Statement Number FHWA-SC-EIS-73-070 U. S. Department of Transportation Federal Highway Administration Prepared by South Carolina State Highway Department -FHWA-SC-741262-D Draft Environmental Impact Statement Administrative Action for Proposed Beaufort River Crossing near Beaufort, South Carolina (Beaufort County). The project would extend from S. C. Route 281 on Port Royal Island to U. S. Route 21 on Ladies Island, a distance of approximately 3 to 4 miles. THIS HIGHWAY IMPROVEMENT IS PROPOSED FOR FUNDING UNDER TITLE 23, 1.5.6. U.S.C. THIS STATEMENT FOR THE IMPROVEMENT WAS DEVELOPED IN CONSULTATION WITH THE FEDERAL HIGHWAY ADMINISTRATION AND IS SUBMITTED PURSUANT TO: 42 U.S.C. 4332(2) (c) CLEARED BY STATE HIGHWAY DEPARTMENT: Prepared by: Approval Recomme ded: v: Storga Blas anteattura Aproved: J. D M Maharajevate: July 30, 1923 me : APPROVED AND ADOPTED BY THE FHWA Webuli September 20, 1973 FHWA Reviewing Official NEPA COLLECTION Transportation Library Northwestern University Library Evanstun, li 60201 5 LULE BUTTON SUMMARY SHEET 3 5556 030 782106 1. Administrative Action for Location Approval (x) Draft () Final (X) Environmental Statement ( ) Combination Environmental/Section 4(f) Statement 2. Brief Description: (termini, length and state and counties involved) The project involves the construction of a multi-lane facility from S. C. Route 281 on Port Royal Island to U.S. Route 21 on Ladies Island in Beaufort County. The approximate length of the project is between 2.9 and 4.1 miles (depending on alternate) and involves a bridge over the Beaufort River which is a portion of the intracoastal waterway. . 3. Summary of environmental impacts: Improved traffic flow between Port Royal Island and Ladies Island, provides a fixed span structure across the river (presently only one bridge exists and it is a swing span); involves crossing of considerable marsh land; temporary siltation and increased turbidity during bridge construction; and acquisition of right of way for the length of the project. 4. Alternatives considered: Two alternate locations were considered for the Beaufort River crossing along with the "do nothing'' alternative. 5. a. Federal State and local agencies from which comments requested on draft statement: U. S. Department of Housing and Urban Development U.S. Corps of Engineers U.S. Department of the Interior U.S. Environmental Protection Agency U. S. Department of Commerce U.S. Coast Guard, 7th District Statewide Clearinghouse: Department of Archives and History Department of Parks, Recreation and Tourism Marine Resources Department Wildlife Resources Commission District Clearinghouse: Members Legislative Delegations Local Chambers of Commerce County Managers and Supervisors Mayors Planning Commissions Other agencies and groups as appropriate b. (For final statements) tatements) Federal, State and local agencies and other sources from which written comments have been received. 6. Dates draft statement made available to Council on Environmental Quality and public. Month Day Year -2- CESCE CE TE NOSISTANT SECHETASY OF CONVECE Washington, D.C. 20230 CINTA TOSTA November 19, 1973 Ir. J. D. Homelan, Jr. State Dichvey Engineer michuay Drauer 191 Columbia, South Carolina 29202. Fhop Dear Mr. Weichan: The droit covironmental impact statenent for the Proposcd Becurort River Crossing recr the City of Deaufort, South Carolina, vhich accompanied your lottor of October 1, 1973, has been received by the Departent of Co-orce for review and comment. The statement has been reviewed and the following comments are offered for your considerction. From the information peoviced in the statement, it 13 impossible to poorly 2000s the chicoes of the project on che rashes and associated bioso eins V1 Se cisturbed or destroyed during conssuccion cf the rivcs crocoins. IV. :? Przy; -7.19 : ཀ ལ འདས ་བ པ བས 2.? .. *** 2' ^ ?!!": A list of ODS W222: the po juca acc and a discussion of projccc ciccta co choce 090.- nicos should be provided. It is questionable that culronto Bes 11110incia prores vacon cuchacze or tidl 10. 000. Ovomontavi S01 5101 morchis is cicacctcrised by scot 510:" OVOS CAC Cucine C, SCO A2111 0001107 COTT, CI2. tit. criteris, Co vould 41000 netur.1 1?ter cirt1 cica 3cicons and contacion o iau casion. Tinc ar ceviso.1 Set Sacemont có པ should furthe discuss the cances of disociacor circula- tion pactezns on organic found in the procoa106.. are : | 1 - 2 Additionci information that should be provided to properly evaluate project cffects incluries the following: (1) Dficces of siltation on aquatic organisas in the crea, copccially sessile invertebrates. (2) The poosibility of coltuator intru- 2 sion into the ccuifer by dorucling operations. mais informe tion is necessay because the cquifer is cxtrcnely challow at this location. (3) The effects of a permanent 100s of nutrients to the system by filling at least 1.51 and up to 7.29 acres of mengha. (4) Ihe cffects of causeways on the adjacent march due to an increase in elevation from the weight of fill placed on a soc substrate. 7 V. Alternntives: Parc 12, This section should also discuss the advantages and disadvantages of a fill cauceway versus 27 clevated structure. 21 According to Cosselink, Odum, and Pope, in long-range planning, an cicvated structure is more economical than a fill causeway for the followins reasons: 2 1. The high cconomic, lifc cupport, and recreational value of our remaining mercies. 2. Least diszuption of the ecosystem, especially water $10w pacte-ns. 3. Elimination of the need Co IcConstruct f111 cause- ways then they are throatened by a rise in water levels. According to read and Tory (1971),3/-2cccr levels alcag the Atlantic coasc are rising ac a rate of 0.35 moc/100 years. da cicvated structure would further alleviate the need for much disposal sites and borrow creas. : Port 1/ South Carolina Water Resources Commission. 1972. Royal sound Environmental Study, 555 pages. 2/coscellak, J.G., 2.1. Odum, and A.W. Pone. Unpublished May 1, 1973, prepublication drait cujeci to revision. The value of the Tidal 7228. 3/120ad, 1.11., ord k... Emrt. 1971. Sa lovel as criactca by river runoff, castern United States, Science 173: 425-423. -- - 3 VII. Irreversible and quanto gimn': 1. Camml form of mognurnos: Par? 15. Tie uzata Covizoriental i ces Secco...one ciices Enco mnie beideos which vould be constructed over the Deaufort River and tidcl crecks would affccc 412 marsh and its vildlife only during construction and nos izzevozsibly." MOOVCE, no cvicence to support this conclusion is civen in the statcoont. On the contrary, depending on whether plan A or B is selected, cicher 1.51 0. 7.29 acres of marshi, its nutrient production, and its associated biota will be permanently lost. Altered water (10179 may also affect the remaining marshlands upstream of the project site. Thank you for giving us an opportunity to provide these comments, vilich we hope will be of assistance to you. We would appreciate receiving a copy of the final statement. Sincerely, Sidney R. Galler Deputy Assistant Secretary for Environmental Affairs CN 7310.09 cc: CEQ Mr. Moreland Mr. Ellert Dr. Aron 5 I -- United States Department of the Interior OF XC3 OF THE SECRETARY Soutlicas: Region 1 148 Cain St., N.E. Atlanta, Ga. 30303 R-73-1296 November 15, 1973 2. J. D. McMahan, Jr. State Highway Engineer S. C. Highway Department Drauer 191 Columbia, South Carolina 29202 DOT FAWA Dear Mr. McMahan: 31574-2 > This is in response to your letter of October 1, 1973, to the Assistant Secretary for Program Policy, U. S. Department of the Interior. He have reviewed the drait environmental statement on the proposed Beaufort River crossing near the city of Beaufort, South Carolina (Beaufort County) for effects on historic sites, parks, recreation areas, geolosy, hydrology, and fish and wildlife resources. We offer the following comments for your consideration: It is probabie that no major environmental impact on the mineral resources of the area will be made by the project. However, the presence of mineral deposits of marginal economic value and the commitment of these resources to the project should be discussed in the environmental statement. Damage to the marshland would be less by using alternate A. Less marshland damage would be involved by using this shorter route. It may be possible to relocate alternate A slightly to use more high land area and less marsh. The Bureau of Sport Fisheries and Wildlife would be opposed to any embankment in the marshland on either alignment proposed. This is a highly productive marsh, and we do not feel that the added cost of bridge construction out weighs the destruction of this marsh area. An embankment would not only destroy the marsh, but would change water flow patterns so important in marsh ecology. In conjunction with this project access for boaters and fishermen should be considered. While the Environmental Guidelines on page 3, Preservation of historical areas, is indicated as an "Environmental Guideline," there is no indication of serious consideration of cultural factors. The statement ,on page 11 sets forth that comments were solicited 1 from the State Department of Archives and listory regarding places on the Ilational Register of Historic Places and that no response was received. Therefore, we cannot agree that cultural values have been adequately covered. 