Saving the Cape Hatteras Light Station from the = Sea

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Saving the Cape Hatteras Light Station from the Sea

Paul C. Cloyd=20 PE/RA International Council on Monuments and Sites 12th = General=20 Assembly and Symposium Mexico, October 17-23,=20 1999	photo by Mike = Booher=20

Table of=20 Contents

IntroductionHistory of the Light = Station
SignificanceDescription of = the=20 Station
Environmental = Threats to=20 the Light Station
Previous Responses = to the=20 Natural Threats
The=20 Preservation Options
Factors Considered = in the=20 Preservation Option Selection
Design-Build = Contracting=20 Method:
Technical=20 Move Methods
Conclusion
BibliographyLinks

Introduction

The barrier island of the = Outer=20 Banks curves out into the Atlantic Ocean off North Carolina. This broken = strand=20 of land is subject to powerful currents and storms that cause erosion of = east-facing shorelines. Here rests the Cape Hatteras Light = Station.
The Cape=20 Hatteras Light Station, consists of a lighthouse tower, principal = keeper=92s=20 dwelling, duplex assistant keeper=92s dwelling, and oil house. It exists = as a=20 relatively complete light station with its major support buildings=20 intact.
The Cape Hatteras Light Station includes the tallest brick = lighthouse=20 in the US, second tallest in the world . One hundred and thirty years = ago, 490=20 meters separated the lighthouse from the shoreline. By 1997 the sea had = reduced=20 this to 36 meters. The station faced inevitable destruction due to = coastal=20 erosion unless some action was taken
June 1998, the National Park = Service=20 awarded a contract for the design and relocation of the light station=20 structures. Construction commenced in December of 1998 and the = relocation of all=20 the structures was completed by October of 1999. All light station = buildings=20 including the light house have been relocated essentially intact.
The = Cape=20 Hatteras Light Station now sits .9 kilometers to the southwest of its = original=20 location. This will paper will discuss how the US National Park Service = arrived=20 at the decision to relocate the station and how they executed the = project.

Return to = Table of=20 Contents

History of the Light = Station=20

As early as the 1500=92s, when ships depended on = wind for=20 power, mariners learned to take advantage of ocean currents. North and = East=20 bound vessels followed the Gulf Stream. Southbound ships followed the = Virginia=20 Coastal Current. Ships passed close by the Outer Banks and the = treacherous=20 shoals off Cape Hatteras.
In 1797, Congress recognized the need for a = navigational aid in the vicinity of Cape Hatteras. The first lighthouse = of=20 sandstone construction was completed in 1803 and stood about 1.6 = kilometers=20 inland from the ocean beach. Inspections in the late 1860=92s showed = growing=20 cracks in the sandstone structure, and construction of a new lighthouse = was=20 recommended.
Dexter Stetson served as foreman of construction for = the new=20 Cape Hatteras Lighthouse. Upon the first excavation for the new = foundation of=20 massive granite, Stetson discovered that he could only dig about six = feet before=20 hitting hard, compact sand. Though he had the use of pile drivers, he = used the=20 naturally hardened subsurface upon which to lay three courses of yellow = pine=20 timber that would serve as the first layer of the foundation. Submerged = below=20 the fresh water table, Stetson believed the timber would remain = steel-strong.=20 And so they did, the contractors found the timbers in sound condition as = they=20 were uncovered during the excavation for the 1999 relocation. =
Construction=20 of the second (and existing) Hatteras Lighthouse finished in 1870 with=20 activation of the light 1870. Soon after the US Lighthouse Service = demolished=20 the 1803 structure fearing its inevitable natural collapse could cause = harm. The=20 demolition left only foundation remnants until 1980 when a fierce storm=20 submerged the 1803 site.

Return to = Table of=20 Contents

Significance
Because the shoreline along = the Outer=20 Banks is generally flat, there were no landmarks visible to = mariners=20 unless they steered too close to the dangerous shore. Known as the = graveyard of the Atlantic, estimates suggest that more than 2,200 = craft of=20 various sizes and types have met disaster in the vicinity of Cape=20 Hatteras.
Seen as a crucial coastal aid to navigation and given = a high=20 priority, the light station at Cape Hatteras was first conceived = in 1794=20 and completed in 1803.

