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Home My WebLink AboutPreliminary Drainage Assessment-2000 the schematic nature of this data and its limits. Town officials reviewed and provided map corrections prior to final printing. SCALE: 1 " — 500' DATE: 3-27-00 EXISTING DRAINAGE [PaMODWO C (OUMY Horeb cu@09,3fla DRAFTING MARC K. EDWARDS 604 TARBORO STREET WASHINGTON, N.C. 27889 252-946-7437 "M- mom-- GRASSED DITCHES •••••••••••••• SWALE, INTERMEDIATE DITCH '`s'. SINK CULVERT FD ■ FRENCH DRAIN ® JUNCTION BOX C CONCRETE M METAL P PLASTIC TC TERRA—COTTA PO PARTIALLY OPEN PC PARTIALLY CLOSED 0 OPEN C CLOSED lllc J<.nc111V UV IIVI{JIr VI llllJ VVIV .JI.V .\J nl. n..a. .v.... v......v.... .....v..vv v.... '.. v..v.... .....'. corrections prior to final printing. SCALE: 1" = 500' DATE: 3-27-00 EXOSTONO DRAOMME PLOW P&TTE NS MINNESOTT =EACH V DRAFTING ----- VRhJJLV UI 1%1nLJ • • • • • • • • • • • • • • SWALE, INTERMEDIATE DITCH SINK — CULVERT FRO ■ FRENCH DRAIN ® JUNCTION BOX --), DIRECTION OF WATER FLOW P�I�ilico County North C�rolin MARC K. EDWARDS 604 TARBORO STREET WASHINGTON, N.C. 27889 252-946-7437 b !n N 8 U') , 0 M C1) I r- N , 8 , W) 1, 8 �� I . L-) . , CI) ;- I Lo (n i < 1-- - (1) z "Ill" so D ,:1 I 0 - I I . LO 'IT ,)- 7 - 'o ` R� I " " c �0- 0 L I I . c c I I . � !-:� 9, 0- IIIIIIIIIIIIIIIIIIIIIIIIIIII I !1pi �l I �111, I III i'l I� � , 11, ��Ii�j� � I � 11 11 I 1i ��IW III"$ �j 1� . I 11 I � I jl�, , � � i I ,I� � I , J, i�,� I ." �ll��l .. . It I 11, -� I iI 1, � I I , � . I 11 l� � I I , I I ... 1. - ,, I'!- , II � �� 11 1. iI ,'I �ll I 1. 1, ''ji I � I , , , "i , , "I ,I I g- (4qBij jamol IV V jesi su!or) I I U') I 7 it . IN � ID 4 10 I , 01 r A 0 . u - 0 C,3 X 0 I.- . Lu 8 V) z g � 0 z < IS I ill '11171ldll 11,'I�! 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Photos APPENDIX • U.S. Department of Agriculture Soil Survey Narrative, Pamlico County as applied to Minnesott Beach • Useful Terms • U.S. Geologic Survey Topographic Map for Minnesott Beach Area DOCUMENT COVER AND REAR ENVELOPES COVER USDA Soil Survey Map — Minnesott Beach Area REAR Existing Drainage Map Existing Drainage Flow Patterns 0 • TOWN OF MINNESOTT BEACH • Preliminary Drainage Assessment Prepared For The Mayor and Town Board By The Town Planning Board Technical Assistance Provided by Coastal Consortium, Consulting Planners, Inc. Washington, North Carolina June, 2000 The preparation of this document was financed in part through a grant provided by the North Carolina Coastal Management Program, through funds provided by the Coastal • Zone Management Act of 1972, as amended, which is administered by the Office of Ocean and Coastal Resource Management, National Oceanic and Atmospheric Administration. PREFACE In May 1999, Minnesott Beach received notice from the State's Division of Coastal Management that a planning and management grant had been awarded to the Town through the Department of Environment and Natural Resources. The award was for a Preliminary Stormwater Drainage Study and an Erosion Control and Sedimentation Ordinance. This grant was through the Division's annual local government Planning and Management Program for Fiscal Year 1999-2000. The notice stipulated that the contract period initially was from May 1, 1999 through December 31, 1999 and subsequently was extended through June 30, 2000 as were all grants issued by the agency during this time period. The Town engaged Coastal Consortium, Consulting Planners, Inc. in Washington, NC to provide technical assistance, which included preparing the application for the grant. This study for Miinnesott Beach will map significant drainage features such as • ditches, swales, creeks, lakes, culverts, catch basins, French drains, junction boxes, and water flow direction. It will include information on soil conditions, vegetation and other matters. It will offer observations on problem areas for drainage and provide information that can be helpful if the Town decides engineered solutions are called for in the future. Thus, this preliminary stormwater drainage study is not designed to be an engineer report with rainfall calculations, runoff volumes, velocity, turbidity load, etc. that are typically included in studies of that nature. Those studies, due to their technical nature, also typically required surveyed elevations and other calculations that are very expensive to generate. The proposed Erosion Control and Sedimentation Ordinance will provide an ordinance that will be suitable for local adoption (upon State concurrence the ordinance meets State Land Quality standards.) If the local ordinance is adopted, agreements with Pamlico County for enforcement will be provided. Information used herein came from a variety of sources; the U.S. Geologic Survey 0 Topographic Maps, soil information and characteristics from the U.S. Department of • Agriculture for Pamlico County and interviews with Town officials and others knowledgeable on drainage in the Town. Other documents previously produced for the Town such as its June 1992 CAMA Land Use Plan Update and extensive field investigations also provided much useful data. The project descriptions, objectives, expected products, which are part of this grant award are explained next. 1. Project Description The Town of Minnesott Beach is interested in knowing what surface water drainage system (or systems) exists within the Town. This interest is generated by several forces. First, it is fundamental information the Town should have. Secondly, drainage is a vital part of the Town's infrastructure and greatly affects quality of life and the local environment. Finally, the Town also is concerned about sedimentation and erosion and subsequent discharge that may be occurring and emptying into public waters and • affecting the local environment. The Sedimentation and Erosion Control Ordinance portion of this project may help the Town mitigate those situations. II. Project Objectives The first is to identify and map the surface drainage system or systems in the Town. Before this task could start, it was necessary to produce a base map for the Town upon which drainage data could be applied. Existing county cadastral data and the Town's zoning map data were insufficient for this task. The second is to provide this narrative which explains drainage conditions, advantages, and disadvantages and pose recommendations concerning drainage matters. III. Expected Products A drainage map showing features such as ditches, culverts, lakes, ponds, culvert construction material and condition, direction of surface water flows and points of discharge. A local Erosion Control and Sedimentation Ordinance suitable for local adoption and enforcement upon State approval. That document is produced • separately. 2 • IV. Community Profile' Minnesott Beach was incorporated in 1971, yet the area served as a focal point for modern day fishing and recreation since the 1930's. Prior to incorporation, the development of Minnesott Golf and Country Club occurred, thus spawning residential development which includes local residents, retirees and second home vacationers. Most of the Town is developed as low -density single family housing units. Multi -family housing units in Town include townhouses, condominiums, apartments, and duplexes. Following incorporation of 1.53 square miles, the Town has conducted its own political affairs through municipal elections. In 1994 approximately 276 people were listed as the population. Seasonal populations and yacht basin occupants undoubtedly push this number higher in the summer months. The population of the Town in 1992 was older than the State average and with the exception of Oriental, older than other municipalities in the County. Much of the • Town is developed and many plotted lots exist that are still vacant. Additionally new land clearing and site preparations conducted late 1999 early 2000 in the Jeff Road area may result in increased housing and population in the future. V. Geology — Geography The Town is located along the banks of the Neuse River at the southern most point in Pamlico County. One interesting geographic feature of the Town is a landform that Hwy 306 follows called the Minnesott Ridge. This feature occurred at the edge of an ancient ocean, the Pamlico Sea. Immediately east of this sand ridge is the Suffolk Scarp. Elevations along the ridge are about 20 feet. West of the Minnesott Ridge is a older landform known as the Talbot Surface where soils are older and elevations in this area, according to USGS maps, range from about 20 to over 40 feet. Along the Neuse River shore in the southwestern area of Town are numerous high bluff areas. These bluff landforms are unique in Pamlico County and also unique in a few other coastal North Carolina areas. The relative high elevations enjoyed by Minnesott Beach have resulted in • only modest water damage during recent hurricanes. Wind damage to trees and some shoreline erosion along the bluffs are noted, but overall relatively little storm • damage occurred. This again underlines the very advantageous situation the Town enjoys. The Town did not experience wide spread hurricane damage from floods or extensive winds in recent years as did other coastal areas. Soils in Town along the ridge are generally sandy, gently sloping and well drained. To the east of the ridge soils groups are