses for the property than for a boat launch. 4 - 22 SECTION 5:. CONCEPT PLAN FOR SELECTED SITE 5.1 Desi4n Rationale Figure 5.0 presents a conceptual plan for the development of a boat launch, urban park, and fireboat berth at the foot of Castle Street near the lift bridge. The conceptual nature of the plan must be emphasized. Any final design would be dependent on a detailed topographic survey (including near shore marine conditions), locations of utilities, a review of the proposed circulation by the City traffic engineer, a detailed landscaping scheme, etc. Nonetheless, some of the reasoning behind the design presented is as follows: 1) The double ramp is located directly at the foot of Castle Street, where no existing bulkheading would have to be removed. 2) .The parking area will accommodate 24 cars with trailers within a reasonable walking distance of the ramp, and the lot does not consume desirable waterfront turf. 3) A dock for the fireboat is located on the site but at a good distance from the recreational activities associated with the boat ramp. 4) A small amount of parking is provided for the limited needs of fireboat crews. 5) The picnic area is located immediately adjacent to the water, and is partially shaded by the lift bridge to provide choice of comfort. 6) Space is reserved next to the ramp for a possible fueling facility as future conditions may warrant. 7) A wash down and tie down area is provided on one side of the exit route, a suitable distance from the ramp. 8) Construction of extensive new road surfaces is minimized by the design; i.e., access to the ramp, the fireboat and the picnic area is via the same entrance. Separate access routes as well as additional parking for the exclusive use of picnickers could be provided as desirable or warranted. 9) With regard to the fireboat berth in particular, consideration might also be given to locating the fireboat at a site separate from the boat launch. Possible locations could include the Castle Street north site (long term lease from CP&L) or similar arrangement near the foot of Nun Street. 5-1 WASu DOWN & TIC DOWN AREA --- - CASTLE ST. EXIT RAMP _ ONLY-- V FUTURE ' FUELING 1 NOT TO SCALE - ' STATION ` \ V / PARK114C\ O i / BRIDGE PIER ENTRANCE 1 . s rr \ NIC ONLY 1 ' r.. 1 f l / , `tiJ[��• AREA PARKING co cu cc FIRE' BOAT .. DOCK ;' �;� R/Cyr � � I I • + OP FOOT OF CASTLE STREET• -.SOUTH SIDE OF STREET CONCEPTUAL PLAN PROPOSED BOAT LAUNCH �0 FIREBOAT DOCK FACILITY APPENDIX ONE LIST'OF'CONTACTS- Roy Armstrong, Jr. President E. A. Bordeaux Member Bobby Britt Richard Carpenter Biologist James Cobb Public Education Officer John Crew Land Use Planning.Coordinator James Fox Member Charles Fullwood Director of Field Operations Ted Funderburk Division Engineer Edward V. Grace Captain of the Port Ms. Pat Hardy Chairperson Tommy King General Chairman Steve Lee Chairman Steve Lund Donald J. Manley Regional Director Pender County Bass Club and Eastern Regional Bass Federation New Hanover Fishing Club Wilmington Power Boat Builder and Racer Wilmington N. C. Division of Marine Fisheries_ Wilmington Coast Guard Auxiliary Flotilla Wilmington N. C. DNRCD Washington, N. C. Ducks Unlimited Wilmington N._C. Wildlife Resources Commission Raleigh N. C. Department of Transportation Wilmington U. S. Coast Guard Wilmington 1982 Riverfest Raft Race Wilmington Ducks Unlimited Wilmington Riverfest Invitational Regatta Wilmington Regulatory Function Branch U. S. Army Corps of Engineers Wilmington Eastern North Carolina Ducks Unlimited Clinton A-1 Ken•:McGee President John Murchison W. E. Phillips Assistant Chief Dr. Fletcher Reiman. Dr. Al Roseman Sponsor Chairman Kenny Sprunt, Jr. Member Robert Stroud CAMA Permit Officer Lloyd Tyndall Tony Williams Wildlife Enforcement Officer Sandy Wessell Les Wyatt Civil Engineer New Hanover Fishing Club Interested Citizen and Fishermen Wilmington Division of Boating N. C. Wildlife Resources Commission Raleigh U. S. Power Squadron Wilmington Ducks Unlimited Ducks Unlimited N. C. DNRCD Wilmington Civil Engineer and Boater Floodplain Management Section U. S. Army Corps of -Engineers Wilmington N. C. Wildlife Resources Commission Wilmington Duck Hunter U.S. Army Corps of Engineers Wilmington A-2 APPENDIX TWO WIL R41100 MoftWA Sw. t-2• 63 LocallRegionlSfate Annexations burn firefighters, 4B Planners determined to construct boat launch By BotheNewsona The of at twikBng a bo launch along WilmingWn9 river. front, bantered about sporadically since the I%0a, is still af]at thanks to a group of a who are continwng to for an a=priata site and adequate TU plannem junction with citymng nproperty management olfc-'r s, are now evaluating sites Cor a boat launch, said Arcelia Wicker, the city's associate director of planning. Finding a site is cemplicated by the fact. Wilmington doesn't want to build just an ordinary boat launch, Wicker said. -We're looking beyond the kind you we at Wrightsville Beach, for example." It should have from two to four concrete boat ramps with catwalks, he said. in addition, the facility should have adequate lighting, benches. restrooms, shelters and pirnic tables he said. "It should help rejnrenato the riverfront be. tween the two bridges." It would