The Atlantic Coast of the United States served as a major = transportation=20 corridor for commercial traffic from the late 18th through the 20th = centuries.=20 The construction of the Cape Hatteras Light Station directly reflects = the early=20 efforts of the federal government to provide an integrated national = system of=20 navigational aids. Cape Hatteras Lighthouse is among the most popular=20 lighthouses in America. Its majestic setting at the bend of the Outer = Banks=20 provides a striking presence. The light station attracts close to = 1,000,000=20 visitors to the site with more than 224,000 visitors entering the = lighthouse=20 each year. Cape Hatteras is perhaps the most significant in the chain of = lights=20 marking the Atlantic coastal shipping lane.
The present light station = embodies a distinctive design and method of construction that typified=20 first-order coastal lighthouse construction on the East Coast of the = United=20 States during the second half of the 19th century. The earliest = materials used=20 for lighthouse construction were wood and/or rubble stone masonry. Later = cut=20 stone and brick were used, allowing towers increased height for better=20 visibility. The design of the tall brick towers consisted of a double = wall with=20 a hollow space between the wall. This design lightened the load and = reduced the=20 overall cost by using fewer bricks while still providing a highly = durable=20 structure.
Cape Hatteras Lighthouse serves as a national icon for = American=20 lighthouses. Its unique spiral banding on the tower is distinct and easy = to=20 recognize. Most Americans have viewed its image or a rendering of that = image at=20 one time or another. Although there are many lighthouse construction = types, most=20 think of the tower similar to the one at Cape Hatteras when imagines a=20 lighthouse. In the minds of many Americans,the Cape Hatteras Lighthouse = is the=20 Nation=92s lighthouse.
Of the one thousand lighthouses built by the = US=20 Lighthouse Service, the Cape Hatteras Lighthouse receives the most = recognition=20 in America. The US Department of Interior has designated the Cape = Hatteras Light=20 Station a National Historic Landmark. This week the American Society of = Civil=20 Engineers has designated the Lighthouse a Historic Civil Engineering = Landmark.=20

Return to = Table of=20 Contents

Description of the = Station The Lighthouse foundation consists of two levels of yellow pine = timber=20 supporting large blocks of rubble granite laid in cement mortar. = All=20 interstices received smaller stones of granite resulting in a = solid,=20 well-consolidated foundation.

The total height of the structure from the base of the foundation to = the top=20 of the pinnacle is 63 meters. The tower rests on an octagonal granite = base 7.3=20 meters in height and 14 meters in diameter at the lower plinth course. = The=20 dressed granite blocks for the quoins came from Vermont. Bartlett and = Robbins=20 cast the iron spiral interior stairway. One and a quarter million = dark-red=20 bricks for the tower came from kilns along the James River near Richmond = Virginia. The tower extends 60 meters from ground level to the top of = the=20 pinnacle.

The tower is constructed of interior and exterior brick = walls=20 with interstitial walls resembling the spokes of a wheel typical for = masonry=20 lighthouse construction of this period. A marble plaque inside the = entrance=20 foyer is inscribed =93Cape Hatteras Light House Erected AD 1870, = Latitude=20 35=B0-15=92-14=94 Longitude 75=B0-30=92-56=94.
In I873 the tower = received its signatory=20 spiral bands of alternating black and white. A total of four bands, two = white,=20 two black, make 1 =BD revolutions about the tower.
Henry Lepaute, = Paris, France=20 produced the original first order revolving lens. The lens turning = mechanism=20 consisted of a weight-driven clock with a wire rope =BC inch in diameter = and 160=20 feet in length attached to 150 pounds of double lead weight. Oil lamps=20 originally illuminated the light. In 1934 the Coast Guard electrified = the light.=20 In less than two years later shoreline erosion resulted in the = abandonment of=20 the light house in 1936. The Coast Guard set up a new light on a nearby = skeletal=20 tower. Vandals heavily damaged the first-order lens left in the = abandoned=20 lighthouse. The US Coast Guard removed the remains of the classical lens = in=20 1949. The Coast Guard installed a new lighting device in 1950 when they = returned=20 the light to the old tower. In 1972 the light received a rotating beacon = with=20 two 1000 watt lamps. The light=92s focal plane is 58 meters above mean = high water=20 level.
In 1854 the structure now known as the Double Keeper=92s = Quarters was=20 constructed on brick piers and enclosed whitewashed clapboards. The = structure=20 measures approximately 26 by 13 meters. In 1954 the National Park = Service=20 converted the interior of the structure to the museum for visitors to = learn more=20 about the National Seashore Center.
In 1871 the US Lighthouse = Service=20 completed a brick dwelling for the principal keeper. At least one = account states=20 the dwelling was originally to be built of wood but since there was = extra brick=20 left over from building the tower, it was built of brick. The principal = keeper=92s=20 dwelling sits just east of the assistant keeper=92s dwelling and north = of the=20 tower. A cistern connected to the roof gutter system adjoins the north = end of=20 the structure. The Principal Keeper=92s Quarters measures approximately = 11 meters=20 feet by 10 meters.