nearly level and not so well drained but as they are not within the corporate limits, are of little concern to the Town. To the west of the ridge, older soils intermingle with variations in elevations, producing a variety of drainage characteristics most of which are suitable for development. However, the large undeveloped area along Jeff Road does include soil groups with drainage limitations and may require large lot development. Minnesott's "ridges and valleys" or "hills and swales" are actually more typical of the western coastal plain..,,. or eastern Piedmont areas and the increases in elevation results. in some local vegetation typically found more inland. • Hardwoods, such as Oaks and Hickory trees are noted throughout these areas. implications for Soil types, their characteristics and location have important both drainage and erosion control. More detailed information concerning Pamlico County soils in the Minnesott Beach area is included in the Appendix. Maps in the front cover envelope note elevation in the area. Many people do not relate vegetation cover to drainage and sedimentation control as directly as soil conditions, yet it does have a major impact on both. Much of the area in Town has indigenous tree canopy, sub -canopy and ground cover. Two notable species, the long leaf pine and loblolly pine are prevalent. Yet much introduced vegetation is also noted. These introduced vegetation features are associated with residential development and the golf course as grasses, shrubs, etc. Vegetation cover and root mat material do have significant impacts on drainage and erosion control and are mentioned here for that reason. VI. Drainage Characteristics Typically in urban and suburban areas surface water drainage is achieved through a variety of manmade and natural methods. The most significant are as follows: 4 • A. Manmade Features • Paved streets with curbs and gutters including catch basins and culverts diverting water away from settlement to discharge in a particular place • Paved streets (no curbs) with associated graded rights of ways (ROWS) that may be vegetated • Unpaved streets, either graveled, marled or otherwise surfaced with a semi -permeable material, or left as dirt/sand with the same ROW as above • Manmade swales, intermediate ditches and continuous ditches either vegetated or with visible water • Culverts under drive -way cuts that connect any or all of the above • French Drains and culverts diverting water elsewhere, most commonly independent of streets and roads but often in the ROW • Culverts under roads connecting ditches, creeks, etc. • • Bridges crossing natural or manmade water courses with associated dams • Drainage control features in ponds and lakes such as flashboard risers, etc. (Note lakes and ponds can be manmade as in NEnnesott Beach.) B. Natural Features • Rivers, streams, creeks, runs, guts, springs, seepages, sinks, etc. • Lakes, ponds • Lagoons, bays • Other watercourses C. Conditions in Minnesott Beach The Town is very fortunate in that few serious drainage problems exist. Apparently some thought and effort was expended during the early development years to supply adequate drainage features. Over time other features have been added, generally on what appears to be a lot by lot or • subdivision basis that also mitigates drainage problems seen in other coastal towns. • Many of the older drainage ways in the south areas of Town and along Hwy 306 are frequently not connected. However, due to the high elevation and permeable soils it is not seen as a systematic problem. Perhaps the most notable problem is lack of maintenance on existing driveway culverts and natural in -filling along swales located therein. Isolated driveway culverts along Lakeshore Drive, Country Club Drive West and Indian Bluffs Drive also have some stoppage due to what appears intentional filing with dirt, leaves, etc. Photography shown elsewhere will make this point clear. While not an overwhelming situation, as a matter of Town policy this practice should be discouraged. Recent under -road culvert replacement on Country Club Drive West has improved drainage into South Lake. Periodic cleaning should occur on some regular as -needed basis. This road however is not without problems. Relief on the east side of the road creates ROW cleaning and • maintenance concerns. Selective grading may help some, but engineering work may be necessary in the future. New culvert placement, plantings, silt fences, etc. in the Jeff Road area are also noteworthy improvements. The large size lots in the area can also help mitigate drainage issues. Drainage ditches and flow direction on the golf course and adjacent property for the most part is very good. Vegetation maintenance, particularly during the warmer months would enhance flow as vegetation and associated material can and does restrict water movement. As of this writing one rather unusual situation occurs on several lots on Phillips Drive between Peel Drive and Wayne Drive. Open ditches, underground terra cotta pipe and a junction box have raises questions by Town officials concerning maintenance responsibility and possible solutions that may have septic tank placement implications on several undeveloped, but platted lots in the area. County personnel involved with septic system • permits may provide insight. Again a very site specific problem that can be corrected. • Other minor but site specific situations occur on one lot at the north end of Phillips Drive where a small sink impounds water during periods of high rainfall. One lot at the south of Country Club Drive West, on the east side of the Drive has another notable sink. Recommendations • The Town should discourage individuals from placing fill material at driveway culverts and in adjacent swales. • Negotiations with NC DOT for better ROW maintenance can be positive for drainage, particularly in the Country Club Drive west area. • The Town should conduct some period assessment of drainage features with the goal of prevention rather than correction. • Future development and subsequent drainage in Town should be as compatible as possible with the existing drainage system and features. L1 0 Newly installed metal culvert under Country Club Road West showing excellent edge treatment with marl. This should last a long time with little maintenance. • E Newly installed driveway culvert and ROW swale on Willowbrook Dr. When seeded, will be an asset to the Town's drainage system. Signs of beaver activity near tee number 9 at golf course. On at least one occasion, these busy engineers have plugged at least one culvert on Country Club Drive West. Beaver dams have impounded water south of South Lake upstream from the yatch basin that affects drainage. The Town should monitor such activity and take appropriate action, if needed, in the future. c E 0 Y U f6 J C 3 0 C • • • Examples of apparent property owner in -filling of driveway culverts. While probably of little harm at many sites. this practice should not be condoned as part of Town drainage policy. 11 APPENDIX Soil Survey of Pamlico County, North Carolina By Roy A. Goodwin, Jr., Soil Conservation Service Soils surveyed by Roy A. Goodwin, Jr., Soil Conservation Service; H. Richard Greene and R. Bruce Rider, Pamlico County; and Gina Boccetti, North Carolina Department of Natural Resources and Community Development United States Department of Agriculture, Soil Conservation Service In cooperation with North Carolina Agricultural Research Service, North Carolina Agricultural Extension Service, North Carolina Department of Natural Resources and Community Development, and Pamlico County Board of Commissioners 118 PAMLICO COUNTY is in the Lower Coastal Plain region of eastern North Carolina. In 1980, the U.S. Census reported a county population of 10,398. Bayboro, the county seat and largest town, had a population of 759. The county has a land area of 218,240 acres, or 341 square miles. According to data collected by the North Carolina Agricultural Extension Service in 1981, more than 38,000 acres was used as cropland. Most of the remaining acreage was in pasture and woodland, except about 16,660 acres that was In salt marshes. General Nature of the Survey Area This section gives general information concerning the county. It discusses physiography and drainage, history and development, water supply, and climate. Physiography and Drainage Pamlico County is drained by the Neuse, Bay, and Olico Rivers and by creeks that drain Into Pamlico nd. The flow is sluggish in the rivers and creeks. The general slope of the county is to the east About 96 percent of the land is nearly level, and 4 percent is gently sloping. The four physiographic areas in the county are the uplands of the Talbot Surface, the low marine and stream terraces of the Pamlico Surface, the forested flood plains along streams, and the salt marshes. The Minnesott Ridge, along North Carolina Highway 306, was formed at the shoreline of an ancient ocean, the Pamlico Sea. Along the east side of this sand ridge Is the Suffolk Scarp. Elevation at the base of the scarp is about 20 feet (fig. 1). This scarp separates the older,. upland soils of the Talbot Surface to the west from the lower, younger soils of the Pamlico Surface to the east Stream terraces on the Pamlico Surface extend up the larger creeks west of North Carolina