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Neills Creek Tennis Courts - Neills Creek Park Tennis Courts Low Density Stormwater Report 10.26.2018
Harnett County Neill’s Creek Park Tennis Courts Table of Contents - 1 Erosion Control Submission STORMWATER MANAGEMENT TABLE OF CONTENTS SECTION/TITLE STORMWATER MANAGEMENT NARRATIVE STORMWATER CONTROL DOCUMENTS PART A LOW DENSITY STORMWATER PERMIT APPLICATION AND DEED PART B USGS QUAD AND NRCS SOILS PART C DRAINAGE MAP PART D CALCULATIONS Page 1 of 1 September, 17th 2018 Stormwater Management Narrative The existing park site is located at 3885 Neill’s Creek Rd, Angier, NC 27501. The work area straddles three parcels, two owned by the Harnett County Board of Education, one owned by Harnett County and is situated between the existing Harnett County Middle School (to the south) and the existing baseball fields for the park (to the north). There are no wetlands, riparian stream buffers, or other significant features in the work area. The soils in the proposed work area is defined as Dothan Loamy Sand, 0 to 2 percent slopes and Dothan Loamy sand, 2 to 6 percent slopes. A soils map and description of the soils is provided in this report. For this small project, the proposed built-upon area (BUA) for the site is 19.1%. As the work area sits on three parcels the BUA is a combined number taking into account existing features such as: drives, walks, buildings, and smaller structures such as dugouts ect on each parcel. The total area for combined sites taken into consideration equal 71.75 acres. This project proposes to add 6 new continuous tennis courts to an existing park. The total disturbance for this project is 1.79 ac. The total added impervious area is 0.80 acres. Consequently, a stormwater permit from NC DEQ is required for development on the site. The proposed BUA meets the criteria for a low- density permit as the BUA is 19.1%. All runoff from the site will drain via sheet flow or into swales which will be maintained as required. An application for an erosion and sedimentation control permit is sought from NC DEQ. This site does not require any further permits from Harnett County. Narrative by: Raymond B. Ruggles, Associate ASLA, NC RLA # 2042 CLARB Certified Landscape Architect Imagery................................................NAIP, January 2010Roads..............................................©2006-2010 Tele AtlasNames...............................................................GNIS, 2010Hydrography.................National Hydrography Dataset, 2010Contours............................National Elevation Dataset, 2010 ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│―│―│―│ ―│―│―│―│―│ ―│―│―│―│―│ 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30030025025 0 150 2501 5 0 20025020020 0 3 0 0 200 20025 0 250250 15 0 300 300 250 150 25020 0 250300 2002002 0 0250 3 0 0200 250 30 0 2 0 0 25 0 25 0 2502501 5 0 1502 5 0 25020 0 200 200 250200 1 5 0 2 5 0 200 300 2002502502 5 0350 250 150 25 0 250 1 5 0 250250 150 2 5 0 250300 300300 15 0 250250 250300300300300 200300 250 200 150 1 5 0 15 0 2 5 0350200 200 200 200 25025 0 300200 250250300 250 200 150200 250 150350300 30 0 30 0 250 200300300300 300300 200 150 250 200 2 0 0 25030 0 150300150 30 0 300200 250 200250250 200250 200 200 150 2002 5 0 200 250 3003002002 5 0 300 30 0 300250 200 200 300 300250250 1502 0 0 250 250 25 0 250300JohnsonField £¤421 £¤421 £¤421 £¤401 £¤401421 £¤401 £¤401 £¤401 £¤421 £¤421 ¬«210 ¬«210 ¬«27 ¬«210 ¬«27 ¬«210 ¬«27210 S RIV E R R D SPENCE W AY LNOLD US H W Y 4 2 1 CHRIS T I A N L I G H T R D W NORTHINGTON