1. The National Register of Historic Places should be checked to ascertain if any such properties listed thereon are in the vicinity of the proposal. If there are none, there should be a statement to this effect. If there are such properties listed on the Register in the vicinity, but which will not be affected by the proposal, the environmental statement should contain a sentence indicating that the Register had been consulted, the "Criteria for Ellect" applied to those properties, and that no National Register properties would be affected. 2. The State Historic Preservation Officer should be asked to set forth the cffect of the undertaking on any historical or archeological resources which may be in the process of nonination to the National Register of Historic Places. A copy ci his connents should be appended the envirormental statement and the effect on these areas in the process of nomination should also be explored in the environmental statement. 3. II a check of the National Register or consultation with the State Historic Preservation Officer reveals the presence of existing or potential National Register properties that will be affected, then the environmental statement should contain the following: A list of the sites to be affected. B. An analysis of the nature of the effects of the proposal and of each alternative on the individual site. C. A discussion of the ways in which the effects of the proposal on each alternative were taken into account in selecting the proposed alternative. D. An account of steps taken to assure compliance with Section 106 of the National Historic Preservation Act of 1966, as presented in the Federal Register of February 28, 1973. 2 4. The presence or absence of unknown historic or archeological values that could be affected by the project should be determined by professional archeologists, historians, or others porfessionally competent to investigate such values in the field. In the absence of recorded historic or archeological surveys of the area in question, the best way to insure against inadvertent loss of such values-- and to obviate delays in construction while salvage investigation is undertaken--is to conduct a professional cxamination of the affected area prior to construction. The results of this investigation should be reflected in all parts of the environmental statement which should describe them, analyze their relation to the project by assessment of the project effects upon them, explain what measures will be taken to mitigate loss of cultural values, explain unavoidable adverse effects, and account for irreversible and irretrievable commitments of cultural resources. These, then, need to be explored under Sections II through VIII. In addition, the Advisory Council on Historic Preservation should be listed on the summary sheet as one of the Federal agencies which would review the environmental statement. Thank you for the opportunity to review and comment on the draft environmental statement. Sincerely yours, 1800) June 2013 (Miss) June Whelan Special Assistant to the Secretary Cc: Bureau of Sport Fisheries & Wildlife, Atlanta, Ga. (1) National Park Service, Atlanta, Ga. (1) Bureau of Outdoor Recreation, Atlanta, Ga. (1) Geological Survey, Reston, Va. (1) Geological Survey, Columbia, SC (1) Bureau of Mines, Pittsburgh, Pa. (7) Environmental Project Review, Washington, DC (1) Council on Environmental Quality, Washington, DC (5) 3 INTRODUCTION The South Carolina State Highway Department, in coordination with Federal, State, and local government, plans to construct a new highway facility as part of the primary road system. This environmental impact statement has been prepared on the project in an effort to afford public agencies and citizens the opportunity to review and return comments on this undertaking as part of the Highway planning effort to insure that attention be given to the protection and potential enhancement of the environment within the proposed corridor. This Draft represents the culmination of effort by the High- way Department through maps, area planning studies, as well as input from various state and local agencies. The Port Royal Sound Environ- mental Study prepared by the South Carolina Water Resources Commission was also a source of reference in preparation of the Draft. Environmental Guidelines The statement is in compliance with policies established by the Clean Air Act of 1970, the National Environmental Policy Act of 1969, and Section 4(f) (if applicable) of the U.S. Department of Transportation Act of 1966. Social, physical, and environmental factors have been taken into consideration in developing and evaluating advantages or dis- advantages of each alternative considered in this statement. Con- sideration of other factors include the following: . 1. Protection and enhancement of aesthetic qualities of the area and protection of sensitive areas against undue noise pollution. 2. Development of project to prevent erosion and siltation, including right of way, both during and after construction. 3. Preservation of historical areas. 4. Maximizing highway users benefits DESCRIPTION The proposed Beaufort River Crossing would connect the developed area of Beaufort and Port Royal with Ladies Island and other islands to the east. A multi-lane highway is proposed with two travel lanes in both directions. Of major importance is the new bridge over the Beaufort River which is a part of the Intracoastal Waterway. The western terminus of the project is Ribault Road (S. C. Route 281) which is the primary arterial route connecting the towns of Beaufort and Port Royal. S. C. Route 281 is the only roadway crossing Battery Creek leading to the Parris Island Marine Recruit Depot which is a major employment site in the area. -3- The proposed roadway extends easterly from S. C. Route 281 through wooded, sparsely developed areas to the Beaufort River. A fixed span bridge is proposed across the Beaufort River with adequate clearances to accommodate navigation along the river. (To date, permit applications for the clearances have not been forwarded to the Coast Guard). A bluff exists along the western bank of the river, therefore, the elevation of the roadway and the ground line on the existing highlands of Port Royal would be approximately the same to the edge of this bank. There is also very little marsh area between the bluff and the edge of the water line. This condition does not exist on the eastern side of the river. Marsh would be traversed before reaching high ground. The amount of marsh involved will depend upon the alternates considered as discussed in Section V of this statement. Due to vertical clearance requirements for navigation, the elevation of the roadway would vary between approximately 12 feet and 30 feet above the marsh near the river. After traversing the marsh adjacent to the river, the roadway would proceed on high ground of which a portion has been cleared for farming. The eastern terminus of the project is U.S. Route 21 in the vicinity of S. C. Route 802. U.S. Route 21 is the primary route on the islands. It connects the Beaufort area with the recreation and resort areas on the coast, such as Hunting Island and Fripp Island. Present development along the peninsula between the cities of Beaufort and Port Royal is primarily residential. Some strip commercial development exists along Ribault Road. The United States Naval Hospital occupies a considerable amount of property between Ribault Road and the Beaufort River. The location is generally as shown in Figure 3. Areas of open land still exist on the more sparsely developed portion of the peninsula. Alternate locations considered as shown in Figure 3 are located predominantly in the open land portion. The planned future land use, as presented in the "Development Plan, Beaufort, South Carolina'', indicate the area adjacent to Ribault Road as commercial. Moving away from Ribault Road medium to high density residential uses are projected and then medium to low density residential. Due to the proximity of the Beaufort River and Ribault Road, no low density residential development is included on this side of the roadway. These future land uses would be applicable to Alternate A as shown in Figure 3. The development plan did not include a projected future land use plan for the area in which Alternate B is located. . East of the Beaufort River, in the area of