Highway 306. Narrow, forested flood plains are along freshwater streams. Narrow to broad salt marshes are in low'areas beside estuaries and are frequently flooded with salt water. According to the U.S. Geological Survey topographic maps, elevation of the uplands of the Talbot Surface ranges from about 20 to 46 feet. The low marine and stream terraces on the Pamlico Surface are less than 20 feet in elevation, and a large part is below 10 feet The marshes are less than 2 feet in elevation, and the flood plains are slightly higher. Large areas of soils that are nearly level and poorly drained and very poorly drained are on broad interstream 2 • N. C. Highway 306 Soil Survey Figure 1,The Minnesott Rldge and Suffolk Scarp are along the former shoreline of the ancient Pamlico Sea. This ridge separates the older soils of the Talbot surface from the younger soils of the Pamlico surface. divides on uplands and low marine terraces. Near the drainageways, soils that are nearly level and somewhat poorly drained grade Into soils that are gently sloping and moderately well drained and well drained (fig. 2). In the central and northern parts of the county, organic soils are in large pocosins. The pocosins appear flat, but have very gentle slope from the center outward. In these places, surface runoff is very slow, the underlying material Is slowly permeable, and rainfall exceeds evapotranspiration by about 18 Inches a year (7). These factors favor the accumulation of layers of organic material. Soils that are gently sloping and excessively drained •and well drained are on sand ridges on the uplands. These soils are intermingled with soils that are nearly level, somewhat poorly drained to very poorly drained. The largest sand ridge is the Minnesott Ridge along North Carolina Highway 306. Soils that are nearly level and very poorly drained are in salt marshes beside rivers, creeks, bays, and the Pamlico Sound. These soils are most extensive in the eastern part of the county, but they are also on flood plains along streams throughout the county. About 51 percent of Pamilco County is very poorly drained soils, 28 percent is poorly drained, 6 percent is somewhat poorly drained, 10 percent is moderately well drained, 2 percent is well drained, and less than 1 percent is excessively drained. The remaining 2 percent is small areas of water. • • • 14 as tile and open ditches, may be needed, especially In areas where tobacco is grown. Common pasture forages include tail fescue,'Ladino clover, and coastal bermudagrass. In woodland areas, loblolly pine, longleaf pine, southern red oak, water oak, yellow -poplar, sweetgum, red maple, white oak, and blackgum are dominant Common understory plants are flowering dogwood, redbay, sweetleaf, sourwood, sweetbay, bitter gallberry, greenbrier, sweet pepperbush, Virginia creeper, waxmyrtle, American holly, honeysuckle, poison ivy, blueberry, grape, and Carolina jessamine. There are no major limitations for woodland use and management. Seasonal wetness and rare flooding of low areas limit the use of this soil for building site development, sanitary facilities, and recreation. Wetness can be reduced by Installing a drainage system that Includes land grading and the use of the and open ditches. The hazard of flooding at specific sites needs to be determined before use and management are planned. This Altavista soil is in capability subclass Ilw and in woodland group gW. AnB—Alpin fine sand, 0 to 5 percent slopes. This soil is excessively drained. It is on the Minnesott Ridge near Minnesott Beach. The mapped areas are irregular in shape and range from 20 to 200 acres. Typically, the surface layer is grayish brown fine sand 5 inches thick. Below the surface layer to a depth of 80 inches is pale brown and pale yellow fine sand that has thin layers of yellowish brown loamy fine sand in the lower part. Permeability is rapid, and the available water capacity Is low. The soil ranges from very strongly acid to slightly acid except where lime has been added. The seasonal high water table is below a depth of 6 feet Included with this soil in mapping are a few small areas of Baymeade soils on ridges and Tomahawk soils in slightly convex areas. The Baymeade soils are gently sloping and well drained, and the Tomahawk soils are nearly level and moderately well drained. Also included are a few areas shown on the map with a special symbol. These areas are on short, steep slopes along the Neuse River. The included soils make up about 10 to 15 percent of this map unit This Alpin soil is used mainly as woodland. It generally is not used as cropland because of droughtiness and rapid leaching of plant nutrients. In woodland areas, the dominant trees are longleaf pine, loblolly pine, southern red oak, post oak, hickory, and laurel oak. Common understory plants are turkey oak, flowering dogwood, sourwood, sassafras, redbay, American beautyberry, American holly, grape, waxmyrte, threeawn grass, and blueberry. Droughtiness Is the main limitation for woodland use and management. Soil Survey This soil does not have any major limitations for use as sites for buildings or for sanitary facilities. The sandy surface layer is a limitation for recreation uses. This Alpin soil is in capability subclass IVs and woodland group 7S. Ap—Arapahoe loamy fine sand. This soil is nearly level and very poorly drained. It is on broad flats and in depressions on low marine and stream terraces. Some of the larger areas of this soil are north of North Carolina Highway 304 from Hoilyville to Lowland and east of Merritt. The mapped areas are Irregular in shape and range from 10 to 5,000 acres. Typically, the surface layer is black and very dark brown loamy fine sand 17 inches thick. The subsoil is dark gray fine sandy loam to a depth of 42 inches. The underlying material to a depth of 80 inches is gray and dark greenish gray loamy fine sand. Permeability is moderately rapid. The surface layer and subsoil range from extremely acid to strongly acid except where lime has been added. The underlying material ranges from medium acid to mildly alkaline. The seasonal high water table is at or near the surface. In depressions, the soil is subject to frequent ponding for brief to long periods unless a drainage system has been Installed. This soil is also subject to rare flooding. Included with this soil in mapping are small areas of the Ballahack, Stockade, Wasda, and Yonges soils. The Ballahack and Stockade soils are very poorly drained. They occur at random within the map unit with no apparent change in landscape. The Wasda soils have a muck surface layer and are in depressions. The poorly drained Yonges soils are in slightly higher positions than Arapahoe soil. The included soils make up about 10 to 20 percent of this map unit. This Arapahoe soil is mostly native woodland. In a few areas, it is used as cropland. In woodland areas, the dominant trees are sweetgum, blackgum, yellow -poplar, swamp chestnut oak, red maple, willow oak, water oak, loblolly pine, pond pine, and baldcypress. Hardwoods are dominant in areas subject to frequent ponding. Common understory plants are redbay, sweetbay, American holly, bitter gallberry, large gallberry, fetterbush, sweet pepperbush, switchcane, waxmyrtle, blueberry, huckleberry, titi, honeysuckle, Virginia chainfern, grape, Virginia creeper, cinnamon fern, poison ivy, and greenbrier. Trees grow well on this soil; however, wetness is a limitation to commercial woodland management. Areas of this soil managed for loblolly pine are ditched and bedded. Fertilizer is used in some plantations. In cultivated areas, this soil has been Intensively drained and is used for corn, soybeans, wheat, potatoes (fig. 5), and cabbage. Drainage systems include open ditches and tile. The sandy underlying material causes ditchbank caving and makes ditch maintenance difficult. Suitable outlets may not be available for drainage of Pamlico County, North Carolina Oils that occur at random within the map unit with no apparent change in landscape. These soils are very poorly drained. The included soils make up about 20 to 30 percent of this map unit. The native vegetation on this soil is adapted to wetness and some exposure to salt. The plant community reflects the transition from upland forests to salt marshes. Dominant plants are sawgrass, black needlerush, big cordgrass, eastern baccharis, waxmyrtle, redbay, and Atlantic white cedar. Scattered, stunted loblolly pine, pond pine, and red maple are also on this soil. Wetness, flooding, and exposure to salt prevent use of this soil for commercial woodland, cropland, building site development, sanitary facilities, and recreation. This Brockman soil is in capability subclass Viw and in woodland group 3W. Br—Brookman mucky silt loam. This soil is nearly level and very poorly drained. It is on flats and In depressions on low marine terraces. The largest areas of this soil are south of Stonewall and west of Hollyville. The mapped areas are Irregular in shape and range from 10 to 3,000 acres. Typically, the surface layer is black mucky silt loam 20 inches thick. The subsoil extends to a depth of 68 inches. It is dark grayish brown clay loam in the upper rt, dark gray clay in the middle part, and light brownish y clay loam in the lower part. The underlying material a depth of 80 inches is dark greenish gray marly fine