20080408 Ver 1_Application_20080306

Aws
J. Bayne Short
Consultant
5123 Wright Road
Littleton, NC 27850

February 29, 2008
08 0408
r uali ®L~ -~` ~~ D
N.C. Division of Wate Q ty
401 Wetlands Unit MAR ~ 100
1650 Mail Service Center
Raleigh, NC 27699-1650 ~~pS ND STOS~~~~~ ~~'~
Dear Sir:
Enclosed is the preconstruction notification form for Ballantrae Farms
Subdivision (Applicant: Touchstone Development LLC) in Roanoke
Rapids, NC.
Also enclosed is a check in the amount of $200.00 for written approval
for the project impact area of 0.25 acre of wetland.
If you should need any further information, please contact me at
252-586-4208 or 252-532-5541.
Si ere ,
f ~ ~ ~ ~ ~~
J. Wayne hort
cc: Bruce Pitts

Office Use Only: Form Version March OS
DWQNa 08 0~0R
USACE Action ID No.
__ _1_1_11 _._/II.T/A II\
(If any particular item is not appllcabte to tms project, please c,itci ,~~< <-+YNlt~a~l~ ~i ~~/~ •~
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check he p • ~ ~~~
II. A licant Information D
PP MAR 6 2008
1. Owner/Applicant Information DENR-WArtFhQUAUTI'
Name: Touchstone Development LLC WETt./wDSANDSTORMWA7FRr~aqu~
Mailing Address: C/O Revere Development Company
4905 Del Ray Avenue Suite 302
Bethesda. MD 20814
Telephone Number: 301-928-001.4 Fax Number: 301-216-2191
E-mail Address: bpitts(cr~reveredevelo~ment com ___
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: J Wayne Short -Agent/Consultant
Company Affiliation: AWS
Mailing Address: 5123 Wright Road
Littleton NC 27850
Telephone Number: 252-586-4208 Fax Number: 252-586-4208
E-mail Address: j wayne short~a hotmail com
Updated ll/1/2005
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and MRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept. paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential s fi al vers~on ~s illegiblle, the applicant will be infopmed that
reduced to a small scale such that the
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Ballantrae Farms Subdivision
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0901560
4. Location
County: Halifax Nearest Town: Roanoke Rapids
Subdivision name (include phase/lot number): Ballantrae Farms
Directions to site (include road numbers/names, landmarks, etc.):
Northwest corner of Cit ~ of Roanoke Ra ids ad~acent to Roanoke Ra ids Lake SR 1523
Western Drive and Riverside Trail 5R1538
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
~~ °N 36 28'21" °W
Decimal Degrees (6 digits minimum}: 77 41 45
6. Property size (acres): 82.895
7. Name of nearest receiving body of water: Roanoke Ra ids Lake
8. River Basin: Roanoke River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mapsl.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
_. ,~~~ __ :~ ~ ..,,.,i~,,.~ any .un~rlland adiacent to residential subdivisions on the
north east and south
upaa~ea ivv2oos Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
The ro~ect will be a residential subdivision
11. Explain the purpose of the proposed work:
To rovide residential housin
IV. Prior Project History
If jurisdictional determinations and/or permits have been requestped ~Idease ebt lain. Includle
project (including all prior phases of the same subdivision) in the ast, p p
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies a f roved we landu st eam and
certifications or other useful information. Describe previously pp
buffer impacts, along with associated mitigation mentseof pheasame T I.P. iprojectDOalongowith
list and describe permits issued for prior seg
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United 5tates/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
SEE ATTACHED SHEET
vpadiea lini2oos page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc.
se aratel list im acts due to both structure and floodin Located within Distance to
Wetland Impact Type of Wetland 100-year Nearest
Site Number Type of Impact (e.g., forested, marsh. Floodplain Stream
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet;
Forested No 50
Phase I Clearing/grading
Forested No 300
Future Phase Clearing/grading
limited to
For dams,
Area of
Impact
(acres)
0.05
0.20
Total Wetland Impact (acres) 10.25
;. List the total acreage (estimated) of all existing wetlands on the property: 0.903
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea e, multi 1 len h X wiAt eragen dividi Pa 43,560. ea of
Stream Impact Perennial or Stream Width Length Impact
Number Stream Name Type of Impact Intermittent?
Before Impact (linear feet) (acres)
ndicate on map) 0
N/A I
Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S, ina0e bulkhead metc.ts include, but are not limited to
fill, excavation, dyed m ,flooding, dra ~ Type of Waterbody Area of
Open Water Impact Name of Waterbody Tvpe of Impact (lake, pond, estuary, sound bay; Impact
Site Number (~ applicable) ocean, etc.) (acres)
(indicate on map) 0
N/A
Total Open Water Impact (acres)
uPadtza iiivLoos Page 8 of 12