Return to = Table of=20 Contents

Environmental = Threats to the=20 Light Station

The two primary threats to the = light house=20 were salt water intrusion leading to the deterioration of the timber mat = and the=20 undermining of the foundation as the shoreline erodes. Yellow pine = timbers sat=20 in fresh water on compacted sand. When construction began in 1868 = foreman=20 Stetson found he could not easily drive pilings through hard sand = beginning at=20 barely six feet below ground. The floating timber mat foundation = provided a=20 simple alternative for this situation. As long as the sand surrounding = the=20 foundation remained in place and the timbers remained bathed in fresh = water the=20 foundation would be secure. If salt water displaced the fresh water the = timbers=20 would begin to rot and the foundation would fail. Coastal geologists = have called=20 these wood timbers the =93Achilles heel=94 of the lighthouse and have = said, =93Neither=20 seawalls nor groins are long-term deterrents to its collapse.=94 With = the ocean=20 moving ever closer to the lighthouse, the danger of salt water intrusion = increased. During a December 1994 storm, ocean waves actually reached = the base=20 of the lighthouse.

Lateral Loads
The pine timber = mat=20 lies only about six feet below ground, held down by the weight of the = massive=20 lighthouse. The 1988 National Academy of Science (NAS) committee=92s = report=20 suggested this makes the tower vulnerable to the direct lateral force of = storm=20 winds. However, the empirical evidence of surviving 130 years of = Atlantic storms=20 provides strong evidence that this may not be the worst threat. Indeed = the=20 structural analysis of the lighthouse found that its center of gravity = lays 20=20 meters (about 1/3 total height) above grade. The low center of gravity = and its=20 symmetrical cylindrical form providing a structure highly resistant to = lateral=20 loading of high winds. This also indicated the structure=92s ability to = withstand=20 the stresses caused by the relocation.

Shore Line=20 Erosion
Hatteras Island is a barrier island migrating = southwesterly,=20 driven by rising sea levels and prevailing water and wind currents. At = its=20 completion in 1870, the Cape Hatteras Lighthouse stood about 490 meters = from=20 high tide. Over the years the beach eroded and by the 1920=92s the ocean = had=20 advanced to within 100 meters of the Lighthouse.
Despite millions of = dollars=20 invested in beach nourishment (pumping in sand), groins (walls built=20 perpendicular to the shoreline intended to trap sand), huge sandbags, = artificial=20 seaweed (planted to stabilize sand just offshore) and other short-term=20 protection methods, erosion has steadily brought the ocean closer and = closer to=20 the lighthouse.
Changes in sea level, among other factors affect the = rate of=20 beach erosion. Responding to the gradually rising sea level of the past = several=20 thousand years, barrier island systems have migrated westward. Hatteras = Island=20 is no exception. This migration occurs as storm-driven ocean tides wash=20 completely over the islands, moving sand sediments toward the sound = shoreline.=20 Because of this migration, barrier islands are among the most unstable = land=20 masses on earth. Under these conditions, stationary structures built on = them,=20 such as the Cape Hatteras Lighthouse, are inevitably threatened. Coastal = geologists held the expectation that east-facing shoreline in front of = the=20 lighthouse would continue to recede until storm-driven waves undermined = the=20 tower=92s foundation and topple the lighthouse.
The 1990 Development = Concept=20 Plan shows a straight-line move that skews towards west away from the = shore. The=20 goal was to set the lighthouse house back 490 meters from the shoreline = as it=20 was originally. In 1990 the move distance for accomplish the 490 meter = shoreline=20 set back then required a 760 meter move. By 1997, the intervening 7 = years of=20 beach erosion required extending the move an additional 120 meters to = 880 meters=20 to accomplish the same 490 meter setback.