sandy loam. Permeability of the subsoil is slow, and the shrink -swell potential is moderate. This soil ranges from very strongly acid to slightly acid in the surface layer except where lime has been added. The subsoil ranges from very strongly acid to mildly alkaline. The seasonal high water table is at or near the surface. Water ponds in depressions for brief to long periods except in areas that have been drained. This soil is subject to rare flooding. Included with this soil in mapping are small areas of Argent, Stockade, and Wasda soils. The Argent soils are in slightly higher positions than Brookman soil. The Stockade and Wasda soils occur at random within the map unit with no apparent change in landscape. The Argent soils are poorly drained, and the Stockade and Wasda soils are very poorly drained. The Included soils make up about 15 to 25 percent of this map unit. This Brockman soil is used mainly as woodland. In a few areas, it is used as pasture or cropland. In woodland areas, the dominant trees are blackgum, sweetgum, red maple, baldcypress, yellow -poplar, water oak, pond pine, willow oak, and swamp chestnut oak. Common understory plants are redbay, loblollybay, titi, sweet pepperbush, fetterbush, huckleberry, waxmyrtle, encan holly, switchcane, blueberry, poison ivy, inia creeper, sweetbay, Virginia chainfern, sweetleaf, namon fern, honeysuckle, and greenbrier. Some areas of this soil that have been ditched, bedded, and fertilized 19 are planted to loblolly pine. Trees grow well on this soil, but wetness is a limitation to commercial woodland use and management. Logging when this soil is wet causes deep ruts, compaction, poor surface drainage, and lower productivity. In cultivated areas, the soil has been intensively drained and is used for corn, soybeans, potatoes, and wheat. The drainage systems include open ditches and land grading for surface drainage. Tile is not used because of slow internal drainage. Common pasture forages include tall fescue and Ladino clover. Brookman soil generally is not used for building site development, sanitary facilities, and recreation because of wetness and slow permeability. Other limitations are moderate shrink -swell potential, rare flooding, and the clayey subsoil. This soil is in capability subclass Illw (drained) or Vlw (undrained). It is in woodland group 10W. ByB—Baymeade sand, 1 to 6 percent slopes. This soil is well drained and is on gently undulating ridges on uplands. Most of the acreage is south and west of Arapahoe and west of Reeisboro. The mapped areas are irregular in shape and range from 5 to 100 acres. Typically, the surface layer is dark gray sand 7 Inches thick. The subsurface layer is sand. It extends to a depth of 30 inches and Is light gray in the upper part, light gray and dark brown in the middle part, and pale yellow in the lower part. The subsoil extends to a depth of 50 inches. It is strong brown sandy loam in the upper part and reddish yellow loamy sand In the lower part The underlying material to a depth of 80 inches is brownish yellow and very pale brown sand. Permeability of the subsoil is moderately rapid, and the available water capacity is very low. The soil ranges from very strongly acid to slightly acid except where lime has been added. The seasonal high water table is 4 to 5 feet below the surface. Wind erosion is a hazard in areas unprotected by vegetation. Included with this soil in mapping are small areas of Alpin, Tomahawk, and Leon soils. The Alpin and Tomahawk soils occur at random within the map unit with no apparent change in landscape. The Leon soils are in depressions. The Alpin soils are excessively drained, the Tomahawk soils are moderately well drained, and the Leon soils are poorly drained. Some areas of wet soils are shown on the map with a special symbol. These soils are in depressions smaller than 4 acres. The included soils make up about 10 to 15 percent of this map unit. This Baymeade soil is used mainly as woodland. In a few areas, it is used as pasture or cropland. In woodland areas, loblolly pine, longleaf pine, southern red oak, red maple, sweetgum, and post oak are dominant. Common understory plants are flowering dogwood, blackjack oak, sourwood, turkey oak, blueberry, Virginia creeper, bitter gailberry, waxmyrtle, • r1 LJ 20 sassafras, grape, sweetbay, redbay, American beautyberry, and threeawn grass. The main limitation for woodland use and management is droughtiness. In cultivated areas of this soil, the main crops grown are corn and soybeans. Droughtiness, leaching of plant nutrients, and wind erosion are major limitations. A common pasture forage is coastal bermudagrass. Baymeade soil has no major limitations for building site development. Wetness and seepage are the main limitations for sanitary facilities. The sandy surface layer is a limitation for recreation use. This Baymeade soil is in capability subclass Ills and in woodland group 6S. CnB—Conetoe loamy sand, 0 to 5 percent slopes. This soil is well drained and is on gently undulating ridges on low marine and stream terraces. The largest areas of this soil are in the western part of the county south of Lees Landing. The mapped areas are Irregular in shape and range from 5 to 300 acres. Typically, the surface layer is dark grayish brown loamy sand 4 inches thick. The subsurface layer is pale brown loamy sand to a depth of 36 inches. The subsoil is brownish yellow sandy loam to a depth of 51 inches. The underlying material to a depth of 80 inches is pale yellow loamy sand and light gray sand. Permeability of the subsoil is moderately rapid, and the available water capacity is low. The soil ranges from very strongly acid to medium acid except where lime has been added. The seasonal high water table is below a depth of 6 feet. Low areas of this soil are subject to rare flooding. Wind erosion is a hazard in areas unprotected by vegetation. Included with this soil in mapping are small areas of Charleston and Leon soils in slightly lower positions than Conetoe soil. The Charleston soils are moderately well drained, and the Leon soils are poorly drained. Some wet soils are shown on the map with a special symbol. The soils are in depressions smaller than 4 acres. Also Included are a few small areas of a sandy soil that is somewhat excessively drained. This soil occurs at random within the map unit with no apparent change in landscape. The included soils make up about 10 to 15 percent of this map unit. This Conetoe soil is used mainly as woodland. In a few areas, it is used as pasture or cropland. In woodland areas, loblolly pine, longleaf pine, southern red oak, Shumard oak, hickory, southern sugar maple, red maple, sweetgum, white oak, and post oak are dominant. Common understory plants are flowering dogwood, sourwood, turkey oak, blueberry, bitter gallberry, Virginia creeper, waxmyrtle, sassafras, grape, sweetbay, redbay, American beautyberry, threeawn grass, and poison ivy. The main limitation for woodland use and management is droughtiness. In cultivated areas of this soil, corn, tobacco, soybeans, and wheat are the major crops. Limitations Soil Surve are wind erosion, leaching of plant nutrients, and droughtiness. Blowing sand can damage young plants. f common pasture forage is coastal bermudagrass. This soil generally does not have any major limitations for building site development. Low-lying areas of this so; however, are subject to rare flooding. The flood hazard for specific sites needs to be determined before use anc management are planned. Seepage is the main limitatio- for sanitary facilities. The sandy surface layer is a limitation for recreation use. This Conetoe soil is In capability subclass Its and in woodland group 8S. CrB—Craven loam, 1 to 4 percent slopes. This soil Is moderately well drained and is on low ridges and side slopes on uplands near drainageways. It is in the western part of the county north of Olympia, west of Reeisboro, and in the vicinity of Scott's Store. The mapped areas are irregular in shape and range from 5 tc 300 acres. Typically, the surface layer is brown loam 5 inches thick. The subsoil extends to a depth of 44 inches. It is brownish yellow clay in the upper part, brownish yellow clay that has light brownish gray mottles in the middle part, and light brownish gray sandy clay in the lower par. The underlying material to a depth of 80 Inches is brownish yellow sandy clay loam and light brownish gra; fine sandy loam. Permeability of the subsoil is slow, and the shrink-swe potential is moderate. The available water capacity is moderate. This soil ranges from extremely acid to strongly acid except where lime has been added. The seasonal high water table is 2 to 3 feet below the surface. Erosion is a hazard in areas not protected by vegetation. Included with this soil in mapping are small areas of Lenoir and Goldsboro soils. The Lenoir soils are in depressions, and the Goldsboro soils occur at random within the map unit with no apparent change in landscape. The Lenoir soils are somewhat poorly drained, and the Goldsboro soils are moderately well drained. Also included are small areas of Craven soils that are moderately well drained and eroded. Short, steep slopes and wet soils are shown on the map with special symbols. The areas of wet soils are smaller thar 4 acres. The Included soils make up about 10 to 20 percent