STBARNES AVESPENCE RD S 8TH STRUTH CIR S 1ST STS 6TH STB L U E GRASS CTSHERIFF JOHNSON RD OLD BUIES CREEK RDKIPLING RD SAMUEL M CKOY LNLENNIE SMITH RDLENNIE SMITH RDLAFAYETTE RDCA ULTON BROWN RD D R Y CREEK RD HAR T MAN DR ADAMS RDMANGUM RD HAROLD DRJ O H N S O N F A R M R D ETHEL LN CHRISTIAN LIGHT RDS RIVER R D CHRISTI AN L I G H T R D H A R D E E R D D R HARVELL LN BRADLEY RD OLIVE BRANCH RDBAILEY W AY R DDOGWOOD LNRAY BYRD R D W DUNCAN ST BALLARD RD SADDLE LNPINE STATE ST BRUCE JOHNSON RD TRIPP RD T YLERSTONE DR OLD COATS RDADAMS RD ROSS RD GARDNER RD C T THOMAS LNCOTTON RDTIRZAH DRCATTLE LNOLD US HWY 421WO M B L E D R SHAWTOWN RDW KILLIG R E Y S T E MCNEILL ST VICTORIA HILLS D R S NEI LL S CREEK RDMATTHEWS MILL POND RDC L E A R FIELD DR CO T T O N R D FULLER DR R I D G E R U N S RIV E R R D MCKINNEY PKWYMATTHEWS RDLINCOLN MCKAY DR C W M A T T H E W S R D WALT JOHNSON RDWILDLIFE RDNATHAN MATTHEWS RDKINNIS CREEK DRMAMIE UPCHURCH RDTYSINGER RDSMITH DRJACKSON RDMANOR HIL L S RDKIPLING RD OAK STPINE ST E S 13TH STGWENDOLYN WAY ALLEN DR STOCKYARD RD WASHINGTON ST NEILLS CREEK RDJAMES NORRIS RD S CROSS STRODEO LN CEDAR CHASE LNW I L BURN RD W MCNEIL S T W IVY ST CONNOR DR S 2ND STH A RNETT CENTRAL RD MC D O U G A L D R D JIM CHRISTIAN RDDEER TAIL LN RIVERSIDE HILLS DRN 13TH STHARNETT CENTRAL RDCHALYBEATE RD E FRONT S T E DUNCA N S T CHESLEY LN SCUPPERNONG LNWHEELER DR HAZELNUTS LNOLD BUIES CREEK RDGARDNE R R D S MAI N S T W C O R N E L I U S H A R N E T T B L V D E CORNELIUS HARNETT BLVDN MAIN STW FRONT S T Duncans C r Indian BrW Buies Cr Dry CrW Buies CrYo u n g s Br Poo r h o u s e C r W Bui e s C r R iv e r H ector Cr Neills CrNeills CrNeills CrCoopers B r Dr y Cr Coopers Br C a pe F e a rBuies CrHector CrIndian BrBuies CrBuies Cre e k Cape Fear River Cape Fear R iv e r Cape Fear River OliveBranchCem GreenCem JohnsonCem HarnettMemorialCem JohnsonCem WestviewMemorialGardens SmithCem Lillington Angier Kipling CapeFear Shawtown 600 30" 39 29 000m 52' 000 00 47' 47' 7 78° 39 39 39 FEET 22' 35° 78° 18 21 23 24 25 28 39 040 FEET 94 696 6 97 697 98 00 30" 7 000 704 39 20 39 26 30 000 35° 39 22' 39 78° 52' 30" 95 6 6 99 7 02 070 19 23 3925 29 30" 17 39 2039 27 N 50' 6 30" 01 03 FEET 18 21 28 39 39 35°30' 000 30" 93 2 6 PV 7 PV 7 7 78° 45' 22 000m 27' 30 39 19 FEET 22 39 30" 6 000m 95 50' 98 QV QV 01 7 02 2 000m 39 39 39 27 39 25' 30' 39 39 39 39 39 E 6 96 6 6 45' 27' N 6 99 E 35° 2439 630 25' 30" NORTH CAROLINA QUADRANGLE LOCATION LILLINGTON QUADRANGLENORTH CAROLINA-HARNETT CO.7.5-MINUTE SERIES LILLINGTON, NC 2016 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WD Secondary Hwy Local Road Interstate Route State RouteUS RouteWX./H LILLINGTON, NC 2016 ROAD CLASSIFICATION Check with local Forest Service unitfor current travel conditions and restrictions. FS Primary Route FS High Clearance RouteFS PassengerRouteª«▬Interstate Route State RouteUS RouteWX./H Expressway Local Connector Ramp 4WD Secondary Hwy Local Road U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY 1 Cokesbury 8 Erwin 2 Fuquay-Varina3 Angier4 Mamers5 Coats6 Anderson Creek7 Bunnlevel ADJOINING QUADRANGLES 1 2 3 4 5 6 7 8 This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.19 CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET Imagery.............................................NAIP, October 2014Roads................................ U.S. Census Bureau, 2015 - 2016Names..........................................................GNIS, 2016Hydrography....................National Hydrography Dataset, 2014Contours............................National Elevation Dataset, 2008Boundaries............Multiple sources; see metadata file 1972 - 2016 Wetlands.........FWS National Wetlands Inventory 1977 - 2014 North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S Produced by the United States Geological Survey 10 000-foot ticks: North Carolina Coordinate System of 1983 This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S Produced by the United States Geological Survey 10 000-foot ticks: North Carolina Coordinate System of 1983 This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. Imagery<IMG_LEADER><IMG_CITATION>Roads<TRANS_LEADER> U.S. Census Bureau, 2015 - 2016Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 - 2016Names...............................................................GNIS, 2016Hydrography<HYDRO_LEADER>National Hydrography Dataset, <HYDRO_DATE>Contours<HYPSO_LEADER><HYPSO_CITATION>Boundaries............Multiple sources; see metadata file 1972 - 2016<OPTIONAL_CITATIONS>Wetlands.........FWS National Wetlands Inventory 1977 - 2014 U.S. National Grid 100,000-m Square ID Grid Zone Designation PV QV 7 00 17S ^ ØMN GN UTM GRID AND 2016 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET 1° 16´23 MILS 9° 0´160 MILS *7643016378929*NSN.7643016378929NGA REF NO.USGSX24K25684 Soil Map—Harnett County, North Carolina Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/14/2018 Page 1 of 33926700392672039267403926760392678039268003926820392672039267403926760392678039268003926820700910700930700950700970700990701010701030701050701070701090 700910 700930 700950 700970 700990 701010 701030 701050 701070 701090 35° 27' 52'' N 78° 47' 9'' W35° 27' 52'' N78° 47' 1'' W35° 27' 48'' N 78° 47' 9'' W35° 27' 48'' N 78° 47' 1'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 40 80 160 240 Feet 0 10 20 40 60 Meters Map Scale: 1:867 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Harnett County, North Carolina Survey Area Data: Version 14, Sep 26, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 15, 2015—Dec 9, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Harnett County, North Carolina Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/14/2018 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DoA Dothan loamy sand, 0 to 2 percent slopes 1.9 79.9% DoB Dothan loamy sand, 2 to 6 percent slopes 0.5 20.1% Totals for Area of Interest 2.4 100.0% Soil Map—Harnett County, North Carolina Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/14/2018 Page 3 of 3 United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Harnett County, North CarolinaNatural Resources Conservation Service August 14, 2018 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 Harnett County, North Carolina.......................................................................13 DoA—Dothan loamy sand, 0 to 2 percent slopes.......................................13 DoB—Dothan loamy sand, 2 to 6 percent slopes.......................................14 References............................................................................................................17 Glossary................................................................................................................19 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource Report Soil Map 3926700392672039267403926760392678039268003926820392672039267403926760392678039268003926820700910 700930 700950 700970 700990 701010 701030 701050 701070 701090 700910 700930 700950 700970 700990 701010 701030 701050 701070 701090 35° 27' 52'' N 78° 47' 9'' W35° 27' 52'' N78° 47' 1'' W35° 27' 48'' N 78° 47' 9'' W35° 27' 48'' N 78° 47' 1'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 