Return to = Table of=20 Contents

Previous Responses to the Natural=20 Threats In 1870, the lighthouse stood 490 = meters=20 from the ocean. By 1919, the ocean had advanced to within 100 = meters of=20 the tower and to within 30 meters by 1935. A combination of = natural=20 changes and a number of human interventions postponed the threat = for a=20 number of years.	photo courtesy of the = National Park=20 Service

Time Line
1930s
The Civilian = Conservation=20 Corps begins building a barrier sand-dune system along the entire length = of=20 Hatteras Island. The ocean advances to within 30 meters of the = tower.
The US=20 Coast Guard abandons the lighthouse. The National Park Service takes = custody of=20 the light station.
1950
The Coast Guard reactivates the = lighthouse=20 when the erosion problems seem to have = stabilized.
1960s
About=20 312,000 cubic yards of sand were pumped from the Pamlico Sound onto the = beach=20 (beach renourishment) Large nylon sand-filled bags are placed in front = of the=20 lighthouse.
US Navy builds three reinforced concrete groins to = protect the=20 Naval Facility. This incidentally provided some short term protection to = the=20 lighthouse.
1970s
About 200,000 cubic yards of sand were = moved from=20 Cape Hatteras Point to the beach in the lighthouse area. Later again an=20 additional 1,300,000 cubic yards of sand were moved from Cape Hatteras = Point to=20 the beach. Storms partially destroy the groins that the Navy built in = 1969. They=20 were repaired with sheet steel piling.
1980s
A severe storm = in=20 March 1980 destroys the remaining 1803 lighthouse ruins. The groin = nearest the=20 lighthouse was extended 150 feet after storms flank the beach anchor = point. The=20 ocean washes completely around the extension in December and forces an = emergency=20 protection project, which pushes the sea back from the lighthouse to = about 30=20 meters away. The sea had reached to less than 25 meters to the = lighthouse=20 base.
The Corps of Engineers developed protection alternatives, = including a=20 seawall encircling the lighthouse. Other alternatives were moving the=20 lighthouse, offshore breakwaters and more groins. In September, about = 700=20 sandbags were placed in a protective dike around the lighthouse. The = groin=20 nearest the lighthouse was extended 45 more meters.
Funding for a = seawall is=20 secured. A private group, =93Move the Lighthouse Committee,=94 presents=20 documentation of relocation technologies not previously available. The = National=20 Park Service contracted with the National Academy of Sciences for an = independent=20 review of all protection options.
The academy recommends that the = lighthouse=20 be moved.
The National Park Service announces their preference for = the=20 relocation option.
1990-94
The National Park Service = produced=20 documents to comply with environmental and cultural resource regulations = )
The National Park Service defers relocation to redirect money to = emergency=20 interim protection measures. Hurricane Emily damaged the lighthouse = lantern deck=20 handrail and windows.
The southern most groin, damaged over the years = by=20 constant battering from the ocean, was repaired in an effort to improve = in-place=20 interim protection. Hurricane Gordon passed within 100 miles of the area = resulting in extensive erosion and dune breaching to the south and north = of the=20 lighthouse. There was also significant damage to the sandbag revetment. = The=20 repair entailed the placement of 380, 1360 kg sandbags to rebuild and = strengthen=20 the protection.
NPS awards a contract to perform restoration work on = the=20 lighthouse.
1994-1998
The Corps of Engineers issues a = report for a=20 fourth groin alternative. Approximately 300 sandbags are placed to both = the=20 north and south sides of the lighthouse. The North Carolina state senate = commissions a team of North Carolina State University engineers and = coastal=20 geologists to revisit and assess the National Academy of Science=92s = initial=20 recommendation to move the lighthouse. The Ad Hoc Committee of Faculty = at North=20 Carolina State University reviewed and updated the 1988 NAS report and = delivered=20 their report to North Carolina State Senate in late 1996. The report = recommends=20 that if the Cape Hatteras Lighthouse is to be preserved for enjoyment by = future=20 generations, it must be moved, and moved now. In the autumn of 1997 the = US=20 congress appropriates $2,000,000 to begin the relocation contracting = process.=20

February-June, 1998: DSC advertises and awards a design- build = contract for relocation to the International Chimney Corporation=20 (ICC).

April 1998: North Carolina Senator = Faircloth and=20 Third District Congressman Jones host a public meeting in nearby Manteo, = NC.=20 This provides a forum to hear reports from agencies and organizations = involved=20 in the relocation issue, and to provide for private, individual citizens = to=20 express their opinions. Some local residences loudly voiced opposition = to the=20 relocation and made it difficult for local proponents of the move to be=20 heard.

July 1998: International Chimney Corporation began = a=20 $1,454,000 contract to design the relocation This included geotechnical = and=20 material investigations at the light station.

September = 1998:=20 Hurricane Bonnie passes almost directly over Cape Hatteras. Damage is = far less=20 than had been feared. Nonetheless this event raises awareness of the=20 threat.

October 1998: Congress appropriates $9.8 Million = for the=20 project. In November, the National Park Service signed the contract = option for=20 ICC to proceed with implementing their relocation = design.

November=20 1998: Dare County commissioners file suit to stop the move. The=20 commissioners withdrew the November suit and filed a second suit January = 1999.=20 Subsequently a federal judge dismissed suit in April = 1999.