of this map unit. This Craven soil is used mainly as woodland. In a fev, areas, it is used as pasture or cropland. In woodland areas, loblolly pine, red maple, water oaF sweetgum, yellow -poplar, blackgum, southern red oak, white oak, and post oak are dominant. Common understory plants are bitter gailberry, sounvood, flowering dogwood, American holly, waxmyrtle, Virginia creeper, redbay, sweetbay, blueberry, honeysuckle, sweet pepperbush, Carolina jessamine, and poison ivy. Pamlico County, North Carolina Pecommon pasture forages include tall fescue and Ladino clover. Seasonal wetness, slow permeability, moderate shrink - swell potential, and the clayey subsoil are the major limitations to use of this soil for building site development, sanitary facilities, and recreation. Wetness can be reduced somewhat with a drainage system that includes open ditches and land grading for surface drainage. Foundations should be designed to resist cracking caused by shrinking and swelling of the subsoil during changes in moisture. This Lenoir soil is in capability subclass Illw and in woodland group 9W. LF—Lafitte muck, frequently flooded. This soil is nearly level and very poorly drained. it is in marshes adjacent to sounds, bays, rivers, and creeks. The largest areas of this soil are in the northeastern part of the county. Access is limited in many places because of water, so observations of this soil were not as detailed as those of other soils. However, the mapping was controlled well enough to make interpretations for the expected uses. The mapped areas are long and have variable widths, or they are very broad and Irregular in shape. They range from 4 to more than 2,000 acres. tally, the soil is black muck 80 inches thick. soil ranges from slightly acid to moderately aI ine. The water table is at or near the surface continuously, and the soil is subject to frequent flooding for brief to very long periods. The salt concentration generally ranges from 5 to 25 parts per thousand. Elevation Is less than 2 feet above sea level. Subsidence would be a problem if this soil were drained. Included with this soil in mapping are some areas of a soil that is similar to Lafitte soil except it has an organic layer that is less than 51 inches thick. Also included are small areas of Hobucken soils that are very poorly drained and are adjacent to uplands and low marine terraces and a few areas of the very poorly drained Stockade, Brookman, Wasda, and Arapahoe soils in small, slightly higher positions than Lafitte soil. The included soils make up about 20 to 30 percent of this map unit. This Lafitte soil is in native vegetation adapted to long periods of wetness, flooding, and exposure to salt. It is not used as cropland, woodland, or for building site development, sanitary facilities, or recreation. Common plants are big cordgrass, sawgrass, seashore mallow, sawgrass, smooth cordgrass, black needlerush, and eastern baccharis. These marshland areas are an important part of the ecology of the estuarine system. The marsh plants contribute nutrients to the estuary bang fish and shellfish and provide habitat for wMb wildlife. This Lafitte soil is in capability subclass Vlliw. It has not been assigned to a woodland group. 29 Ln—Leon sand. This soil is nearly level to gently sloping and is poorly drained. It is on ridges and flats and in depressions on uplands and stream terraces. The largest areas of this soil are on the Minnesott Ridge along North Carolina Highway 306. The mapped areas are irregular in shape and range from 5 to more than 2,000 acres. Typically, the surface layer is black sand 7 inches thick. The subsurface layer is light gray sand to a depth of 15 inches. The subsoil, to a depth of 55 inches, is black and very dark brown weakly cemented and brittle sand. It is loose dark brown sand to a depth of 80 inches. Permeability is rapid in the surface layer and subsurface layer and moderate to moderately rapid in the subsoil. The available water capacity is low. The soil ranges from extremely acid to strongly acid. The seasonal high water table is commonly within 1 foot of the surface from November to April. In with this soil in mapping are small areas of Baymeade, Rutlege, and Tomahawk soils. The Baymeade soils are well drained and are on ridges, and the Rutlege soils are very poorly drained and are in depressions. The moderately well drained Tomahawk soil, a soil that is similar to Leon soil except that it has a weekly cemented subsoil 30 to 50 Inches below the surface, and a soil that Is similar except that it has loamy material within a depth of 80 inches occur at random within the mapped areas with no apparent change in landscape. The included soils make up 10 to 15 percent of this map unit. This Leon soil is used mainly as woodland. It generally is not used as cropland because of wetness during winter and spring, droughtiness in summer, the weakly cemented subsoil, and leaching of plant nutrients. In a few areas, this soil is used for pasture forages, such as coastal bermudagrass. In woodland areas of this soil, the dominant trees are longleaf pine and pond pine. Scattered water oak, blackgum, and red maple are also on this soil. Common understory plants are threeawn grass, blueberry, huckleberry, brackenfern, bitter galiberry, large gallberry, fetterbush, waxmyrtle, sassafras, turkey oak, redbay, and sweetbay. Wetness during winter months limits woodland use and management. However, this soil is droughty during the growing season. Seasonal wetness is the main limitation to use of this soil for building site development, sanitary facilities, and recreation. A drainage system reduces wetness, but the weakly cemented subsoil interferes with the performance of the system. Caving of ditchbanks is a maintenance problem. Droughtiness in the summer is a limitation for lawns and shrubs. This Leon soil is in capability subclass IVw and in woodland group 4W. 34 is facilities, and recreation. An intensive drainage system is needed. This Paxville soil is in capability subclass 111w (drained) or Vlw (undrained). It Is in woodland group 10W. • • Ra—Rains fine sandy loam. This soil is nearly level and poorly drained. It is on broad flats and in depressions on uplands in the western part of the county in the vicinity of Olympia, and west and north of Arapahoe. The mapped areas are irregular in shape and range from 5 to more than 150 acres. Typically, the surface layer is black fine sandy loam 7 Inches thick.The subsurface layer is light brownish gray fine sandy loam to a depth of 12 inches. The subsoil extends to a depth of 64 inches. It is gray fine sandy loam in the upper part, gray sandy clay loam in the middle part, and light brownish gray fine sandy loam in the lower part. The underlying material to a depth of 80 inches is gray loamy fine sand. Permeability of the subsoil is moderate. This soil ranges from extremely acid to strongly acid except where lime has been added. The seasonal high water table is within 1 foot of the surface. Water ponds in depressions for brief periods except where a drainage system has been installed. Included with this soil in mapping are small areas of Lynchburg, Paxville, and Leaf soils. The Lynchburg soils are in slightly higher areas than Rains soil and are somewhat poorly drained. The Paxville soils are in depressions and are very poorly drained. The Leaf soils occur at random within the map unit with no apparent change in landscape. They are poorly drained. Also included are some areas of a soil that is similar to Rains soil except it has a sandy layer 4 to 5 feet below the surface. The included soils make up about 15 to 25 percent of this map unit. This Rains soil is used mainly as woodland. In a few areas, it is used as pasture or cropland. In woodland areas of this soil, the dominant trees are loblolly pine, pond pine, red maple, sweetgum, yellow - poplar, blackgum, water oak, swamp chestnut oak, and willow oak. Important understory plants are bitter . gallberry, large gallberry, fetterbush, switchcane, sweet pepperbush, greenbrier, sweetleaf, American holly, blueberry, huckleberry, sweetbay, redbay, waxmyrtle, honeysuckle, poison ivy, Virginia creeper, Virginia chainfern, cinnamon fern, and Carolina jessamine. Wetness is the main limitation for woodland use and management. Soils managed for loblolly pine benefit from ditching and bedding. Fertilizer is used in many plantations. In cultivated areas, the principal crops are com, soybeans, and wheat. Wetness is the main limitation. Drainage systems include land grading for surface drainage, open ditches, and tile. Common pasture forages include tail fescue and Ladino clover. Soil Survey Seasonal wetness is a major limitation to the use of this soil for building site development, sanitary facilities, and recreation. However, some areas of this soil have been drained and then developed. This Rains soil is in capability subclass Illw and in woodland group 10W. Ru—Rutlege mucky loamy fine sand. This soil is nearly level and very poorly drained. it is in depressions on uplands mainly on the west side of the Minnesott Ridge along North Carolina Highway 306. The mapped areas are Irregular in shape and range from 10 to 500 acres. Typically, the surface layer is black mucky loamy fine sand 20 inches thick. The underlying material to a depth of 80 inches is dark grayish brown