the proposed alternates, land is very sparsely developed. Patches of development which do exist are residential. Some farming operations are conducted on portions of the land with light commercial development along V. S. Route 21. The future land use plan for this area is low to medium density residential with commercial development near the intersection of S. C. Route 802 and U. S. Route 21. The proposed roadway is entirely on new location. The anticipated right of way width on the Port Royal portion of the project is 80 feet. This portion of the roadway would provide for two travel lanes in both directions separated by a paved rough textured median 14 feet wide. Curb and gutter would also be constructed as opposed to open ditch drain- age. This would blend with the urbanistic development trends in the area -4- and conserve right of way. A four lane fixed span concrete and steel bridge is proposed across the river with a median to separate opposing traffic. In the area east of the river, the right of way width proposed would be approximately 200 feet. The widen right of way would accommodate open ditch drainage, which is less expensive to construct and would better compliment the natural surroundings of the more rural area on the islands. This width could quite possibly be reduced to 80 feet near the intersec- tion with U. S. Route 21 to conserve right of way in the more developed area. Partial control of access is proposed for the entire route with access points limited to one per property owner in addition to the street intersections. Since this project will involve crossing of navigable waterways and construction in marsh land, permits from the State Pollution Control Authority, the U.S. Coast Guard, and the Army Crops of Engineers will be required. Presently only a movable span bridge located on U. S. Route 21 connecting the business district of the City of Beaufort with Ladies Island crosses the Beaufort River. This structure is two lanes wide and is restricted in the amount of automobile traffic which it can accommodate due to the frequent opening of the bridge for boat traffic. An increasing amount of boat and automobile traffic is being experienced in this area making the proposed project increasingly important. A 30% increase in the average daily traffic was observed between 1963 and 1969. The frequency of opening the bridge for boat traffic increased from 1800 in the year 1965 to 3750 in 1972. Due to the increasing automobile traffic, a new bridge is urgently needed to serve persons on Ladies Island who depend on the area of Beaufort and Port Royal. It is projected that average daily traffic (ADT) on the new bridge two years after its opening would be approximately 5000. The projected traffic for 1995 is 10000 ADT. It is estimated that seasonal peaks would exceed this figure by approximately 25%. These traffic estimates are based on land use factors which were projected by the Beaufort County Planning Commission for use in development of the BEAUTS Plan. The proposed Beaufort River Crossing is an integral part of the recommended street and highway plan of the Beaufort Area Transportation Study (BEAUTS) published in December of 1971. Included as Figure 4 is the recommended street and highway plan as presented in the study. The river crossing is a portion of a beltway proposed to encircle the Beaufort and Port Royal area. The character of the project is such that it warrants construction even if it were not a portion of the proposed beltway. Traffic studies indicate that the river crossing will facilitate local traffic movement from the developing areas west of Battery Creek to the eastern islands. If the portion of the Beltway across Battery Creek is not constructed, these travel desires can still be satisfied by the present S. C. Route 281, which is proposed to be improved from its present two lane roadway to four lanes, even though increased travel time would be involved. It is anticipated that some of the through traffic which would utilize the Southwest Beltway, if constructed in its entirety, would be diverted to other roadways in the system. This volume is small compared to the remaining traffic which would utilize the bridge. -5- If the remainder of the beltway was not constructed, the pro- ject would benefit and serve the community from a socio-economic viewpoint as well as improving traffic flow. It has two logical termini, S.C. Route 281 to the west and U.S. Route 21 to the east. It provides an additional crossing of the Beaufort River with a fixed span, high level structure as compared to the present bridge which is a movable span structure. Additional reasons i numerated in this statement indicate the importance of the project. This project is considered to be the highest priority in the area since it will provide a new crossing of the Beaufort River to the islands east of the River. It is estimated that the project will require approximately three years to construct. The actual contract letting date is dependent upon the availability of funds. Local officials have strongly urged the advancement of this project. Of primary concern are the inhabitants of the islands east of the Beaufort River. At present, the only way to get to the islands, other than by boat, is across the present U.S. Route 21 movable span bridge. If the bridge structure should become frozen in an open position or be damaged to the extent that auto travel would be pro- hibited, the people on the islands would be considerably inconvenienced. . It would be of extreme concern in the case of emergencies from adverse weather conditions such as storms, hurricanes, etc. which are situa- tions to be reckoned with in coastal areas. At present, there is no alternate route for automobiles to get to the islands. Any supply of medicine or food would be severely hampered in emergency situations. . A fixed span bridge is proposed for the new crossing which would greatly . improve the existing conditions. No automobile traffic delay would be encountered as a result of boat traffic along the river. The present bridge has a history of frequent repair requirements for fenders resulting from boats slamming into them. This results in vehicle delay during these added periods of maintenance on the bridge. of additional concern to local officials is the economic develop- ment of the area. Beaufort County is one of the more economically deprived portions of South Carolina. One of the requirements for deve lopment is adequate transportation facilities. An additional crossing of the Beaufort River should substantially improve the development potential of the islands east of the river. Mostly open land exists on the islands with some recreational, residential, and farming land uses. Fishing and related industry are other activities on the islands. The lack of development on the islands makes work opportunities difficult for the labor force existing on the islands. Future land use projections of primarily residential development will require adequate travel facilities for residents to get to jobs west of the river. Ease of traffic movement is necessary between the areas of Beaufort and Port Royal and the eastern islands for the two areas to compliment each other. Until some additional development occurs on the islands, the areas of job opportunity exist west of the river. This facility will also help relieve congested traffic conditions in the central business area of the City of Beaufort. Since all traffic to the islands has to use the U.S. Route 21 bridge, it all -6- must come through the business district of Beaufort. This is a problem of considerable significance during the summer peak periods. The project is being cleared through notification and review procedures as set forth in Circular A-95 of the U.S. office of Budget and Management. The South Carolina State Highway Department solicited input into this environmental impact statement from the following agencies: S.C. Department of Archives and History *S. C. Department of Wildlife Resources Commission *S. C. Water Resources Commission S.C. Pollution Control Authority *S, C. Land Resource Conservation Commission *S.C. Forestry Commission Low Country Regional Planning Council Response was received from those agencies as indicated by See pages asterick and have been incorporated into the statement. A-1 through A-9. PROBABLE IMPACT OF THE PROPOSED FACILITY The Beaufort-Port Royal area is situated at the confluence of the Beaufort and Broad Rivers on the southerly portion of the South Carolina coast (see Figure 1). Beaufort is an old harbor town rich in historical heritage. The sea island setting attracts tourists to the town and the nearby Hunting and Fripp Islands. The towns of Beaufort and Port Royal are located on Port Royal Island. The Parris Island Marine Recruit Depot is located on Parris Island south of Port Royal Island. Ladies