December=20 1998: The relocation contractor mobilizes on site.

Return to = Table of=20 Contents

The Preservation=20 Options

At the request of the National Park = Service (NPS),=20 the National Academy of Science=92s National Research Council=92s (NRC) = formed the=20 Committee on Options for Preserving Cape Hatteras Lighthouse in July = 1987 (1988=20 NAS committee). The 1988 NAS committee=92s task was to evaluate and = develop=20 several options for preserving the Cape Hatteras Lighthouse from the = encroaching=20 Atlantic Ocean.
The 1988 NAS committee evaluated many options for = preserving=20 the lighthouse and associated buildings. Both the 1988 NAS committee and = the=20 1990 NPS Development Concept Plan focused on three options described=20 below.

Relocation of the Lighthouse Intact
This = option,=20 the 1988 NAS committee=92s preferred option, involves making incremental = moves of=20 the lighthouse complex. Incremental moves of 120 to 180 meters that = would occur=20 at about 20 year cycles. These would move the complex toward the = southwest of=20 its original position.
By 1990 NPS had concluded that a single, much = longer,=20 move placing the lighthouse back to its same relative position of 490 = meters=20 feet from the shore line was the preferred option.
Despite the = apparent=20 difficulty of moving a large brick structure, the operation entails = minimal=20 risk. Many structures larger and older than Cape Hatteras Lighthouse = have been=20 moved successfully, and the technology for such operations is well = established.=20

Seawall/Revetment The design for a = seawall=20 and revetment was prepared for NPS by the US Army Corps of = Engineers in=20 1985. The proposed design involves four elements: a concrete = seawall=20 encircling the lighthouse, a sheetpile cutoff wall below the = seawall, an=20 underground stone revetment fronting the seawall, and a compacted = earth=20 fill behind the seawall.	Courtesy of the = National Park=20 Service

Although the 1988 NAS committee judged that the seawall/revetment = probably=20 would protect the lighthouse for 20-30 years or more, it did not favor = this=20 option. The seawall would obstruct the view of the lower portion of the=20 lighthouse, and thus would change the appearance of the historic = landmark. The=20 associated lighthouse keepers=92 dwellings and other structures would be = separated=20 from the lighthouse, which would degrade the historical integrity of the = historic district. Constructing a large, hard, defensive structure = around the=20 lighthouse would conflict with several national, state, and NPS = policies. In=20 addition, the beach in front of the seawall would be lost when the = shoreline=20 eroded to the seawall, impeding movement along the beach. Eventually, = the=20 encircled lighthouse would become a tombolo or an island. During = construction,=20 the lighthouse=92s vulnerability to storms would be increased. = Consequently, this=20 option presents the greatest construction-related risk of all the = options=20 considered. Further the lighthouse's pine timber mat would degrade once = salt=20 water infiltrated the fresh water lens unless the mat was replaced. Thus = the=20 risks associated with underpinning and lifting the lighthouse still = remained=20 with this option. Finally, the seawall/revetment would have made a = future=20 relocation of the lighthouse much more difficult. =

Rehabilitation=20 of Groinfield with Revetment
This option involves repairing = and=20 shortening the existing three groins. It would construct one or two new = groins=20 south of the lighthouse, and build a below-grade, reinforced concrete = revetment=20 around the lighthouse. The revetment would protect the lighthouse from = the=20 undermining effects of storms, but not from the battering of waves. The=20 rehabilitated groinfield would stabilize the beach in front of the = lighthouse.=20 The stabilized beach would prevent storm waves from directly battering = the=20 lighthouse, except during the most severe storms.
The 1988 NAS = committee=20 estimated that this option would protect the lighthouse for 20 - 30 = years,=20 barring a disastrous storm. Three major disadvantages to this option = identified=20 were: as the shoreline outside the groinfield continued to retreat, it = would=20 become increasingly expensive to maintain the groins and the beach in = front of=20 the lighthouse. As a consequently the lighthouse would become = increasingly=20 vulnerable to wave damage in severe storms. The groinfield/revetment = option=20 would make future relocation of the lighthouse more difficult and = expensive. In=20 addition, placing hardened defensive structures on the beach would have = violated=20 state and national environmental laws and policies.