loamy fine sand and light brownish gray sand. Permeability is rapid. The soil is extremely acid or very strongly acid. The water table is at or near the surface most of the time, and the soil ponds frequently for brief to long periods. Included with this soil in mapping are small areas of Leon and Paxville soils. The Leon soils are in higher areas than Rutlege soil and are poorly drained. The Paxville soils are in the lowest parts of depressions and are very poorly drained. Some areas of a soil that is similar to Rutlege soil except it has a weakly cemented subsoil occur at random within the map unit with no apparent change in landscape. The Included soils make up about 15 to 20 percent of this map unit. This Rutlege soil is used mainly for native trees that are adapted to extreme wetness, such as pond pine, loblolly pine, red maple, blackgum, and sweetgum. Common understory plants are Iobioliybay, honey cup, fetterbush, waxmyrtie, blueberry, bitter gallberry, large gallberry, huckleberry, redbay, sweetbay, titi, red chokeberry, greenbrier, sphagnum moss, Virginia chainfern, and sedges. Wetness is a major limitation for woodland use and management. Rutlege soil generally is not used as cropland or for building site development, sanitary facilities, and recreation because of extreme wetness. This Rutlege soil is in capability subclass Viw and in woodland group 9W. Sk—Stockade loamy fine sand. This soil is nearly level and very poorly drained. It is on broad flats and in depressions on low marine and stream terraces. Some of the larger areas of this soil are north of North Carolina Highway 304 and south of Alliance, south and east of Merritt, and on Goose Creek Island. The mapped areas are irregular in shape and range from 5 to 2,000 acres. Typically, the surface layer is black and very dark grayish brown loamy fine sand about 19 inches thick. The subsoil extends to a depth of 54 inches. It is light brownish gray sandy clay loam in the upper part, gray sandy clay loam in the middle part, and grayish brown 12 U TABLE 10.--BUILDING SITE DEVELOPMENT Sol] Survey iome terms that describe restrictive soil features are defined In the Glossary. See text for definitions of "slight," "moderate," and "severe." . Absence of an entry indicates that the soil was not rated. The Information in this table indicates the dominant soil condition but does not eliminate the need for onsite investigation] Map symbol and soil name Shallow excavations Dwellings I wLthout I basements Dwellings I with I basements I Small commercial bulldin s Local roads and streets I Lawns and landscaping aA--------------- Severe: Moderate: ISevere: IModerate: IModerate: Moderate: Altavista wetness, wetness. wetness. i wetness. ` wetness. I wetness. cutbanks cave. nB--------------- Severe: Slight--------- 1 i Slight--------- I! I Slight---------ISlight---------ISevere: I Alpin cutbanks cave.i ISevere: I droughty. p---------------- Arapahoe Severe: cutbanks cave, Severe: flooding, Severe: flooding, ISevere: flooding, wetness. I Severe: wetness. wetness. I wetness. wetness. wetness. 1 Ii u:---------------- Argent Severe: ISevere: wetness. I ISevere: flooding, ! flooding, Severe: ISevere: flooding, = !Severe: low strength, I wetness. ! wetness. I! wetness. wetness. wetness. sa--------------- Severe: ISevere: ISevere: Severe: Severe: ISevere: I Sallahack wetness. I flooding, flooding, flooding, wetness, wetness. wetness. wetness. I wetness. I flooding. I li'p------------- Severe: Severe: Severe: ISevere: ISevere: I ISevere: Belhaven I excess humus, flooding, flooding, flooding, ponding, ponding, I ponding. I ponding, ponding. ponding, = low strength. I excess humus. low strength. low strength. Am ---------------- ISevere: 'ISevere; ISevere: ISevere: ISevere: Brookman wetness. flooding, ISevere: flooding, I flooding, I flooding, I wetness, wetness. wetness. wetness. wetness, I flooding. I low strength. 3r---------------- Severe: Severe: ISevere: ISevere: ISevere: I I Severe: I Brookman wetness. flooding, I flooding, I flooding, low strength, I wetness. wetness. wetness. Iwetness. I wetness. I 3yB ------- Severe: Slight --------- IModerate: slight --------- IIslight ISlight--------- ISevere:droughty. Baymea-- cuthcave. wet 'Slight :1B--------------- Severe: --------- iSlight--------- --------- -------- `i Moderate: Conetoe cutbanks cave. ISlight i CrB--------------- Severe: Moderate: Severe: IModerate: Severe: `Slight. Craven wetness. wetness, I wetness. wetness, low strength. shrink -swell. I sbrink-swell. Cs---------------- Severe: Moderate: ISevere: Moderate: Moderate: IModerate. Charleston cutbanks cave,I wetness. I wetness. I wetness. wetness. droughty. wetness. I I I CT* -------------- Severe: ISevere: -ISevere: ISevere: ISevere: Severe: Croatan excess humus, I flooding, flooding, flooding, ponding. ponding, ponding. I ponding, ponding. ponding, I excess humus. • footnote at end of table C� i 40 Soil Survey TABLE 10.--BUILDING SITE DEVELOPMENT [Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions of "sligbt," "moderate," and "severe." Absence of an entry indicates that the soil was not rated. The information in this table indicates the dominant soil condition but does not eliminate the need for onsite investigation] Map symbol and soil name Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Lawns and landscaping AaA--------------- Severe: (+Moderate: Severe: Moderate: Moderate: Moderate: Altavista wetness, S wetness. wetness. wetness. wetness. wetness. 4 cuthanks cave. AnB--------------- Severe: Slight--------- slight --------- (Slight --------- Slight--------- I Severe: droughty. Alpin cuthanks cave. I Ap---------------- Severe: Severe: Severe: flooding, Severe: ISevere: flooding, wetness. Severe: wetness. Arapahoe cuthanks cave, flooding, ] wetness. wetness. wetness. I wetness. Ar---------------- Severe: I Severe: Severe: flooding, i severe: flooding, Severe: ISevere: low strength, wetness. Argent .I wetness. flooding, I I wetness. wetness. I wetness. wetness. Ba---------------- ISevere- iSevere: ISevere: ISevere: ISevere: Severe: Ballahack wetness. ] flooding, flooding, flooding, wetness, wetness. ! wetness. wetness. wetness. i flooding. BN*-------------- Belhaven 1 Severe: I excess humus, ((iSevere: flooding, Severe: ISevere: = flooding, , ISevere: flooding, ponding, Severe: ponding, ponding. ponding, ponding. ponding, I low strength. excess humus. 't low strength. low strength. Bm---------------- ISevere- ISevere: Severe: Severe: Severe: Severe: Brockman wetness. i flooding, flooding, flooding, flooding, wetness, flooding. wetness. wetness. wetness. wetness, I! low strength. Br---------------- Severe: Severe: ISevere: (Severe: flooding, Severe: 4 low strength, ISevere: wetness. Brookman wetness. flooding, wetness. ` flooding, I wetness. wetness. !1 wetness. ByB--------------- Severe: (Slight --------- (Moderate: Slight--------- =Slight --------- ISevere: I droughty. Baymeade cuthanks cave. wetness. ---------iSlight --------- 'Slight -------- 6IMdrough: CnB--------------- Severe: Slight ---------=Slight Conetoe cuthanks cave. CrB------ --------- Severe: Moderate: Severe: (Moderate: ISevere: I low strength. Slight. Craven wetness. wetness, wetness. wetness, I shrink -swell. i I shrink -swell. i I Moderate: ISevere: (Moderate: =moderate- Moderate:. Cs ------- ---------ISevere: Charleston i cuthanks cave, wetness. wetness. I wetness. wetness. i droughty. I wetness. ISevere: CT*--------------ISevere: Severe: ISevere: Severe: Severe: Croatan I1 excess humus, I flooding, flooding, I flooding, 1 ponding. ponding, humus ponding. ponding, ponding. R ponding, i excess low strength. 4 low strength. See footnote at end of table Pamlico County, North Carolina 113 • TABLE 10.--BDILDING SITE DEVEIAPNENT--Continued Map symbol and soil name Shallow excavations Dwellings without basements Dwellings with i basements Small commercial buildings Local roads and streets [ Lawns and landscaping DA*----------- --ISevere: Severe: Severe: Severe: Severe: Severe: Dare i excess humus, flooding, flooding, flooding, ponding, excess humus, ponding. ponding, ponding. ponding, low strength. ponding. [ = low strength. low strength. DgB--------------- iSevere: (Moderate: Severe: Moderate: iSevere: iModerate: Dogue cuthanks cave, wetness, wetness. wetness, low strength. wetness. wetness. shrink -swell. I ' shrink -swell. Moderate: Moderate: Fo---------------- Severe: Severe: Severe: `Severe: wetness. wetness. wetness. Fork wetness. [ wetness. wetness. GoA--------------- Severe: 'Moderate: Severe: Moderate: (Moderate: Slight. Goldsboro wetness. ' wetness. wetness. wetness. wetness. HN*-------------- Severe: Severe: Severe: (Severe. Severe: Severe: Hobucken ponding. flooding, flooding, I flooding, flooding, flooding, ponding. ponding. [ ponding. ponding. ' ponding. La ---------------- Severe: Severe: Severe: iSevere: Severe: Severe: Leaf wetness. wetness, wetness, wetness, low strength, wetness. shrink -swell. shrink -swell. shrink -swell. wetness, ishrink -swell. -- --------- Severe: [iSevere: Severe: Severe: Severe: Moderate: noir wetness. J wetness. wetness. [ wetness. low strength. wetness. LF*------- ------- iSevere: Severe: Severe: [Severe: Severe: Severe: Lafitte = excess humus, flooding, flooding, I flooding, ponding, ` excess humus, ponding. ponding, = ponding. I ponding, flooding. ponding, low strength. I low strength. flooding. In---------------- Severe: Severe: Severe: Severe: 'Severe: Severe: Leon cuthanks cave,! wetness. i wetness. wetness. wetness. wwettnneess, wetness. SI y' Ly*-------------- Severe: Severe: Severe: Severe. iSevere: Severe: Lynchburg wetness. wetness. = wetness. wetness. I wetness. wetness. MA* --------- ---- Severe: Severe: Severe: Severe: iSevere: Severe: Masontown cuthanks cave, flooding, [ = flooding, flooding, 1 ponding, ponding, ponding. , p onding. ponding. ponding. flooding, flooding. NoA--------------- Moderate: [Slight--------- 1 Moderate: Slight--------- Slight--------- Slight. Norfolk wetness. wetness. iModerate: [Slight NoB--------------- Moderate: i Slight--------- Moderate: -------- Norfolk wetness. wetness. slope. [Slight. Pa---------------- Severe: Severe: Severe: Severe: wetness. Severe: wetness. 