6. List the cumulative im act to all Waters of the U. S. resultin from t0.001
Stream Impact (acres):
Wetland Impact (acres): 0.25
Open Water Impact (acres): 0.00
Total Impact to Waters of the U. S. (acres) 0.25
Total Stream Impact (linear feet): 0.00
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dan,/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond: Ex ected and surface area:
Size of watershed draining to pond: p p
VII.. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
SEE ATTACHED SHEET
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
upaacea nni2oos Page I of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability o Sapp r~o a aracticableaincludee
mitigation as proposed. Examples of mitigation that may be approp p
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by cre ~ ngherdestoring, enhancing, or preserving similar
functions and values, preferable m the same wa
If mitigation is required for this project, a copy of the mitigation plan must be attached location
for USACE or DWQ to consider the application complete for processing. Any app
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much informatian as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
SEE ATTACHED SHEET
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http~l/~hwvw nceeU net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.25 ac.
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1!2005 page 10 Of 12

~. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (feNroal®ate/local) funds or the use of
public (federal/state) land? Yes ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carp1~SEPAt do ument PolrequAed,~ea Pthe SEP)A
Note: If you are not sure whether a NE
coordinator at [phone] to review current thresholds for environmental documentation.
Ves ^ No
3. If yes, has the document review been finali~edabl ~ e SYeS Cl^earingh Nose~If so, please
attach a copy of the NEPA or SEPA final app
~. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Vl'ill the project impact protected riparilico ulfSA NCAC 02B 0243 (Catawba) 15A NCAC
(Meuse), 15A NCAC ZB .0259 (Tar-Pam ),
2B .0250 (Randleman Rules and Water SupplyNBou®r Requirements), or other (please
identify }. Yes ^
2. If ``yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi Tiers. Required
Impact Multiplier
Zone* (Square feet) Mitigation
I 3 (2 for Catawba)
2 1.5
Total ~ I '
* Zone 1 exrtends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 ea~tends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 1 SA NCAC ZB .0242 or .0244, or .0260.
t~paatza i vti2oos Page I 1 of 12

XI. 5tormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to pu face s exceeds a 20%an please prow den cal ulat ons
the property- If percent impervious
demonstrating total proposed impervious level.
All NC Sediment and Erosion Control as well as storm-water laws will be met on this
XR. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available~a p Paty„o tt~f allbsewa~ae from this
subdivision
XIlI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XN. Cumulative Impacts (required by DWQ}
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htt ://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This site is on a rid e with subdivisions ahead on all the land below
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~c~sl~
~~
ate
Applicant/Agent's Signature
(A ' nt's signature is valid only if an authorization letter from the applicant is provided.)
upadteaiiii!zoos page 12 of 12