Other = Options=20 Considered
The 1988 NAS committee rejected other = options for=20 a variety of reasons. The primary reasons included excessive cost = (continuing=20 beach renourishment), uncertain effectiveness and cost (artificial = reefs),=20 failure to protect the lighthouse for any period (artificial seagrass = and no=20 action), failure to provide either long-term protection or reliable = short-term=20 protection (rehabilitation of the groinfield without a revetment), = violation of=20 various coastal policies (offshore breakwaters and rehabilitation of the = groinfield), and failure to preserve the historic lighthouse (new = lighthouse).=20

Selected Option: Relocation
In 1997 the North = Carolina=20 General Assembly requested that North Carolina State University (NCSU) = appoint a=20 faculty committee to review and update, if necessary, the 1988 NAS = committee=92s=20 report.
In addition to reviewing the 1988 NAS report the NCSU = Committee=20 reviewed other documents on the lighthouse prepared more recently by, or = at the=20 request of, the National Park Service.
The NCSU committee = subsequently=20 provided the following recommendations:
If the Cape Hatteras = Lighthouse is=20 to be preserved for enjoyment by future generations, it must be moved. = This is=20 the only option that is technically feasible and consistent with both = current=20 knowledge of the shoreline and with existing public policy. Since 1988,=20 additional information about the structural geology of the Hatteras = shore, the=20 rate of shoreline retreat, the rate of sea-level rise, and coastal = storms=20 indicates that unless the lighthouse is moved, it will be destroyed by = the=20 Atlantic Ocean. Continuing shoreline erosion will undermine the = lighthouse and=20 destroy the structural integrity of its foundation.
In the early = 1990s the=20 National Park Service adopted a policy that would move the light house = when the=20 risk of leaving it in place exceeded the risks of moving it. When the = National=20 Park Service received the NCSU report in late 1996 it concluded the time = to act=20 had arrived.

Return to = Table of=20 Contents

Factors Considered in = the=20 Preservation Option Selection

Historic preservation = has always=20 been part of NPS=92s mission. The NPS Organic Act of 1916 directs = the agency=20 =93to conserve the scenery and the natural and historic objects = and the=20 wildlife therein and to provide for the enjoyment of the same in = such=20 manner and by such means as will leave them unimpaired for the = enjoyment=20 of future generations.=94 The National Historic Preservation Act = of 1966=20 sets specific requirements for all federal agencies to consider = historic=20 preservation values when conducting undertakings.	photo by Mike=20 Booher

Historic preservation = has always=20 been part of NPS=92s mission. The NPS Organic Act of 1916 directs = the agency=20 =93to conserve the scenery and the natural and historic objects = and the=20 wildlife therein and to provide for the enjoyment of the same in = such=20 manner and by such means as will leave them unimpaired for the = enjoyment=20 of future generations.=94 The National Historic Preservation Act = of 1966=20 sets specific requirements for all federal agencies to consider = historic=20 preservation values when conducting undertakings.

photo by Mike=20 Booher

The act does not mandate the automatic preservation all historic = properties.=20 The act does mandate a management and consultation process between = federal=20 agencies and state and federal preservation officials. In this instance = the,=20 North Carolina State Historic Preservation officer concurred that = relocating the=20 light station afforded the best means of the protecting the = resource.
An=20 array of federal statutes and regulations govern development and = protection of=20 the coast as well as contiguous marine areas. These laws discourage = efforts to=20 harden or artificially stabilize retreating shorelines .
In selecting = an=20 option or combination of options to preserve the lighthouse, NPS had to = comply=20 with public policies concerning historic preservation as well as those=20 concerning coastal management and protection. This case posed a = potential=20 conflict between policies that would preserve the historic lighthouse = and=20 policies that would allow natural processes to occur unimpeded. With its = dual=20 mandates of historic preservation and conservation of natural areas, NPS = must=20 deal with such conflicts. The relocation option presented the best = solution to=20 meet the intent of both policies.
Another conflict included local = opposition=20 to the move. Opponents held doubts on the technical feasibility and = safety of=20 the move, belief that preservation in place would be more cost = effective, and=20 that the loss of site integrity was unacceptable. The 1988 NAS report = and=20 subsequent documents thoroughly refuted these concerns. Never-the-less = some=20 among the local community remained unconvinced.