1 Severe: wetness. Paxville cuthanks cave, wetness. I wetness. wetness. i ga---------------- Severe: Severe: Severe: [Severe: Severe: wetness. Severe: wetness. Rains i wetness. wetness. wetness i wetness. Ru----------------Severe: Severe: [Severe; Severe: Severe: Severe: Putlege �` cuthanks cave, ponding. 1 ponding. .ponding. ponding. ponding. ' ponding. 1 See footnote at end of table 114 TABLE 10.--BUILDING SITE DEVELOPMENT --Continued Soil Survey Map symbol and soil name I Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads and streets Lawns and landscaping Sk---------------= Severe: Severe: Severe: Severe: Severe: Severe: Stockade wetness. wetness. wetness. wetness. wetness. ! wetness. Sm---------------- Severe: - Severe: Severe: Severe: =Severe: Severe: Stockade wetness, flooding, flooding, flooding, wetness, wetness, flooding. wetness. wetness. wetness. ! flooding. flooding. Th---------------- ISevere: Moderate: Severe: Moderate: Moderate: Moderate: Tomahawk cutbanks cave, wetness. I wetness. wetness. wetness. wetness, wetness. droughty. IId*. IIdorthents Wa---------------- Severe: Severe: Severe: Severe: =Severe- Severe: Wahee wetness. wetness. wetness. wetness. low strength, wetness. 1 = wetness. Wd---------------- Severe: '`Severe: Severe: Severe: Severe: Severe: Wasda ponding. ` flooding, i flooding, flooding, ponding. ponding, ponding. ponding. ponding. excess humus. Yo---------------- Severe: Severe: Severe: Severe: !Severe: Severe: Yonges wetness. wetness. I wetness. wetness. I! wetness. wetness. * See description of the map unit for composition and behavior characteristics of the map unit. 0 Pamlico County, North Carolina • TABLE U.--SANITARY FACILITIES [Some terms that describe*restrictive soil features are defined in the Glossary. See text for definitions of "slight," "good," and other terms. Absence of an entry indicates that the soil was not rated. The information in this table indicates the dominant soil condition but does not eliminate the need for onsite investigation] Map symbol and Septic tank Sewage lagoon ! Trench soil name absorption areas I sanitar fields landfil AaA------ ----------- (Severe: Severe: 'Severe: Altavista I wetness. i wetness. ' wetness. Arpin Severe: wetness, poor filter. Ar------------------ severe: Argent peres slowly, wetness. • Ba*---------------- Severe: Ballahack flooding, wetness. BB* ---------------- Severe: Belhaven I ponding, peres slowly. Bm------------------ 'severe: Brookman flooding, wetness, peres slowly. Br----------------- Severe: Brookman wetness, peres slowly. ByB----------------- Severe: Baymeade I poor filter. Conetoe graven wetness, peres slowly. See footnote at end of table seepage. seepage, too sandy.. Severe: Severe: seepage, seepage, flooding, wetness. wetness. Severe: Severe: flooding, too clayey, wetness, wetness. seepage, tlooaing, flooding, seepage, wetness. wetness. Severe: Severe: seepage, I seepage, flooding, ponding. ponding, excess humus. Slight----------- Severe: flooding, wetness, too clayey. Slight -----------Severe: wetness, too clayey. Severe: Severe: seepage. seepage, wetness, too sandy. Severe: Severe: seepage. seepage. (Moderate: Severe: slope. seepage, wetness, Itoo clayey. 115 Area sanitary landfill Daily cover for landfill revere: Fair: seepage, wetness. wetness. Severe: ]Poor: seepage. too sandy, I seepage. Severe: Poor: seepage, wetness. wetness. severe: roor: wetness. too clayey, hard to pack, wetness. flooding, _I wetness. seepage, wetness. Severe: Poor: seepage, ponding, ponding. excess humus. Severe: Poor: flooding, too clayey, wetness. hard to pack, wetness. Severe: Poor: wetness. too clayey, bard to pack, wetness. Severe: Poor: seepage. too sandy. Severe: Poor: seepage. seepage. Severe: Poor: wetness. too clayey, ' hard to pack. 116 • • Soil Survey TABLE 11.--SANITARY FACILITIES --Continued Map symbol and soil name Septic tank absorption fields Sewage lagoon areas Trench sanitary landfill Area sanitary landfill Daily cover for landfill Cs------------------ Severe: Severe: (Severe: Moderate:- - Poor: Charleston wetness, seepage, seepage, wetness. thin layer. 1 poor filter. wetness. I wetness. Cr* ---------------- =Severe: Severe: iSevere: Severe: 1IPoor: Croatan ponding, ! seepage, ponding, F seepage, ponding, . 4 peres slowly. I ponding, excess humus. I ponding. excess humus. !I excess humus. DA*---------------- Severe: iSevere: Severe: Severe: Poor - Dare ponding, flooding, seepage, ponding. I excess humus, peres slowly. = excess humus, ponding, f ponding. ponding. excess humus. y DgB------ ---------- Severe: Severe: Severe: Severe: Poor: Dogue wetness, seepage, seepage, wetness. too clayey, peres slowly. wetness. , wetness, hard to pack. too clayey. Fo------------------ Severe: (Severe: Severe: Severe: =Poor: Fork i wetness, i wetness. i wetness. wetness. ' wetness. GoA----------------- Severe: Severe: Severe: iSevere- (Fair: Goldsboro wetness, wetness. i wetness. wetness. = wetness. HN*---------------- Severe: Severe: iSevere, Severe: iPoor: Hobucken flooding, flooding, flooding, ponding. ponding. ponding. ponding. ponding. iSevere: Severe: ,Poor: La------------------ Severe: Slight ----------- Leaf wetness, wetness, wetness. i too clayey, peres slowly. = too clayey. I hard to pack, wetness. Le------------------ Severe: Slight ----------- (Severe: Severe: iPoor: Lenoir wetness, wetness, wetness. I too clayey, peres slowly. i i too clayey. hard to pack, wetness. IF* ---------------- I! Severe: (Severe: Severe: Severe Poor: Lafitte flooding, seepage, flooding, ! flooding, = ponding, ponding. flooding, ponding, seepage, excess humus. excess humus, i seepage, i ponding. excess humus. Ln------------------ Severe: Severe: Severe: iSevere: Poor: Leon wetness, seepage, seepage, seepage, i seepage, poor filter. wetness. wetness, wetness, too sandy, too sandy. i wetness. Ly------------------ Severe: Severe: Severe: Severe: Poor: Lynchburg wetness. wetness. wetness. wetness. wetness. MA* ---------------- Severe: Severe: Severe: Severe: Poor: Masontown = flooding, seepage, flooding, flooding, seepage, ponding, flooding, seepage, seepage, too sandy, poor filter. ponding. ponding, ponding. ponding. NoA, NoB---------- Moderate: (IModerate- Severe: ------------- Good. Norfolk wetness. I seepage. wetness. iSlight ! See footnote at end of table Pamlico County, North Carolina • TABLE 11.--SANITARY FACILITIES --Continued 117 Map symbol and soil name Septic tank absorption fields Sewage lagoon areas Trench sanitary landfill Area sanitary landfill Daily cover for landfill Pa------------------ Severe: Severe: Severe: Severe: Poor: Paxville wetness. seepage, seepage, seepage, wetness. wetness. wetness. wetness. Ra------------------ Severe: Severe: Severe: Poor: IlSevere: Rains - wetness. I wetness. wetness. ` wetness, wetness. I seepage. Ru------------------ Severe: Severe: Severe: Severe: Poor: Rutlege = ponding, seepage, i seepage, seepage, too sandy, poor filter. ponding. I ponding, I ponding. = ponding. too sandy. Sk------------------ ISevere: Severe: Severe: ISevere: Poor: Stockade wetness. seepage, seepage, seepage, I wetness, wetness. wetness. wetness. I thin layer. Sm------------------ Severe: Severe: Severe: Severe: IPoor: Stockade ` flooding, i seepage, flooding, flooding, = wetness, wetness. wetness. seepage, seepage, thin .layer. wetness. wetness. Th------------------ ISevere* ISevere: Severe: ISevere: Poor: Tomahawk = wetness. I seepage, i wetness, seepage, thin layer. I wetness. seepage. i wetness. Udorthents I Wa------------------ I ISevere: Severe: Severe: Severe: IPoor: Wahee I wetness, wetness. wetness, wetness. y too clayey, I peres slowly. too clayey. bard to pack, wetness. Wd------------------ Severe: =Severe: Severe: Severe: IPoor: Wasda ponding. excess humus, ponding, ponding. = ponding, I ponding. seepage. excess humus. Yo------------------ Severe: Severe: Severe: ISevere: I Poor: Yonges wetness, wetness, wetness. wetness. wetness. peres slowly. seepage. i * See description of the map unit for composition and behavior characteristics of the map unit. 0 120 Sol] Survey • TABLE 13.--WATER MANAGEMENT [Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions of "slight," "moderate," and "severe." Absence of an entry indicates that the soil was not evaluated. The information in this table indicates the dominant soil condition but does not eliminate the need for onslte Investigation] • • Limitations or-- Features a ec n -- Map symbol and Pond Embankments' Aquifer- e soil name reservoir dikes, and excavated Drainage Grassed areas levees Donds Waterways AaA--------------- Moderate: Moderate: Moderate: Favorable-------- Favorable. Altavista I seepage. wetness. deep to water. MB--------------- Severe: Severe: Severe: Deep to water---- Droughty. Alpin seepage. seepage, no water. 