40 80 160 240 Feet 0 10 20 40 60 Meters Map Scale: 1:867 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Harnett County, North Carolina Survey Area Data: Version 14, Sep 26, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 15, 2015—Dec 9, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DoA Dothan loamy sand, 0 to 2 percent slopes 1.9 79.9% DoB Dothan loamy sand, 2 to 6 percent slopes 0.5 20.1% Totals for Area of Interest 2.4 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, Custom Soil Resource Report 11 onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 Harnett County, North Carolina DoA—Dothan loamy sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2wb8x Elevation: 50 to 660 feet Mean annual precipitation: 40 to 69 inches Mean annual air temperature: 55 to 70 degrees F Frost-free period: 190 to 310 days Farmland classification: All areas are prime farmland Map Unit Composition Dothan and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Dothan Setting Landform: Interfluves Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Parent material: Loamy marine deposits Typical profile Ap - 0 to 7 inches: loamy sand E - 7 to 13 inches: loamy sand Bt - 13 to 40 inches: sandy clay loam Btv - 40 to 79 inches: sandy clay loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: About 36 to 59 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 1 Hydrologic Soil Group: B Forage suitability group: Loamy and clayey soils on rises and knolls of mesic uplands (G133AA321FL) Hydric soil rating: No Custom Soil Resource Report 13 Minor Components Norfolk Percent of map unit: 7 percent Landform: Interfluves Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Fuquay Percent of map unit: 4 percent Landform: Interfluves Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Goldsboro Percent of map unit: 4 percent Landform: Interfluves Landform position (two-dimensional): Backslope Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No DoB—Dothan loamy sand, 2 to 6 percent slopes Map Unit Setting National map unit symbol: 2wb94 Elevation: 50 to 660 feet Mean annual precipitation: 40 to 69 inches Mean annual air temperature: 55 to 70 degrees F Frost-free period: 190 to 310 days Farmland classification: All areas are prime farmland Map Unit Composition Dothan and similar soils: 82 percent Minor components: 18 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Dothan Setting Landform: Interfluves Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Interfluve Custom Soil Resource Report 14 Down-slope shape: Convex Across-slope shape: Linear Parent material: Loamy marine deposits Typical profile Ap - 0 to 7 inches: loamy sand E - 7 to 13 inches: loamy sand Bt - 13 to 40 inches: sandy clay loam Btv - 40 to 79 inches: sandy clay loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: About 36 to 59 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: B Forage suitability group: Loamy and clayey soils on rises and knolls of mesic uplands (G133AA321FL) Hydric soil rating: No Minor Components Norfolk Percent of map unit: 8 percent Landform: Interfluves Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Fuquay Percent of map unit: 5 percent Landform: Interfluves Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across-slope shape: Linear Hydric soil rating: No Orangeburg Percent of map unit: 5 percent Landform: Marine terraces Landform position (two-dimensional): Backslope, shoulder, summit Landform position (three-dimensional): Side slope Down-slope shape: Linear Custom Soil Resource Report 15 Across-slope shape: Linear, convex Hydric soil rating: No Custom Soil Resource Report 16 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 17 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 18 1 of 2 9/25/2018 Channel Type/Name:Swale 1 User Input Data Project: Neills Creek Tennis Courts Calculated Value Location: Angier, Harnett County, NC Reference Data Designed By:Bentley Ruggles Date:9/18/2018 Checked By:Date: Objective: Design permenent channel to convey flow generated from the 10-year storm event in a non erosive manner. Ensure channel does not over top in the 100-year storm event. References: (1) North Carolina Erosion and Sediment Control Planning and Design Manual (2) Elements of Urban Stormwater Design, H.R. Malcom. Procedure: Channels will be designed to carry flow generated by the 10-Year storm event using maximum slope. Channels will be checked to ensure no overtopping using the 50-year storm event and minimum slope. Calculations: Rational Method:Q = C * I * A Where Q = Flow (cfs) C = Runoff Coefficient Calculate 'Weighted C' using Site Specific Data and Reference 2 I = Rainfall Intensity (in/hr) A = Drainage Area (ac)NOAA Precipitation Intensity Data Source C = 0.2 I 5 = 7.72 Use min. allowed tc = 5 min Drainage area (A) (ac) = 0.82 Q (cfs) = 1.27 Length (L) (ft) = 100 Check channel for adequate depth and for need for armoring Channel cross section Assume 2.5 ft/s as maximum allowable velocity for bare earth and 4.5 ft/s as maximum allowable velocity for grass lined Design channel lining using tractive force procedure Q (cfs) = 1.27 Smax (ft/ft) = 0.010 B (ft) = 0 M(ft) = 3 Calculate normal depth and velocity with bare earth as lining From Ref. 2, n = 0.020 Flow (cfs) = 1.27 normal depth (ft) = 0.50 velocity (ft/s) = 1.69 Calculate normal depth and velocity with jute matting From Ref. 2, n = 0.022 Flow (cfs) = 1.27 normal depth (ft) = 0.43 velocity (ft/s) = 2.28 From Ref. 2, n = 0.030 Flow (cfs) = 1.27 normal depth (ft) = 0.48 velocity (ft/s) = 1.83 Channel/Swale Sizing Calculation Use procedures outlined in the above references. Rational Method will be used to calculate flows. Normal depth will be calculated using Mannings Equation. Water velocity will be calculated using the principle of continuity (Q = VA) Find site specific Intensity for 10-year event from Calculations will be done using Manning's Equation to find normal depth and Continuity (Q=V*A) to find velocity. Calculate normal depth and velocity with grass as lining 2 of 2 9/25/2018 Channel Type/Name:Swale 1 User Input Data Project: Neills Creek Tennis Courts Calculated Value Location: Angier, Harnett County, NC Reference Data Channel/Swale Sizing Calculation Check channel for adequate depth for the 50-year storm event C = 0.2 I 50 = 9.2 Use min. allowed tc = 5 min Drainage area (A) (ac) = 0.82 Q (cfs) = 1.51 Smin (ft/ft) = 0.010 Calculate normal depth and velocity with grass lining From Ref. 2, n = 0.030 Flow (cfs) = 1.51 normal depth (ft) = 0.51 velocity (ft/s) = 1.93 T = yds y =62.4 d = 0.50 s = 0.010 T = 0.312 Maximum permissible shear stress for: Null 1.50 Calculate shear stress Since the normal depth is at one foot, the channel will contain the flow. 1 of 2 9/25/2018 Channel Type/Name:Swale 2 User Input Data Project: Neills Creek Tennis Courts Calculated Value Location: Angier, Harnett County, NC Reference Data Designed By:Bentley Ruggles Date:9/18/2018 Checked By:Date: Objective: Design permenent channel to convey flow generated from the 10-year storm event in a non erosive manner. Ensure channel does not over top in the 100-year storm event. References: (1) North Carolina Erosion