ATTACHMENT
VI. Proposed Impacts to waters of the United States/Waters of the State
The Phase I area impacted will be 0.05 acres for a sewer pumping station.
The Future Phase area impacted will be 0.20 acre for filling and grading for
residential lots. The combined total wetland area impacted for the entire
subdivision will be 0.25 acre.
The entrance road to the subdivision was shifted south to minimize the
wetland impacted in Phase I by the pumping station adjacent to the entrance
street.
The street and lots in the Future Phase were redesigned to curve around
the majority of the wetland instead of going through the entire area.
The total wetland area that would have originally been impacted was 0.62
acre. Using all efforts possible to reduce and minimize the wetland impacted
resulted in a 60% reduction. Wetland impacted was reduced from 0.62 down to
0.25 acre.
VII. impact Justification (Avoidance and Minimization)
All construction will meet both State Storm-water and Sedimentation and Erosion
Control laws and regulations. Wetland impacts will only be in the upper areas of
the wetlands. The subdivision lots, roads, and pumping station were designed to
reduce and minimize wetland areas impacted while maximizing the area of
wetland protected. Phase I w acts werec hanged fromtgo~i0ng through the 5 acre.
The Future Phase wetland imp
wetland to being designed around it. This reduced the impacts from 0.468 acres
to 0.20 acre on the Future Phase.
Wetland impacts were reduced from an original impacted area of 0.62
acre down to 0.25 acre. At least 2 lots were forfeited.
Total wetland avoidance and minimization on both phases resulted in a
reduction of wetland impacted of 60%.
VIII. Mitigation
Proposed mitigation is a con~etheti°i acted areas an d a 25'vbu'ffer along eachf
the wetland on the tract belo p
side of the stream leaving the wetland located on Phase I, the Future Phase has
no stream. The buffer will run the entire length of the stream (both sides) for
approximately 500' until leavinglthactedparea, along with thet25' buffers adjacennt
Future Phase), other than the p
to each side of the stream will be 1.6 acres. The 1.6 acres will be a common
greenway area for the entire subdivision and will be held as a conservation
easement by the subdivision homeowners association. A lawyer will prepare a
conservation easement protecting and preserving the existing forested wetlands
and forested riparian buffer gre o sand conservationleasementlwill be prepared
in perpetuity. The legal restncti
and presented to the USACE representative by July 30, 2009.

Wetland Mitigation Plan
For
Ball antrae Farms
All wetland on the entire Ballantrae tract amounts to 0.903 acres.
The area impacted by Phase I (0.05 ac.) and Future Phase (0.20 ac.) amounts
to a total of 0.25 acre. The entire wetland area on the tract, minus the
impacted area, will be dedicated as a common greenway protected by a
conservation easement. The entire 500' length of the flowing stream (located
on Phase I) will be dedicated with a 50' buffe~• (25' adjacent to each side of
the stream) as a common greenway also. Other than the 0.25 acre wetla
impacted areas, this will protect all the wetlands and flowing streams on the
entire tract.
This will amount to a common greenway of approximately 1.6 acres.
The conservation easement will be held by the Subdivision Homeowners
Association. The common greenway will be preserved in its existing natural
hardwood forested wetland and forested riparian buffer condition in
perpetuity.

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12evere Development Co.
4905 Del Ray eve.
Suite 302
Bethesda, MD 20814
301-928-0014
November 2, 2007
Mr. Thomas Brown
Regulatory Specialist
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd.
Suite 120
Raleigh, NC 27615
Dear Mr. Brown:
I have hired J. Wayne Short, Soil and Water Conservation Consultant, to be
my representative and complete my Wetland Delineations on Ballantrae
Farms Subdivision in Roanoke Rapids, North Carolina.
Please contact Mr. Short concerning the completion of this project as noted
below:
Home 252-586-4208
Cell 252-308-2657
Address 5123 Wright Rd. -Littleton, NC 27850
Sincerely,
~!"
Bruce Pitts