Island, St. Helena Island, Hunting Island, Fripp Island and others are located to the east between Port Royal Island and the Atlantic Ocean (see Figure 2). These islands are separated from Port Royal Island by the Beaufort River, which is a segment of the intracoastal waterway. Development of the Beaufort area has been enhanced by the establishment and growth of armed forces installations. The Marine Corps training installation at Parris Island and the Marine Air Station constitute an important factor in the area's employment, both military and civilian, and are the cornerstones of the local economy. Other major economic activities include vegetable farming and those related to the ocean, such as the fishing, shrimping, and tourist industries. Limited dock facilities are located south of the town of Port Royal near the junction of the Beaufort River and Battery Creek, The Beaufort area has mild temperatures and abundant rainfall. Winters are short and mild, but usually include occasional short periods of Cole temperatures. Summers are long with maximum temperatures ranging from 950 to 100°F. during July and August. The U.S. Weather Bureau records show the average yearly precipitation and temperatures at Savannah (located 40 miles southwest of Beaufort) for the period 1874 to 1957 as 45.75 inches and 66.4°F respectively. Rainfall is usually well distributed with the largest amounts occurring durring -7- the spring and summer months. The average frost free growing season is 273 days. The average date for the last freeze in spring is February 26 and for the first freeze in fall is November 26. Plan. The area is located in the Sea Island Section of the Coastal The terrain has little relief and is heavily wooded on high ground which has not been cleared for farming. Another predominant land feature of the area is the abundant marsh land which supports many forms of plant and animal life. The county is predominantly rural in nature with only two sizable urbanized areas: The Beaufort/Port Royal area and the resort area of Hilton Head. in its early years, its economy was centered about farming operations which required a large labor force. This economic faction of the area has dwindled. The pulpwood industry is prevalent in the area. This industry does not require the labor force that the farming does, nor does the farming industry require the labor force it once required due to the greater utilization of mechanized equipment in the industry. The mainstay of the economy is insecure in that the future and growth of the installations are unpredictable and subject to cutbacks of military spending. Reductions in military operations in the County would probably have profound effects on local economic activity and the operation of such vital services such as education. In recent years, the recreation and tourism industry has been expanded in the area, as well as the retirement industry. Most of this development has occurred on Hilton Head Island south of Beaufort across Port Royal Sound. However, the potential for this form of economic development exists on the islands to the east of the Beaufort River, and has already begun on portions of Ladies and Fripp Islands. Hunting Island is already being maintained as a State Park. As an example of the increase in recreational activity, traffic volume at the entrance to the park in the mid 1960's was approximately 60,000 vehicles per year. This figure progressively increased to 121,000 vehicles in 1969. A marked increase has been noted recently with a count of 225,000 vehicles in 1972. Other economic activity in the area includes the fishing and manufacturing industries. The fishing industry, though it stands out in the area, is relatively small. The principle type of fishing activity other than sport fishing centers on shrimp, crabs and oysters. Current manufacturing operations in the County are geared largely to apparel, food processing and other light industry. The current state of Beaufort County economy presents a picture of a county with a decline in its traditional economic base and in need of a new base to sustain population and community services. As mentioned earlier, a reduction in military operations could have a profound effect on the area. The financial and social conditions of the county would benefit from economic growth which would provide jobs for the labor supply and to increase the tax base to eliminate the county's dependency on military operations. Although many of the taxes collected by the State of South Carolina are shared with County governments, the relatively low property tax base in Beaufort -8- County poses significant problems for the operation of County and local government. The proposed facility would provide a direct connector between Ladies Island and the developed areas of Beaufort and Port Royal. It would greatly enhance the exchange of vehicular traffic between the This is important since the islands east of the Beaufort River have little commercial development and are dependent upon commercial establishments in Beaufort for their staple goods. Increased roadway capacity, as well as an additional waterway crossing, would reduce travel time as well as provide for rapid dispersal of traffic. The high level fixed span structure, rather than a movable span facility such as the U. S. Route 21 bridge over the Beaufort River, would eliminate the possibility of mechanical malfunction of bridge equipment. This aspect could be a valuable asset in that hospital services for the area are located on Port Royal Island between Beaufort and Port Royal. Any malfunction in equipment of the existing movable span bridge could be critical in the event of an emergency requiring ready access to the medical facilities from areas east of the Beaufort River. The improved conditions for traffic movement across the river would also be beneficial in the transportation of students to and from school. Extensive busing is required in the area. The new high school is being constructed just east of S. C. Route 280 about halfway between U. S. Route 21 and S. C. Route 281 east of Battery Creek. No high school is located on the eastern islands; therefore, students have to stay on buses for long periods of time. Additional capacity across the river and also a crossing away from the congested area of the City of Beaufort should help reduce this time. Improved access to recreational facilities such as Hunting Island, Fripp Island, and several area golf courses would result from implementation of this proposed project. Considerable traffic relief would be gained at the U. S. Route 21 bridge over the Beaufort River. Traffic projections of the BEAUTS Study indicate that if no additional structures were provided across the river, the present bridge would be required to accommodate 20,600 vehicles on the average day in 1990. This greatly exceeds the capacity of the existing two lane bridge. One of the primary functions of the new bridge is to provide relief for the present structure. Considerable traffic problems occur on the Beaufort side of the river when the present bridge is opened. While the bridge is opened for boat traffic, the backup of automobiles often extends into the downtown area blocking movement at the intersection of Bay Street which is the main shopping street down town. After the bridge is closed, the rush of automobiles crossing the bridge again creates problems at the intersection resulting in a backup of vehicles across the movable portion of the bridge. This backup of vehicles across the bridge sometimes occurs during normal periods of traffic flow. Traffic volumes routed through the corridor of the proposed location of the roadway would likely result in increased noise and air pollution. The location of the facility would not pass through -9- heavily developed areas. The Naval Hospital is located near the new facility on Port Royal Island; however, the roadway is far enough away from the medical facilities that their operations would not be disturbed by the roadway noise. Noise studies indicate that the 410 noise level for land use category B (residential) of 70 decibels is not exceeded outside the proposed roadway right of way. Noise and air pollution on the dispersal routes from the connector should not be altered appreciably. The effects apply if no improvements were made and all traffic had to continue to utilize the existing street network. In order to retain the effects the project might have on the environment of the area in proper perspective, particularly as to effects of traffic movement, it should be recognized that the roadway is proposed to improve traffic movement that is already occurring across the river, The portion of the roadway on Ladies Island could introduce some additional development. Presently the area is sparsely developed, wooded or utilized for farm land. The addition of a travel