also oa mooring for the city's firebat In seeking a site, the plaonen an keeping in mind the need Cor ade- quate parking, he said, which is a major hassle at the existing make- shift boat launch at the foot of Nun Street They also want the new site to be easily accessible from the city's main streets, to have room for ex. pansion and to provide temporary docking space for waiting boats, he explained Wilmingtorra riverfront plan lists two primary sites — Hinton Park and the foot of Castle Street — but Wicker said other sites also are under ronsideration. They include the beabowd Coast Lino siteaseti of (kpe Fear Technical Institate, just north of the N.C. State Ports Authority mad the existing Nun .Str'e!t cilia. Making the Nun Street site a per- manent boat launch might arouse the ire of residents whose homes are just ,a few yards away. The idea of building a boat launch goes back at least to 1947, when it was part of a city plan,. Wicker said. But due to other prior- ities, it has taken a back seat The recent reawakening of interest in the riverfront and the proliferation of boats has tesarracted the eoaept, he said. Last March, the city applied for . and in August received a S12.000 state planning grant. matched by $6,000 in local funds. After taking to state wildlife and fisheries ex - as well as local fishing and hunting clubs, Wicker said he and his staff were able to confirm the need for a boat launch. e aff sloe -j 1: 7.Par Al t laun. f boa . 3 By Beth Newsome - , tract 1. Sfax Writer ; Construction- is expected to •cage $135,000, ' excluding land acquisitioiij .A'_ Oat re ;site at -the foot of Castle the report:says: The Castle Street site is Street; n' ortli'of the:Cape-Few-Memorial: owned by - I*cific Molasses Co. Which Vj B>�idge; has been designated by the city. opPoses.its use as a boat launch, prefer staff -best; sitefor a proposed boat ring to. keep the property foF expansion! <_launch park•and fireboat dock. _:` i =The ciWs;only .public- boat access to The site;is recommended in a report the river. is a°steep p:at the foot,oT j released by : testy -administration and Nun Street, hampered- by lack- spacer approved unan mously:by;the Wilming -the streeCs steepness ;and overhangmgj ton; City. Council :Tuesday night.`.The ' Property`Wes selected:from five possible "There if3 a confirmed stronghdemand f ' ' o re ale or a boat launchin facili n. Fear River.ia Wilmington; :.:the __port r It was chosen because its �sLze would ,. a11ow,-ample:: room- for' initial :develop- :said. The design should .include tw�pat meat and for expansion; the report _said... ramps, Parking,for, up: to 2 cars _ `vlt,t4 r f It'could" also• -serve as .a• transition' be- trailers, enough room for: maneuvering,, tween. the .Historic District and -the: in :automobiles, courtesy: docking -and a sep-� " :dustrial area south of the ', =addition, easily accessibleb:rfirdogmet the:uil- po�s atz tsotheseIdnc rding rtuTneotheiameriitieshould tersections : of ` M&,,.17174l'ls i i &;-, 2, f Abe added to create az atmosphe>te; Thirdr Street .and Front $tree The:other'sites,.undei:.e side;ration'-. Thg.fireboat'doc probably vifouldno"t ' t were t near Hilton ` ?'aik; ; se4board Sys be . tx nstruc — at first: f'= • t gailroad'', pipperty north .of: cape . = if constructed; the boat Iaunch wi111ir{ ` 1 � Fear=Technical Institute,: a:location_ be � . the. tbs such facility; in Nervtr Hanover. = t �tweo*--Nuniand".Churcir.:streets..andrthe ; Count3r'and,_the. first. developed by the N C:;State Ports :Authof' Wa northern City,of'Wilmington t -. l .--us..xar:iffi.�t•s:3aa».;.-....s.-.r.....:+>s�.: «:... .`:.. -i a.e ...�........ a ....j.»... >-.....�»-...es-•i:.::,.a.a....-�':.. A-3 4A Wilmington Morning Star / Tuesday, January 4,1983' WILMINGTON/ :.. or,�on • ar • _ . ESTABLISHED 1887 Jsm.s C. Week*, Publisher Charles K Anderson, Edits + W1111wn J. Coughlin, Maneging Eclifor Charles W. Rlesz Jr., Editorial Page Editor. P1d i- SNews Newspapes 17th Street WYtrr*KMm. N.C. 28401 ANEW YORK TIMES COMPANY Cl launches.. _ ty Aoodidea- One of the delights- of Riverfest is the colorful- confusion of pleasure boats on the Cape; Fear River. So why aren't boats on theoriver at:other ' times of the year? ; j i. Partly because you can't'get there from down- town — unless - you ' are the daredevil sort who wants to challenge his brakes and his nerves on the slippery cliff at the foot of Nun Street: . City planners would like. to change that. They're trying to decide where a good boat launch• ing facility might be built, complete with rest rooms and parking. It's a great idea. ` True, the river, with its strong. currents and tricky breezes, isn't likely to tempt many sailors:. And power boaters. will have to keep a sharp eye . out for barges and freighters. Still, the river is �a' scenic body of water that many boaters have never explored because it was - too too much trouble. Giving them launching ramps. I should not only put a few more boats on the Cape Fear, but give strollers and bench -sitters some- thing else to look at. -Themew riverfront park was a first step toward Winging Ahe.xiver, back; as Wilmingtoa's. scenic . frbnt. yard. Boat' ramps would gibe that. `effort i another boost. A-4