Vicinity Map
Roanoke Rapids Lake

Thelma Road
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TOUCHSTONE DEVELOPMENT, LLC.
D.B. 2220, PG. 445
TRACT "A"
P.C. 6, SL 167 M&N
82.895 ACRES
TCUCHSTONE DEVELOPMENT, LLC.
D.B. 2220, PG. 450 ~ WETLAND AREA 2
TRACT "B" 0.435 Acres ~ `
P.C. 6, SL. 167 M&N +~ ~ ~'
4.377 ACRES ~/~, F'"=
WETLAND AREA 1
0.468 Acres
cTa~
N 87'47`27' W
g23Q,58
R~ ~' ,.
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WETLAND AREA 1
CLOCKWISE FROM TIE POINT
NUMBER DIRECTION DISTANCE
L1 N 74°14'57" W 118,49
L2 N 59°58`52" W 59.79
L3 N 65°55'57" W 69,93
L4 S 13°21'02" W 129,50
L5 S 47°33'00° E 117,.50
L6 S 5z°34'31° E 91,78
L7 S 26°14'11" E 90,88
WETLAND AREA 2
CLOCKWISE FROM TfE POINT
NUMBER DIRECTIQN DISTANCE
L8 S 41°17'20" E 4572
L9 S 41°08'14' W 16,72
L10 S 11°43'35" W 21,6?
L11 S 40°56'03° W 27,10
L12 S 12°19`18' E 54,89
L13 S 07°56'38° W 58,76
L14 S 20°47'26" E 94,45
L15 S 41°86`34" W 70,64
L16 N 73°55'28" W 7115
L17 N 13°56`02' E 48,83
L18 N 1z°45'00" E 56,79
L19 N 18°04'28" W 44,11
LZO N 51°34'08" E 48,81
L21 N 09°12'46" E 109,83
L22 N 11°05'14' E 22,84
L23 N 28°47'35" E 24,37
THIS EXISTING IRON ROD CICCUPIED WITH DUAL
FREQUENCY GLOBAL POSITION RECEIVER ON
JULY l4, 2007, DATA SENT TO NATIONAL
GEODETIC SURVEY ONLINE POSITIONING
SERVICE COPUS), THE FOLLOWING DATA WAS
RETURNED,
STATE PLANE COORDDJATES - NAD 83
N = 992,796.61
E = 2,383,857.36
CONVERGENCE C-EGREES) 0,75340916
COMBINED FACTORS 1,00009492
ELEVA17ON~ 19B,09f0,11 GEOID03 NAVD88
400 0 400
Scalel 1" = 400'
800 1200
153e `-~
1525
nT r
,~~T~
1523
1526
i
1426
~ t493 ' 1501
_.... _ I
LOCUS (NCT TO SCALE } ~
This certifres that tHs copy of this fat a¢urately c~pkts t11e
hoieda-y of the jur~d~tion if Section 4Q4 of the aeon Pater hct as
deternned by the u~ersigrrled ~ ~ date, Mess tyre ~ a change
n the lar ar air published reg~atials, ttus deterr~tion of Section
404 junsn ray be re0ed upon far a period not to ezteed eve
years iron the date. ills deterninat~n was nab uh1'¢ng the 19B)
Corps of Erur~neers Wetlands -el~eafian Hnru~l,
Regulatory ~ffictat
Title
Date
USACE Action ID
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delineation Survey
TOUCHSTONE DEVELOPMENT, LLC
Township:ROanOke RaPItlS County: f'failfaX Stale: N.C.
Scale: 1" = 400' Cate: January 14, 2008
Tox tap N0.
Jonathan C. ~Yaters
Professional Land Surveyor Po«EiNO.
09015fi0
P.O. Box 2109 PHONE/FAX: Qrawinr, N0.
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Soil Map-Halifax County, North Carolina
(Ballantrae Farms)
N Meters
Feet
0 ,',00 600 7,200 1,600
~~~~~`~ Natural Resources Web Soil Survey 2.0
~~ Conservation Service National Cooperative Sofl Survey
2/13/20D8
Page 1 of 3

Soil Map-Halifax Cour><y, North Carolina
Map Unit Legend
Ballantrae Farms
Halifax County, North Carolina (NC083)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BaA Bethera loam, 0 to 1 percent 1.7 1.9°~
slopes
EmA Emporia fine sandy loam, 0 to 2 0.8 0.9%
percent slopes
EmB Emporia fine sandy loam, 2 to 6 11.3 12.3°~
percent slopes
LyA Lynchburg fine sandy loam, 0 to 3.1 3.4%
2 percent slopes
TbE Tatum silt loam, 10 to 25 38.9 42.3%
percent slopes
TuB Turbeville fine sandy loam, 2 to 36.1 39.2°.6
6 percent slopes
Totals for Area of Interest (AOI) 91.9 .100.0%
USDA Natural Resources Web Soil Survey 2.0 2113/2008
~ Conservation Service National Cooperative Soil Survey Page 3 of 3

Custom Soil Resource Report
Halifax County, North Carolina
BaA-Bethera loam, 0 to 1 percent slopes
Map Unit Setting
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 280 days
Map Unit Composition
Bethera, drained, and similar soils: 80 percent
Bethera, undrained, and similar soils: 10 percent
Description of Bethera, Drained
Setting
Landform: Depressions, flats
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Clayey alluvium and/or clayey marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to
moderately high (0.00 to 0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 3w
Typical profile
0 to 4 inches: Loam
4 to 7 inches: Loam
7 to 68 inches: Clay
68 to 94 inches: Clay
Description of Bethera, Undrained
Setting
Landform: Flats, depressions - -
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Clayey alluvium and/or clayey marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to