facility in the area could quite possibly spur new development. Traffic which would be diverted from the present route (U. S. Route 21) to the new facility would also be diverted from the central business district (CBD) of the City of Beaufort. This should benefit the town since congested traffic conditions now exist. Persons having the need to cross the river but no need to travel through the CBD of the City of Beaufort would now have an alternate route. This would be more desirous for both travelers. It should also benefit the town by helping alleviate congested traffic conditions. Motorists would be able to travel with less interruption and congestion. During construction, it is anticipated that some inconvenience to area residents and motorists would result. However, this would be minimal since little development presently exists along the proposed route. The proposed project would require a considerable amount of yardage of earth material to be transported from another source for proper elevation of the roadbed if a fill is placed across the marsh. This material will have to be obtained from borrow pits as near the proposed roadway location as possible. Approximately 6 to 12 residences and 1 or 2 businesses would S 2 be affected by the proposed project. The actual number would be determined by the alternate location considered as described in Section V of this statement. The Highway Department has investigated the availability of replacement housing and has found that sufficient replacement facilities presently exist. Relocation assistance would be administered in accordance with the Uniform Relocation Assistance and Real Property Acquisition Act. There should not be any disruption of orderly, planned develop- ment for the immediate area, as the appropriate regional agencies have been advised of the project location alternatives. -10- The homes and businesses to be displaced on Port Royal Island are established. Several are wood frame low cost housing while others are brick veneer middle income homes. This also holds true for resi- dences affected on Ladies Island. Social and economic problems rela- ting to the project's location are not anticipated. Dust pollution, erosion and possible siltation problems would be controlled during construction in accordance with U. S. Department of Transportation Memorandum 20-3-70. Contracts on Federal Aid pro- jects include specific temporary pollution control provisions such as use of fiber mats, plastic, straw, dust palliatives, and fast-growing grasses to prevent erosion from water or wind on construction sites. Disposal of land clearing waste, construction and demolition debris would be in accordance with state solid waste regulations. Contracts for work on the project would include addendums directing contractors to S. C. Air Pollution Control regulations 5, 6 and 7 pertaining to open burning, incinerators and total suspended particu- late. Contractors would be responsible for disposal of solid waste generated by this project in a manner satisfactory to the Solid Waste Division, Bureau of Environmental Engineering and the South Carolina State Board of Health. in regard to air quality, the South Carolina Air Quality Imple- mentation Plan represents that there is no evidence indicating that carbon monoxide, hydrocarbons, photochemical oxidants or nitrogen dioxide is a significant problem in South Carolina at present; and it is believed that the current state ambient air quality standards, in conjunction with the Federal Motor Vehicle Emission Standards, will provide adequate control measures. In addition to State Air Pollution Control Regulations, con- tractors would be responsible for compliance with city, county, and other local regulations pertaining to air pollution. No public parks or recreational areas as identified in Section 4(f) of the Department of Transportation Act of 1966 would be affected by the project. Comments were solicited from the State Department of Archives and History regarding places on the National Register of Historic Places. No response was received indicating any such sites would be affected. Further opportunity will be given for comments in distribution of this draft statement. IV. THE PROBABLE ADVERSE ENVIRONMENTAL EFFECTS WHICH CANNOT BE AVOIDED The proposed construction would necessitate encroachment upon an area of marsh adjacent to the Beaufort River. The area is composed basically of marsh grass, spartira alteniflora. The greatest harm to the hydrologic environment would, of course, be to the marshland which would actually be covered by the roadway. The potential for additional marshland damage exists should tidal flow be restricted by an earthen causeway. However, allowances sufficient to maintain the proper exchange in tidal flushing would be made through utilization of relief bridges and culverts particularly at tidal creeks. -11- If an earthen embankment is used through the marshland rather than a bridge structure, removal (mucking) of unstable soil would be necessary. Areas for placement of this ''spoil material" could result in adverse effects if not properly controlled. Areas for ''spoil disposal" will have to be located and the proper permissions acquired. ALTERNATIVES . Two alternate alignments are considered in addition to the "do nothing" alternate in the development of the proposed project (see Figure 3). Alternate A, the alignment furthest to the north, would begin at S. C. Route 281 north of its intersection with Waddell Street on Port Royal. The alignment is located in a wooded area to the north of the Naval Hospital properties. Possibly two residences would be affected by the portion of the route between S. C. Route 281 and the Beaufort River. The crossing of the Beaufort River is at one of its narrowest points (approximately 2150 feet). Approximately 130 feet of marshland construction on the western shore of the river and 1650 feet on the eastern shore would be required. The alignment is in the vicinity of an existing submerged power cable which provides electrical power to the eastern islands. Precautions will be taken to prevent any possible damage to the cable since it is the only source of electrical power to the islands at this time. An addi- tional electrical cable is to be laid across the river bottom north of the present U. S. Route 21 bridge. This cable is scheduled to be completed in the latter part of 1974. The first encounter with high ground on the eastern shore is a cultivated field on Gibbs Island. The alignment continues northerly along the northwestern portion of the field and crosses Meridian Road at a present causeway dividing the marsh. Approximately 470 feet of marsh construction east of the river would be involved other than that adjacent to the river. As mentioned previously, construction through marsh would be such that adequate tidal flow in and out of the marsh would be permitted. This includes the slough separating Ladies Island and Gibbs Island. The suggestion was made by the South Carolina Wildlife and Marine Resources Department that if earthen fill were used for construction in the marsh, the location should be shifted north of this slough. Such a shift would affect less marsh, but would disrupt a subdivision which is presently being developed on the high land. The alignment from Meridian Road on Ladies Island to U. S. Route 21 is through heavily wooded areas and occasional fields which have been cleared for farming. Two houses, one trailer, and a store would be affected immediately north of the crossing of Meridian Road. They appear to be occupied by low income families. Another similar resi- dence is affected approximately halfway between Meridian Road and U. S. Route 21. The proposed project intersects U.S. Route 21 approximately 0.2 mile west of S. C. Route 802. A residence is near the intersecting point although it does not appear that it would be affected. The Alternate B alignment's western terminus would also be S. C. Route 281. The location would be more southerly than Alternate A near the present intersection of s. C. Route 281 and S. C. Route -12- 281 Spur leading to the Port Royal dock facilities. Two commercial establishments, one with an apartment upstairs, located at the inter- section would be affected. Alternate B would also be very close to a motel which has been converted to apartment rental. The roadway then passes through a relatively undeveloped area until it intersects Shell Road. One low income residence and an apartment type dwelling would be affected in this area. East of Shell Road, one home and four mobile homes would be affected. The alignment parallels and is immed- iately south of the southern boundary of the Naval Hospital property. Dependent housing is located in this portion of the hospital. No portion of the roadway would encroach on Naval Hospital property, however. The length of the river crossing for this alternate is greater than Alternate A. The river is approximately 2630 feet in width at this point. As in the northerly alternate, a small amount of marsh construction would be involved on the western bank of the river (approximately 190'). However, considerable marsh construction would be involved on the east side. Approximately 2930 feet of marsh would be traversed. This crossing is through one of the largest areas of marsh located along the river. It is estimated that 850 feet of marsh construction would be involved east of the river other than that adjacent to the river. East of the river, the alignment curves northerly in the marsh to tie with Alternate A near Meridian Road, The nature of the high ground portion between the marsh and Meridian Road is basically wooded. However, one large farm field would be crossed, The Alternate B alignment would deviate from Alternate A approximately one mile south of U. S. Route 21. The location would be more easterly intersecting U. S. Route 21 east of S. C. Route 802. It is not anticipated that any additional residences will be affected, however, the alignment would be near a developed subdivision on U. S. Route 21. 