1 piping. Ap---------------- Severe: !Severe: Severe: cave---- Wetness. Arapahoe seepage. 1� piping, cuthanks cave. lCuthanks wetness. Ar---------------- Slight----------- Severe: evere: IPeres slowly ----- !Wetness, Argent wetness, slow refill. I = peres slowly. hard to pack. Be---------------- Severe:- Slight ----------- is iFlooding--------- lWetness. Ballahack V seepage. 'Severe: wetness. BH*-------------- Moderate: I Severe: Slight----------- I Ponding, Ponding. Belhaven seepage. piping, - subsides, ponding. peres slowly. Bm---------------- Slight---------- Severe: Severe: Wetness. Brookman hard to pack, slow refill. {Flooding, peres slowly. wetness. I Br ----------------Slight ----=------ Severe: Severe: Peres slowly ----- !Wetness. Brookman I = hard to pack, slow refill. ! wetness. !11 ByB----- ----------Severe: Severe: Severe: (Deep to water---- Droughty, Baymeade seepage. seepage, ! cuthanks cave. i rooting depth. piping. 1! CaE--------------- Severe: Severe: Severe: I!! to water---- Loughty. Conetoe seepage. = seepage, no water. 'Deep piping. CrB--------------- Moderate: Moderate: - Severe: =Peres slowly----- Erodes easily, Craven seepage. hard to pack, slow refill. I peres slowly. wetness. Cs---------------- Moderate: Severe: Severe: Favorable-------- Droughty. Charleston I seepage. piping. cuthanks cave. CT* -------------- Severe: Severe: Severe: Farce slowly, Wetness, Croatan seepage. piping, slow refill. subsides, peres slowly. wetness. ponding. DA*--------------Slight ----------- Severe: Slight----------- Peres slowly, Wetness, Dare I excess humus, subsides, peres slowly. Iwetness. ponding. See footnote at end of table Pamlico County, North Carolina • Map symbol and S oP nd— soil name !( reservoir Ii areas DgB--------------- ,Moderate: Dogue seepage. Fo--------------- Moderate: TABLE 13.--WATER MANAGEMENT --Continued Limitations or-- ancmen s,Aquifer-fed j dikes, and excavated wetness Fork seepage. ! piping, 1 wetness. GoA--------------- Moderate: Moderate: Goldsboro seepage. piping, wetness. WN*-------------- Moderate: Severe: Hobucken i seepage, i piping, ponding. La---------------- Slight- ---------- ;Severe: Leaf ' wetness. Le---------------- Slight ----------- (Severe: Lenoir I wetness. LF*-------------- Severe: I (Severe: • Lafitte seepage. I excess humus, ponding. Ln---------------- Severe: {Severe: Leon seepage. seepage, piping, wetness. Ly---------------- `Moderate: `Severe: Lynchburg I seepage. piping, + wetness. MA* --------------Severe: Severe: Masontown seepage. seepage, piping, ponding. NoA--------------- Moderate: Moderate: Norfolk seepage. piping. NoB--------------- Moderate: Moderate: Norfolk seepage, piping. slope. Pa---------------- Moderate: Severe: Paxville seepage. piping, wetness. Ra---------------- Moderate: Severe: Rains seepage. piping, wetness. --------------- Severe: Severe: Rutlege seepage. seepage, piping, ponding. Severe: slow refill, cutbanks cave. Moderate: slow refill. Moderate: slow refill, deep to water. Moderate: salty water. I slow refill. I 121 Drainage Grassed Waterway: gable -------- !Favorable. Severe: IPeres slowly ! slow refill. 1 iIModerate: iIPonding, salty water. flooding, I subsides. Severe: Cutbanks cav I I cutbanks cave. `Moderate: Favorable-------- ( slow refill. Severe: Ponding, cutbanks cave. flooding, ! cutbanks cave. Moderate: !Deep to water ---- deep to water, I! slow refill. Moderate: Deep to water ---- deep to water, slow refill. Severe: Cutbanks cave---- cutbanks cave. Moderate: Favorable-------- slowrefill. Severe: Ponding, cutbank5 cave. , cutbanks cave. Favorable. Wetness, excess salt. Wetness, peres slowly. Wetness, erodes easily, peres slowly. Wetness, excess salt. Wetness, droughty. Wetness. Wetness. Favorable. Favorable. Wetness. :tness. ;Wetness. See footnote at end of table 122 • Soil Survey TABLE 13.--WATER MANAGEMENT --Continued Limitations or-- Features a ec n -- Map symbol and Pond Embankments,Aquifer-fed' soil name reservoir dikes, and excavated Drainage Grassed areas levees ponds Waterways Sk---------------- Severe: Severe: Slight----------- Favorable --------Wetness. Stockade I seepage. wetness. Sm---------------- ISevere: Severe: Flooding --------- (Wetness. Stockade seepage. (Slight----------- wetness. I Th---------------- Severe: Severe: Severe: Cuthanks cave ---- Tomahawk seepage. piping, cuthanks cave. (Droughty. wetness, I seepage. I Ud*. I Udortbents I Wa---------------- Slight----------- Severe: Severe: Peres slowly----- Wetness, Wahee I wetness. slow refill. peres slowly. Wd---------------- Moderate: (Severe: Slight----------- Subsides --------- IWetness. Wasda I seepage. wetness. Yo ---------------- IModerate: Severe: Severe: (Favorable --------Wetness. Yonges seepage. piping, slow refill. i wetness. I I . * See description of the map unit for composition and behavior characteristics of the map unit. • USEFUL TERMS For purposes of this report the following definitions apply. Catch Basin As the name implies a "basin designed to catch". Typically associated with roadways that have curbs and gutters, these devices are masonry boxes, below road level with culverts to divert water in a desired direction. Metal grates covering the basins are designed to prevent debris from fouling the culvert. Culvert A transverse drain, typically a pipe, of varying diameters, constructed of cast concrete, but also of terra cotta, metal, plastic and other material, through which water is diverted to a desired discharge location. French Drains Similar to catch basins but not necessarily associated with roadways. These devices have masonry boxes and culverts to direct water to a specific place. Junction Box A manmade subsurface device where underground culverts or surface drainage features coming from several directions discharge water. These • devices typically have several inflow points and one outflow or discharge point. Ditches With A long narrow excavation dug into the ground for the purpose of drainage. Visible Water For this study, "with visible water" means that more commonly than not water can be observed by the human eye. Vegetation is often seen on the banks and aquatic plants in the water. Grassed Ditches Similar to above, but with notable vegetation. Different from above in that water is not commonly visible, only during times of water runoff, typically during heavy rain or storm events. Intermediate Ditches Similar to grassed ditches but not necessarily continuous and well defined from beginning to end. Generally are well vegetated but some are not. Swales Typically a vegetated depression not excavated as are ditches, but rather graded so that slopes are not acute angles. These are often located at the upper ends of ditches described above. See a e A quantity of fluid (water) that has escaped the underground through porous material. 0 Sink A depression in the land surface where water accumulates. • Open Culvert A pipe that is basically free of debris in such a manner that allows the unobstructed flow of water to a desired discharge area. Partially Closed A culvert that is more open than not, but water flow is still impeded. Culvert Partially Opened A culvert that is most frequently closed thus restricting water flow. Culve Closed Culvert A pipe that is so obstructed it is not functioning as a useful part of a drainage system. Relief Distance between the highest and lowest elevation in a particular area, such as on a lot or within a subdivision. • n U UNITED STATES • DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY • CHERRY POINT QUADRANGLE NORTH CAROLINA 7.5-MINUTE SERIES (TOPOGRAPHIC) SCALE 1:24 000 I 5 0 __ I loon 0 1000 2000 3000 4000 MILES 6m 7000 8000 9000 lo000 FEET 1 5 0 KILOMETERS I 1000 0 METEM5 IOW 2000 CONTOUR INTERVAL 5 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 TO CONVERT FEET TO METERS MULTIPLY BY 0.3048 Tf IS MAP COMM WITH NATIONAL MAP ACCURACY STANDARDS FOR SALE BY U.S. GEOLOGICAL SURVEY DENVER, COLORADO 80225 A FOLDER DESCRIBING TOPOGRAPI6C MAPS AND SYMBOLS IS AVAILABLE ON REQUEST HIGHWAYS AND ROADS Interstate .................................... U.S ............. _............................ 101 State .......................................... O County ....................................... O National Forest, suitable for passenger cars ................ 106 61 National Forest, suitable for high clearance vehicles ................ 6 5 National Forest Trall ................... 394 N. C QUADRANGLE LOCATION 00a 0N0 mum Primary highway ...................... Secondary highway ................... Light -duty road Paved .............................. Gravel ............ ................ Dirt ................................. Composmon unspecified... Unimproved; 4 wheel drhm ....... ....1 4WD Trall ...................... _................ ---------- Gate ........................................ — CHERRY POINT, N. C. 34076-H7.TF 024 1994 DMA 5653 N NE -SERIES V842 3 Upper Broad Creek 2 Arapahoe 3 oriental 4 Havelock 5 Merrlmon 6 Masm mn 7 Newport 8 Care Creek ADJOWMG 7.5' QUADRANGLES 0 0 0