moderately high (0.00 to 0.57 in/hr)

Custom Soil Resource Report
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 6w
Typical profile
D to 4 inches: Loam
4 to 7 inches: Loam
7 to 68 inches: Clay
68 to 94 inches: Clay
EmA-Emporia fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Emporia and similar soils: 90 percent
Description of Emporia
Setting
Landform: Broad interstream divides on marine terraces, ridges on
marine terraces
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately
low to moderately high (0.06 to 0.57 in/hr)
Depth to water table: About 36 to 54 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 8.1 inches)
Interpretive groups
Land capability (nonirrigated): 1
Typical profile
0 to 10 inches: Fine sandy loam
10 to 17 inches: Fine sandy loam
17 to 43 inches: Sandy clay loam
43 to 58 inches: Clay loam
58 to 80 inches: Clay loam
10

Custom Soil Resource Report
EmB-Emporia fine sandy loam, 2 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Emporia and similar soils: 88 percent
Description of Emporia
Setting
Landform: Broad interstream divides on marine terraces, ridges on
marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately
low to moderately high (0.06 to 0.57 in/hr)
Depth to water table: About 36 to 54 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 8.1 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 10 inches: Fine sandy loam
10 to 17 inches: Fine sandy loam
17 to 43 inches: Sandy clay loam
43 to 58 inches: Clay loam
58 to 80 inches: Clay loam
LyA-Lynchburg fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Lynchburg and similar soils: 85 percent
Minor components: 7 percent
11

Custom Soil Resource Report
Description of Lynchburg
Setting
Landform: Flats on marine terraces, broad interstream divides on
marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most Limiting layer to transmit water (Ksat): Moderately
high to high (0.20 to 1.98 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.3 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 6 inches: Sandy loam
6 to 10 inches: Sandy loam
10 to 65 inches: Sandy clay loam
65 to 80 inches: Clay
Minor Components
Rains, undrained
Percent of map unit: 2 percent
Landform: Flats on marine terraces, carolina bays on marine terraces,
broad interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Woodington, undrained
Percent of map unit: 2 percent
Landform: Flats on marine terraces, depressions on marine terraces,
broad interstream divides on marine terraces
Down-slope shape: Linear
Across-slope shape: Concave
Coxville, undrained
Percent of map unit: 2 percent
Landform: Depressions, carolina bays
Landform position (two-dimensional): Summit
Down-slope shape: Concave
Across-slope shape: Concave
Toisnot, undrained
Percent of map unit: 1 percent
12

Custom Soil Resource Report
Landform: Flats on marine terraces, broad interstream divides on
marine terraces, Carolina bays on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
TbE-Tatum silt loam, 10 to 25 percent slopes
Map Unit Setting
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost-free period: 200 to 240 days
Map Unit Composition
Tatum and similar soils: 90 percent
Description of Tatum
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across-slope shape: Convex
Parent material.' Residuum weathered from metavolcanics and/or
argillite
Properties and qualities
Slope: 10 to 25 percent
Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to
high (0.00 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.7 inches)
Interpretive groups
Land capability (nonirrigated): 4e
Typical profile
D to 8 inches: Silt loam
8 to 50 inches: Clay loam
50 to 80 inches: Weathered bedrock
TuB-Turbeville fine sandy loam, 2 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
13

Custom Soil Resource Report
Map Unit Composition
Turbeville and similar soils: 90 percent
Description of Turbeville
Setting
Landform: Ridges on stream terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Clayey fluviomarine deposits
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately
high to high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 8.7 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 9 inches: Fine sandy loam
9 to 72 inches: Sandy clay loam
72 to 86 inches: Clay
14