9 Several areas of comparison can be used in evaluating the alternate considered. First of all the least expensive of the alter- natives would be the "do nothing'' alternate, of course. of the two other alternatives the northern most alternative A would be less expensive from a construction standpoint because of a shorter river crossing and less marsh construction. The overall length is also considerably shorter. From a right of way standpoint, Alternate A would be less expensive because of the lesser number of displacements involved and since it is of shorter length will require less total acreage to construct. ESTIMATED CONSTRUCTION COSTS FROM S. C. ROUTE 281 TO U.S. ROUTE 21 Alternate A Alternate B Cost to include fill through marsh adjacent to river. $7,987,000.00 (1.51 Acres of Marsh) $8,689,000.00 $8,566,000.00 (7.29 Acres of Marsh) $9,990,000.00 Cost to include bridging marsh adjacent to river. -13- Again as far as natural environment is concerned, the "do nothing'' alternate would have the least effect. Alternate A would again have a lesser adverse effect than Alternate B due to the shorter overall length and the smaller amount of marshland construction. The human environment would quite possibly suffer if the "do nothing' alternative were selected, primarily on the islands east of the Beaufort River. At present, only one bridge structure exists across the river to accommodate land traffic. Often times the movable portion of the structure has to be opened for navigational traffic along the river. If this structure were damaged or should malfunction in an emergency situation, considerable affects could be experienced by persons on the island since the primary source of supplies is on the Beaufort side of the river. Major medical facilities are also located on the west side of the river. With each of the other alter- nates, a fixed span structure is proposed which would not require adjusting the structure to allow the passage of boat traffic. The capacity of the U, S. Route 21 bridge limits the amount of development which can occur on the islands. Development potential of a recrea- tional and residential nature exists on the islands. According to the Port Royal Sound Environmental Study, this is one of the more desirable forms of development for the environmentally rich area which would noticeable benefit from development. The resultant increase in tax base would assist a relatively financially poor area in which govern- mental services are difficult to provide due to lack of funds. . As mentioned previously, the "do nothing'' alternate would not satisfy traffic demands of the future. A traffic analysis conducted during the BEAUTS Study indicated that the southern most alignment would not provide as much traffic relief for the U.S. Route 21 Bridge as the northern alignment. Since the project termini on Port Royal are only approximately 0.7 mile apart, the difference in pro- jected 1990 volume is not great (Alternate A - 8400, Alternate B 7900). The further north the termini is on Port Royal, the more traffic would be attracted from the City of Beaufort to utilize the new bridge. The upper alignment provides a compromise for traffic from the eastern islands to both Beaufort and Port Royal. The lower crossing would attract very little traffic from the Beaufort area to the bridge. However, it would facilitate movement to the town of Port Royal and the Parris Island and Shell Point areas. Traffic operation problems could also be encountered at the intersection of Alternate B, and S. C. Route 281 on S. C. Route 281 spur. The lower line could provide a more satisfactory connection to St. Helena Island if additional roadways were provided across Chowan Creek. Alternate A is more a long the corridor location for the Southwest Beltway as presented in the BEAUTS Study, which is the most satisfactory from a traffic service standpoint. Concern has been expressed by local groups as to the construction of the portion of the Beltway between Ribault Road and S. C. Route 280 to the west as presented in the plan due to the extensive marsh construction involved. A suggested alter- nate has been to incorporate the existing location of S. C. Route 281 and S. C. Route 280, which are proposed to be widened into the Beltway which would shift it further south. Arguments have been presented both "pro" and "con"' concerning the alternatives. The Alternate A location for crossing of the Beaufort River will leave the option -14- open of a new crossing of Battery Creek as presented in the plan; whereas, the Alternate B location will limit the Southeastern Beltway location to the present crossing of Battery Creek, VI. C RELATIONSHIP BETWEEN LOCAL SHORT-TERM USES OF THE ENVIRONMENT AND ENHANCEMENT OF LONG-TERM PRODUCTIVITY The short-term uses could be identified as the immediate impact construction would have on the corridor through which the roadway facility would pass. Noise and dust pollution would exist in the area while equipment is at work. Areas adjacent to the construction in the marsh would be disturbed due to necessary movement and operation of equipment. If earthen embankments are utilized through the marsh- lands, certain amounts of erosion will occur during construction with some resultant siltation of marshland and tidal creeks. A relatively small amount of farmland and wooded area would be required to con- struct the facility. Long-term benefits of the proposed crossing have been previously discussed. However, to reiterate the more important points: (1) An additional crossing is in the interest of the health and safety to the inhabitants of the islands east of the Beaufort area since only one bridge presently exists. (2) For the islands to more ably develop satisfactory access is required. The additional crossing will assist in providing this access. (3) Additional development on the islands will improve the tax base of the county which would result in improved governmental services to the community. VIL IRREVERSIBLE AND IRRETRIEVABLE COMM I TMENTS OF RESOURCES The amount of right of way required to construct the facility would no longer be useable as a natural resource. The marshland adjacent to the Beaufort River which would be covered by the roadway would be irreversibly committed to the project, and additional marsh- land adjacent to the roadway which might be damaged during construc- tion (siltation and roadway equipment) would also be another resource committed to the project. There would also likely be some loss of marine wildlife if and when the embankment for the highway is con- structed. However, more significant to the effect on wildlife would be commitment of habitat where actual construction of earthen embankment would occur. The bridges which would be constructed over the Beaufort River and tidal creeks would affect the marsh and its wildlife only during construction and not irreversibly. These facilities, including culverts, would permit tidal flow into marshland areas which other- wise might be isolated by the highway facility. -15- VITT. STEPS TAKEN TO MINIMIZE ADVERSE ENVIRONMENTAL EFFECTS Such measures are outlined in detail in Paragraph Ill and include such items as adherence to the U.S. Department of Trans- portation Memorandum 20-3-70 in preventing erosion, incorporation into roadwork contracts measures calling for strict adherence to State, City and County regulations regarding disposal of land clear- ing waste, and location of the facility in such a manner as to avoid as many residences and other buildings as possible. Bridges and culverts will be incorporated into the construction to permit adequate tidal flow in the marsh areas, especially at tidal creeks. Construction procedures will be practiced to prevent salt- water intrusion into the shallow aquifers along the Beau fort River during construction. -16- 其 ​1 { t 1 1 1 ! 