Return to = Table of=20 Contents

Design-Build = Contracting=20 Method:

The 1988 NAS Committee report had = recommended the=20 contract be award as a single contract for the design and implementation = of the=20 move. This single contract, known as a =93design-build=94 contract = presented new=20 approach for the National Park Service. This method allowed the contract = award=20 to be based upon the =93best value=94 to the government as opposed to = more=20 traditional low bid award process.
The National Park Service = appointed a=20 contractor selection committee that included NPS structural and = construction=20 engineers and chaired by the author. NPS also placed two outside = advisory panel=20 members who had served on the 1988 NAS and the 1997 North Carolina State = University committees.
In December 1997 NPS issued a request for = contractor=20 qualifications. Six firms submitted qualification packages for = consideration by=20 the selection committee. All the firms were experienced in moving large = heavy=20 pieces of equipment and buildings. A few of these had had experience in = moving=20 historic masonry buildings. Only the International Chimney Corporation = had=20 actually moved other masonry lighthouses. None of the firms had ever = moved=20 anything as tall or with the load concentration of the Cape Hatteras = Light=20 house.
Two of the firms were found to be highly qualified firms. = These two=20 forms received the full request for proposal (RFP) package that outlined = the=20 full requirements of the project. The firms had 8 weeks to develop a = technical=20 and price proposals for the consideration by the selection = committee.
The=20 technical proposals were evaluated against criteria that included = suitability=20 and reliability of all aspects of the work, protection of the historic=20 structures=92 fabric and management organization of the project by the=20 firm.
Scheduling criteria required that the light house be moved onto = its new=20 foundation to avoid the extreme weather from =93nor=92easters=94 (winter = storms along=20 the American Atlantic coast with driving winds that come out of the = northeast)=20 and hurricanes. This meant moving of the light house must occur in the 3 = month=20 window of good weather between April and July.
The selection = committee=20 awarded the contract to the International Chimney Corporation.

Return to = Table of=20 Contents

Technical Move=20 Method

The contractor estimated = the=20 lighthouse move weight at over 4000 metric tons. The preparatory = work=20 phase included the identification and installation of bracing,=20 reinforcing, or structural enhancement at all the structures. = Brickwork=20 inspection, necessary splinting, exterior plinth reinforcement, = entry=20 stairway removal and entryway bracing were part of the necessary=20 preparation. for the lighthouse move. The next step entailed=20 foundation removal and installation of temporary support. Cutting = and=20 coring operations selectively removed portions of the existing = foundation=20 in order to insert the steel support frame. A 3/8=94 heavy duty = diamond=20 cable wire saw created the separation plane. The foundation stone = below=20 was removed and when the existing wooden foundation mat was = exposed,=20 shoring towers were installed. The main and cross steel beams were = then=20 put in place.	photo by Mike = Booher=20

The contractor estimated = the=20 lighthouse move weight at over 4000 metric tons. The preparatory = work=20 phase included the identification and installation of bracing,=20 reinforcing, or structural enhancement at all the structures. = Brickwork=20 inspection, necessary splinting, exterior plinth reinforcement, = entry=20 stairway removal and entryway bracing were part of the necessary=20 preparation. for the lighthouse move.
The next step entailed=20 foundation removal and installation of temporary support. Cutting = and=20 coring operations selectively removed portions of the existing = foundation=20 in order to insert the steel support frame. A 3/8=94 heavy duty = diamond=20 cable wire saw created the separation plane. The foundation stone = below=20 was removed and when the existing wooden foundation mat was = exposed,=20 shoring towers were installed. The main and cross steel beams were = then=20 put in place.

photo by Mike = Booher=20

During the structure = load transfer=20 and lifting phase, the lighthouse gradually transferred from the = temporary=20 support to the support steel frame. A unified hydraulics system = (all=20 lifting points rise at the same rate) lifted the lighthouse off = its=20 foundation and relocation equipment was installed underneath. The=20 contractor used the same system to lift and move the Principal and = Double=20 Keepers Quarters.

In the relocation phase, = the=20 lighthouse traveled on steel rails or tracks to its new site. An = =93I=94 beam=20 matting was placed over improved soils to the edge of the = excavation and=20 the track placed under the lighthouse and the already installed = main beams=20 and roller dollies. Push jacks were then installed between the = track steel=20 and the main beams. The crew then activated the push jacks in = unified=20 hydraulics. At the end of each 5-foot stroke, the jacks were to be = retracted, the system re-charged, and readied for the next 5-foot = stroke.=20 Only a third of the travel system was placed at any one time. =	photo by Mike = Booher=20

In the relocation phase, = the=20 lighthouse traveled on steel rails or tracks to its new site. An = =93I=94 beam=20 matting was placed over improved soils to the edge of the = excavation and=20 the track placed under the lighthouse and the already installed = main beams=20 and roller dollies. Push jacks were then installed between the = track steel=20 and the main beams. The crew then activated the push jacks in = unified=20 hydraulics. At the end of each 5-foot stroke, the jacks were to be = retracted, the system re-charged, and readied for the next 5-foot = stroke.=20 Only a third of the travel system was placed at any one time. =

photo by Mike = Booher=20

As the transportation system and the lighthouse move past a point, = the part=20 of the system already used, the crews retrieved the I beam matting and=20 leap-frogged it ahead. The double keeper=92s quarters and primary = keeper=92s=20 quarters will be transported via rubber tired dollies to their new = location .=20