and Sediment Control Planning and Design Manual (2) Elements of Urban Stormwater Design, H.R. Malcom. Procedure: Channels will be designed to carry flow generated by the 10-Year storm event using maximum slope. Channels will be checked to ensure no overtopping using the 50-year storm event and minimum slope. Calculations: Rational Method:Q = C * I * A Where Q = Flow (cfs) C = Runoff Coefficient Calculate 'Weighted C' using Site Specific Data and Reference 2 I = Rainfall Intensity (in/hr) A = Drainage Area (ac)NOAA Precipitation Intensity Data Source C = 0.2 I 5 = 7.72 Use min. allowed tc = 5 min Drainage area (A) (ac) = 0.49 Q (cfs) = 0.76 Length (L) (ft) = 100 Check channel for adequate depth and for need for armoring Channel cross section Assume 2.5 ft/s as maximum allowable velocity for bare earth and 4.5 ft/s as maximum allowable velocity for grass lined Design channel lining using tractive force procedure Q (cfs) = 0.76 Smax (ft/ft) = 0.010 B (ft) = 0 M(ft) = 3 Calculate normal depth and velocity with bare earth as lining From Ref. 2, n = 0.020 Flow (cfs) = 0.76 normal depth (ft) = 0.35 velocity (ft/s) = 2.06 Calculate normal depth and velocity with jute matting From Ref. 2, n = 0.022 Flow (cfs) = 0.76 normal depth (ft) = 0.50 velocity (ft/s) = 1.01 From Ref. 2, n = 0.030 Flow (cfs) = 0.76 normal depth (ft) = 1.00 velocity (ft/s) = 0.25 Channel/Swale Sizing Calculation Use procedures outlined in the above references. Rational Method will be used to calculate flows. Normal depth will be calculated using Mannings Equation. Water velocity will be calculated using the principle of continuity (Q = VA) Find site specific Intensity for 10-year event from Calculations will be done using Manning's Equation to find normal depth and Continuity (Q=V*A) to find velocity. Calculate normal depth and velocity with grass as lining 2 of 2 9/25/2018 Channel Type/Name:Swale 2 User Input Data Project: Neills Creek Tennis Courts Calculated Value Location: Angier, Harnett County, NC Reference Data Channel/Swale Sizing Calculation Check channel for adequate depth for the 50-year storm event C = 0.2 I 50 = 9.2 Use min. allowed tc = 5 min Drainage area (A) (ac) = 0.49 Q (cfs) = 0.90 Smin (ft/ft) = 0.010 Calculate normal depth and velocity with grass lining From Ref. 2, n = 0.030 Flow (cfs) = 0.90 normal depth (ft) = 0.50 velocity (ft/s) = 1.20 T = yds y =62.4 d = 0.50 s = 0.010 T = 0.312 Maximum permissible shear stress for: Null 1.50 Calculate shear stress Since the normal depth is at one foot, the channel will contain the flow. Neill's Creek Tennis Courts Impervious Area Calculations Parcel Area 1 616,810 SF (14.16 AC) Parcel Area 2 1,009,721 SF (23.18 AC) Parcel Area 3 1,498,900 SF (34.41 AC) Total Parcel Areas 3,125,430 SF (71.75 AC) Ex. Impervious Area Parcel Area 1 139,739 SF Buildings 44,817 SF Sidewalks 12,784 SF Drives 82,138 SF Parcel Area 2 39,674 SF Buildings 22,247 SF Sidewalks - SF Drives 17,427 SF Parcel Area 2 381,338 SF Buildings 206,728 SF Sidewalks 19,489 SF Drives 155,121 SF Total Ex. Impervious 560,751 SF 12.87 AC Proposed Impervious Area 34,951 SF 0.80 AC Tennis Courts (Asphalt)33,957 SF 0.78 AC Sidewalk (Concrete)464 SF 0.01 AC ADA Parking Space (Concrete Curb and Gutter, Asphalt Paving)530 SF 0.01 AC Total Proposed % Impervious (Total Proposed Impervious Area/ Total Project Area)1.1% Existing Impervious Area 560,751 SF 12.87 AC Proposed Ultimate Impervious Area (Proposed + Future Imp.)595,702 SF 13.68 AC Total Proposed Ultimate % Impervious (Total Proposed + Existing Impervious Area/ Total Project Area)19.1% DRAINAGE AREA 1 (Low-Density)