1 NORTH CAROLINA OCHAFUOTTE YORK SPARTANBURG PICKENS GREEN VILLE WAL MALL QUNION LANCASTER CHESTERFIELD CHESTER SENECA BENNETTS- VILLE ANDERSON LAURENS DILLON WINNSBOROS DARLINGTON 95 NEWBERRY CAMDEN BISHOPVILLE FLORENCE GREENWOOR MARION ABBEVILLE COLUMBIA SALUDA LEXING -TON SUMTERS 3205 MC CORMICK CONWAY ni 1901 27 EDGEFIELD 14 MANNING MYRTLE BEACH ST MATTHEWS KINGSTREE -16- 701 AIKEN ū 5214 ORANGE BURG AUGUSTA SOI GEORGETOWN @AMBERG OCEAN wil BARNWELLO GEORGIA MONOKS CORNER ST GEORGE ALLENDALE N w 123 CAMPTON WALTERBORO 601 CHARLESTON ATLANTIC RIDGE LAND FIGURE 1 VICINITY MAP BEAUFORT SAVANNAH BEAUFORT AREA TRANSPORTATION STUDY SOUTH CAROLINA STATE HIGHWAY DEPARTMENT INTRODUCTION new street and highway improvements to be made at reasonable cost and with minimum disruption to the community. The Beaufort area, situated at the confluence of the Beaufort and Broad Rivers, has a fine protected harbor which connects with the In- tracoastal Waterway. Beaufort is a picturesque old harbor town with narrow streets, shaded by moss-covered live oaks and with stately old homes mellowed by time. Established by charter from the Lords Proprietors in 1710-11, it is the second oldest town in South Carolina, but its history began as early as 1521 with a visit from Spanish ex- plorers. Because of its rich historical heritage and the natural beauty of the sea island setting, many visitors are attracted to Beaufort and nearby Hunting, Fripp and Hilton Head Islands. Beaufort, as shown in Figure 1, is located in the southern section of the state – 126 miles from Columbia, 69 miles from Charleston and 45 miles from Savannah. Recognizing the need for long-range transportation planning, Beau- fort County, in conjunction with the cities of Beaufort and Port Royal, entered into an agreement with the South Carolina State Highway Department during the spring of 1969 to cooperatively establish a con- tinuing, comprehensive transportation study for the Beaufort area. By planning today for tomorrow's needs and carrying the plan to fruition, Beaufort can improve its functional structure and insure its economic vitality. - 1 Purpose and Scope Development of the Beaufort area has been enhanced by the establishment and growth of armed forces installations. The Marine Corps training installation at Parris Island and the Air Station con- stitute an important factor in the area's employment, both military and civilian, and are the cornerstones of the local economy. Another major economic stimulus comes from the sea and its related industries. The area is one of the finest on the Atlantic Coast for oysters, shrimp, crabs and salt water fish. The Beaufort Area Transportation Study (BEAUTS) was designed to determine the present and future transportation needs for the Beaufort-Port Royal area. Generally, the purpose of the initial study was to: Transportation was a vital factor in locating the original settlement at Port Royal and, then as now, has played a distinct role in the area's growth and development. The Beaufort area has grown faster than its ability to provide adequate transportation facilities. While some progress has been made by widening existing major streets and highways, it is apparent that new facilities are needed to keep pace with increasing demands. In Beaufort, as is the case in other cities, it is no longer feasible to wait until congestion becomes intolerable and then try to solve the problem on an individual street basis. Instead, all major streets must be treated collectively as a thoroughfare system and plans made now to solve future traffic problems. Advance planning will help insure 1. Evaluate the present and future street and highway problems of the area. 2. Ascertain what improvements should be made to fully utilize existing streets and highways. 3. Recommend a thoroughfare plan that will not only serve present and anticipated needs through 1990 (with provision for expansion after 1990) but also foster, rather than hinder, the development of the community as desired by its citizens. 4. Estimate the cost of improvements and assign construction priorities. 5. Outline procedures needed for carrying on the continuing planning process by the Cities, County and Highway Depart- ment. Page 1 Summerce Point Gethsemane Chi N OAK INLAND B!'LI.RTVEL STRA NATA NRK ist COO SAW RIVER 32 33 ** JACK ISLAND BOAT RAMP INTRA CHASTAL Clarendon Piantation Mulligan Brickyard Point Plantation FAS U.S. GRAYS HILL WILKINS (520 MARINE yard Plantation Creek SMORGAN CORPS '1.0 428) SL ST AIR TOGE ISLAND PO WATERWAY 00S HELENA SOUND VORGAN * + FASA 27. STATION 225 000 LAUREL BAY RIVER -A Lucy Albergotti PINE ISL.- Pine Ldo BEAUFORT DATHA ISLAND UNES FAS RIVER LINES Creek Edding Co. Point 20 (589 Jericho BURTON Island Jenkins 478 POLA WANA ISLAND Broad River School WARSAW ISLAND L A N D ISLAND 3.10 FROGNORE Old Fort Battery RIVER Ostan 2 Ebenezer С. S GPS ISLAND Island FAP BEAUFORT Creek Penn Industrial School Brick 1.9 HARBOR 1.2 FAS SHELL POINT PORT ROVAL POP 265 CANE ISL Creek SLA over FAS Creek Archer Russ Point 21:33 Edings ALTERNATE RIVER Ε (Ο E 395 LOCATION AIR ... RIVER 32920 U.S. E Toll Bridge CFRIPPS FRIPPINLET Ballast 4 ISLAND ree RIVER MARINE INTKA STOR Fremont P2 BASE + Raw Monument Capers SKLLL N INLET PRICHARDS -ISLAND FIGURE 2 Inlet PORT IRDS PERS 20 Mather Sch Habbit Maland Lookout Towe Hospital alight N WESTERM GAROLIN CREEK 17 ROAD 17 Inlet Cem (281 WSAB Spanish Polgt Light Bethleher Cem CREEK BEAUFORT Calvary Ch o PISTANT Drive-in Thepter 3122 BATTERY ܠܬܐ ...... Substa 15 Subm Cable ISLAND Island SERE ubstation al 1 Alternate CHARLASTON ibbs 2.1 15 •sasa ROAD Water Old Fort Sh 23 Dista :( WATERWAY 18 Sas Port Royal seem 20 15 ROAD..." - 26 Ruins (Fort Frederick) 15 Union Ch Alternate B IT Proposed Connector From Port Royal to Ladies Island Termini: S. C. Rte. 281 & U.S. Rte. 21 South FIGURE 3 30 Porter Chapel *OLO ISTH Port Royal INTRACOASTAL and ! + COOSAW NORTHEAS RD 71 RD 71 Usia OR 事​。 MARINE CORPS RD 13 00501 Suo CREEK 21 IBIDIIS1011DIGIBIBIGIDIBUIDIDIIDID SOUTHWEST BELTWAY KYARD NORTHEAST BELTWAY LAUREL BAY 1000 AIR STATION PO 86 16:00 1000 0100 BEAUFORT R0234 CREE 1000 RD 73 ALBERGOTTI CREEK RIVER RD 112 EXTENSION BOY BEAUFORT RO 2300 23300 22000 17300 Noooo 4500 RD 40 net! 3400 D RO 20 a 1900 8500 "all RD 254 4500 0002 3400 6000 ALUS IBIDHINIBIDINIO 9100 SOUTHWEST 3000 1050 BELTWAY BROAD ungi ఆరం RIVER 6500 CREEK RD 23 MOISELDAKSEID 1600 06 4200 1000 SOUTH SIDE EXTENSION 10000 EADEM 1800 Rue Beoo ଏ 277 >900 Dot 9000 PORTIU ROYALE h BEAUFORT CREEK CHOWA 1900 3400 3200 BEAUFORT IN FEET LAUDONNIERE ST. LEGEND NEW LOCATION EXISTING IMPROVED LAFAYETTE AVE PARRIS RIVER PARTIALLY CONTROLLED ACCESS IBIBIBI PIGEON POINT ARTERIAL IIIBIGIGI 175.00 LEDARE ROOGER CAL NOUN ST COLLECTOR ST 17500 book | 2009 : soronths isbol ECL PROPOSED BRIDGE GALINE 1500 DUKE STREET EXTENSIO bod BIBI RURE PAUSE 1900 WIDENING CONTRACT FOR US RI BETWEEN WHALE BRANCH AND SC 116 HAS BEEN LET VOLUMES REPRESENT 1990 AVERAGE DAILY TRAFFIC NORTH 1000 BAY CRAVEN JQ000 3 6000 6500 - SCALE OF MILES BEAUFORT RIVER 19 RECOMMENDED STREET AND HIGHWAY PLAN SOUTH CAROLINA STATE HIGHWAY DEPARTMENT BEAUFORT AREA TRANSPORTATION STUDY COMMISSION MEMBERS. 1. E. DOSI W. I. 181NNETT, JR.. (ILURI GABIK, J. A. MCALLIST 111DMONT. A ('. 2017 MT. CRM, 9. 1. 11. IIICKS .JOHN W. PARRIS EXECUTIVI DIRI ('101 (1XR, 8. c. 2107 10 R. F. SUMAN KIINTO EXPERIMENT NTATION HI AKILI.I. R. e'. 