Common to the relocation = phase for=20 the lighthouse, double keeper=92s quarters, and principal = keeper=92s quarters=20 is the concept of cushioning the structure on hydraulics jacks. = The three=20 zone hydraulic system concept enjoys wide use in structure = relocation=20 projects. Fundamental to this is that three points determine a = plane. The=20 structure rests on a steel grid set to maintain the structure=92s = horizontal=20 and vertical axes. The crew monitors the pressures in the jacks = constantly=20 during the move along with monitoring additional instruments = checking the=20 horizontal and vertical alignment of the lighthouse. With this = hydraulics=20 system the operators make corrections to keep the structure = sitting on in=20 a uniform plane even if traveling over inconsistencies in the move = route.=20 This type of move system (known as a =93soft move=94) mitigates = transmission=20 of the stress to the structure. A rough analogy would be shock = absorbers=20 as found on a car.

photo by Mike = Booher=20

Upon the lighthouse=91s arrival at the new site, it was lowered and = its weight=20 transferred to the new foundation. The process was essentially the = reverse of=20 the procedure used to lift the lighthouse. The new foundation mat has = been=20 constructed of reinforced concrete 1.2 meters thick. The Lighthouse and=20 associated buildings were be set to elevations that will lift them above = the 100=20 year flood plain. They will be set in the same spatial relationship to = one=20 another and relative elevations and to true north as originally = constructed.=20

Return to = Table of=20 Contents

Conclusion
The=20 primary structures forming the Cape Hatteras Light Station remain from = their=20 original construction in the mid to late 19th century. Though, the have = been=20 altered and/or renovated over time, historic changes represent the = historic=20 progression of enlargement and alteration of any light station and do = not=20 detract from their overall historic integrity.
The decision process = to=20 relocate the light station involved scientific investigation, public = involvement=20 and use of the techniques providing the best opportunities for = preserving the=20 structures.
The Cape Hatteras Light Station relocation project = exemplifies=20 the decision making process where the responses to the threat from = natural=20 forces were balanced against cultural and natural resource needs.
The = National Park Service designated the Cape Hatteras Light Station as a = National=20 Historic Landmark in August 1998. The American Society of Civil = Engineers=20 designated the lighthouse a civil engineering historic landmark on = October 18,=20 1999.
The Cape Hatteras Lighthouse has come to symbolize the efforts = of the=20 hundreds of individuals who kept the lights burning along America=92s = coasts. The=20 light will once again flash across Hatteras Island and Diamond Shoals as = the=20 twenty-first century begins.

Return to = Table of=20 Contents

Selected=20 Bibliography

Saving the Cape = Hatteras=20 Lighthouse From the Sea: Options and Policy Implications.=20 Committee on Options for Preserving Cape Hatteras Lighthouse, = National=20 Research Council, National Academy of Sciences, Washington DC = 1988.

Saving the Cape Hatteras Lighthouse From the=20 Sea: Review and Update of the 1988 National Research = Council=20 Report Ad Hoc Committee of Faculty at North Carolina State University, = January=20 1997.

Cape Hatteras Lighthouse Complex, Protection = Alternatives,=20 Development Concept Plan/ Environmental Assessment. = National=20 Park Service, Denver Service Center, 1990

Moving Hatteras, Roberts, Cheryl and = Bruce,=20 Lighthouse Publications February 1999
Cape Hatteras Light Station, = National=20 Historic Landmark Nomination, National Park Service, August=20 1998

Cape Hatteras Lighthouse, Comprehensive = Structural=20 Analysis Report. Hasbrouch Hunderman Architects with = Wiss Janey=20 Elstner, March 1986.

Keeper=92s Dwelling, Cape Hatteras Light Station = Historic=20 Structure Report Part I, National Park Service, December = 1968.=20

Return to = Table of=20 Contents

Links =

Cape Hatteras National = Seashore=20 -Lighthouse Relocation Articles and Images

Outer= Banks=20 Lighthouse Society

Federal = Preservation=20 Forum

International = Council=20 on Monuments and Sites

US National Committee of=20 ICOMOS

WRAL=20 On line-Efforts to move the Cape Hattras Lighthouse Underway

Return to = Table of=20 Contents

Please email your comments or questions to p_cloyd@msn.com

This site is sponsored by Art=20 Itself

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