1117 STATE OF SOUTH CAROLINA LAND RESOURCES CONSERVATION COMMISSION March 12, 1973 Mr. J. D. McMahan, Jr. State Highway Engineer South Carolina Highway Department Drawer 191 Columbia, South Carolina 29202 Dear Mr. McMahan: The State Land Resources Conservation Commission views the proposed construction of a connection from S. C. Route 281 on Port Royal to U. S. Route 21 on Ladies Island favorably. However, this commission is concerned with any disturbance of the earth's profile which would contribute to the cause of erosion or cause sediment producing areas. It is recommended that a "conservation plan" be incorporated into the overall plan of the project which will include measures to adequately control erosion and sediment for pre and post construction phases. The local Soil and Water Conservation District can assist in selecting the best suited plants and fertilizer recommendations needed to control erosion. Technical assistance regarding the above may be obtained from the Beaufort-Jasper Soil and Water Conservation District, Mr. J. Ivey Wells, Chairman, Ridgeland, South Carolina 29936. Very truly young John Parres JOHN W. PARRIS Executive Director JWP/gj A-1 1100 LADY STREET – P. O. BOX 11708, COLUMBIA, S. C. 29211 (803) 758-282:3 1 | ! South Carolina WILDLIFE and MARINE RESOURCES DEPARTMENT PT. 410 POST OFFICE BOX 167 COLUMBIA, SOUTH CAROLINA 29202 JAMES W. WEBB, Executive Director February 28, 1973 Mr. J. D. McMahan, Jr. State Highway Engineer State Highwa y Department Drawer 191 Columbia, South Carolina 29202 Dear Mr. McMahan: Reference your letter of February 14, 1973, regarding proposed draft environmental impact statement on construction of a connec- tion from S. C. Route 2 81 on Port Royal to U. S. Route 21 on Ladies Island. Personnel from our Division of Marine Resources report that of the two alternate routes, alternate A appears to be the least damaging as far as marshland destruction. This plan calls for an embankment of approximately 1900 feet through marshland, most of which is located on Ladies Island. Plan B, however, would involve approximately 3300 feet of earthen embankment through marghlands. Both alternates pass through high priority marshlands and any fill materials placed upon these areas would be damaging. From our experiences with the Charleston Area Transportation plans, we realize the comparative cost ratios of bridging marsh as opposed to filling marsh. In certain areas, where there are consistent stands of productive marshlands, embankment sections might be practical from an economical viewpoint. However, this is not the case here on this particular project. The project site has some of the most con- sistent productive marshlands on the entire coast and to fill these areas would not be in the best public interest. This Department could not approve an embankment section for either alternate in its present alignment. Alternate A could possibly be relocated laterally to a highlands area. This would still involve some marginal marshland fringes but for the most part eliminate excessive damage to the marshland. A-2 Mr. J. D. McMahan, Jr. February 28, 1973 Page - Two This Department prefers alternate A over alternate B; however, we do not agree with an embankment section through the marsh. We recommend that the alignment be shifted laterally to the high- land on Ladies Island or that the marshland be bridged. It is also suggested that fishing walkways on the bridge and a boat ramp be constructed to accommodate boaters and fishermen. Very truly yours, be Vaid W . امر کی زبانی JAMES W. WEBB Executive Director tive JWW/pal A-3 OPTER E PARA QUE South Carolina State Commission of Forestry JOHN R. TILLER STATE FORESTER P. O. BOX 207 COLUMBIA, 8. C. 29202 March 12, 1973 Mr. J. D. McMahan, Jr. State Highway Engineer S, C. State Highway Department Drawer 191 Columbia, South Carolina 292 02 Dear Mr. McMahan: Commission of Forestry personnel have made a survey of the S. C. Route 281 - U. S. Route 21 connection in the Beaufort area. Due to the proximity of this proposed route to the urban area it is most probable that the land will be used for housing development, etc., removing it from commercial forest production. This being the case, there are no suggestions for lessening the impact on forest use. It is suggested that any timber removed for construction be utilized rather than piled and burned. Also, that culverts and bridges be located to avoid changes in the normal movement of surface water to avoid any change in the ecology of the area which would affect timber growing some distance from the road construction. Vety truly yours, ro vid John R. Tiller State Forester JRT:yr A4 } State of South Carolina Water Resources Commission March 5, 1973 Clair P. Guoss, Jr. Executive Director Mr. J. D. McMahan, Jr. State Highway Engineer S. C. State Highway Department Drawer 191 Columbia, S. C. 29202 Dear Mr. McMahan: This is in reply to your letter concerning the preparation of a Draft Environmental Impact Statement for a proposed highway connection from South Carolina Route 281 at Port Royal to U. S. Route 21 on Ladies Island. We have reviewed the proposed project and wish to make the following comments. The South Carolina Water Resources Commission staff considers the marsh areas of South Carolina as valuable natural resource. As the marshes along the proposed routes provide productive habitat for numerous forms of marine life, we would favor any additional alternative which would eliminate marsh fill. If there is no alternative to marsh fill, we recommend provisions be included which will allow water to continue to flow without restriction in the adjacent marshes. We feel that a series of short span bridges would accomplish this objective. . If Alternate A is selected, it will be essential that provisions be made so that tidal flow into the small marsh areas just upstream of the proposed right- of-way on the Ladies Island side is not cut off. There is a small bank which extends along the edge of the river from the end of the high ground, downstream to the proposed right-of-way. This bank restricts tidal flows into these areas. Consequently, water flows into and out of this marsh from some distance downstream. (See attached map). A solid embankment at this location would further restrict tidal flow into this marsh. We recommend that either several short bridges be included in the embankment so that tidal flow can continue in the present fashion or that the low bank along the river be cut so water can flow directly between the river and the marsh on the upstream side of the highway. This agency is concerned with the location of Alternate A eastward of the marshes shown on the project map. There is a slough composed of marsh grass, Spartina alterniflora, extending from the Beaufort River eastward to the head- waters of Distant Island Creek. This slough is presently bisected by an earthen embankment which is an extension of Meridian Road leading to Cave Island. We A-5 2414 Bull Street / Columbia, South Carolina 29201 / 1803) 758.2514 1 1 1 Mr. J. D. McMahan, Jr. Page 2 March 5, 1973 would strongly urge that the proposed roadway lead directly to the high ground areas in order to avoid destruction of this marsh slough. Studies discussed in the 1972 "Port Royal Sound Environmental Study", indicate that the aquifers in the Beaufort River at the proposed locations are extremely shallow. Where excavation is required it will be necessary that precautions be taken to prevent salt-water intrusion into the aquifer. The South Carolina Water Resources Commission appreciates this opportunity to provide comment for the Draft Environmental Impact Statement. As this project will be located in an area in which we have considerable interest, we would appreciate opportunities to provide additional comment throughout the planning, design, and construction of this project. With kind regards, Sincerely yours, Clan Shunif P Clair P. Guess, Jr. Executive Director CPGJr/ps A-6 1 1 ! 1 State of South Carolina Water Resources Commission Clair P. Guoss, Jr. Executive Director March 6, 1973 Mr. J. D. McMahan, Jr. State Highway Engineer S. C. State Highway Department Drawer 191 Columbia, South Carolina 29202 Dear Mr. McMahan: Please attach the enclosed map to our letter of March 5, 1973, concerning comments for the Draft Environmental Impact Statement for the proposed highway connection between Port Royal and Ladies Island. This map was inadvertently left out of the aforementioned letter. Sincerely yours, Foster Coleman Foster Coleman Civil Engineer FDC: fw Enclosure A-7 2414 Bull Street / Columbia, South Carolina 29 201 / 1803) 758.2514 1 1 1 24 RIRAL ovement ALLISON RD RD. GO and RD MERIDIAN FIRST BLVD ROYAL CREEK RIVER MOSSY OAKS RD RD. 36 A-8 s SOUTH SIDET DR. BATTERY CREEK RD 1. ALTERNATE A WADDELL RD resent direction at +421 low marsh sleep 281 DRAYTON OR chache 2 RO D ALTERNATE B son 282 CONE SPORTN O ROYAL SHELL Proposed Connector From Port Royal to Ladies Island Termini: S.C. Rte. 281 & U.S. Rte, 21 South 141h ST 10th JAVE hu 1 1 State of South Carolina Water Resources Commission Clair P. Guess, Jr. Executive Director March 7, 1973 Mr. Robert B. Ferrell State Highway Department P. O. Box 191 Columbia, S. C. 29202 Dear Mr. Ferrell: This is to inform you that the South Carolina Water Resources Commission requests an extension of time to review the plans for the proposed extension of a paved road, S-179, located north of the town of Dunbar in Georgetown County. We find that we are unable to reply within the allotted time. We will respond within ten days from the date of this letter. > Reference is made to our letter of March 5, signed by Mr. Guess, relative to the Port Royal-Ladies Island bridge connection. Two errors in that letter have come to my attention which I would like to correct. On the second line of the second paragraph the word "A" should be inserted between "as" and "valuable." On the last line of the first page, the word "Cane" should be substituted for "Cave." Sincerely, Safety Fflame Jéffrey F. Havel Environmental Biologist JFH: fw A-9 2414 Bull Street / Columbia, South Carolina 29201 / (803) 758-2514 1 10/22/2012 2754171 43 WT 00