SW7110411_HISTORICAL FILE_20110418

NORTH CAROLINA
Department of Environmental Qua

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW ILI(9 G
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑. COMPLIANCE EVALUATION INSPECTION
DOC DATE
Lky:1
YYYYMMDD

Official Series Description - CRAVEN Series Page I of 5
LOCATION CRAVEN NC+AL GA SC VA
Established Series
RAG-ENH, Rev. MHC
05/2004
CRAVEN SERIES
MLRA(s): 133A, 153A
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
Depth Class: very deep
Drainage Class (Agricultural): moderately well drained
Internal Free Water Occurrence: moderately deep, common
Index Surface Runoff: negligible to very high
Permeability: slow
Landscape: Coastal Plain
Landform: Uplands
Hillslope Profile Position:
Geomorphic Component: flats
Parent Material: marine sediments
Slope: 0 to 12 percent
Elevation (type location): 20 to 100 feet
Mean Annual Air Temperature (type location): 63 degrees F.
Mean Annual Precipitation (type location): 54 inches
TAXONOMIC CLASS: Fine, mixed, subactive, thermic Aquic Hapludults
TYPICAL PEDON: Craven silt loam - cultivated. (Colors are for moist soil.)
Ap--O to 7 inches; grayish brown (I OYR 5/2) silt loam; weak medium granular structure; very friable;
common fine and medium roots; slightly acid; clear smooth boundary. (4 to 10 inches thick)
E--7 to 9 inches; light yellowish brown (1 OYR 6/4) silt loam; weak medium subangular blocky
structure; very friable; few fine and medium roots; very strongly acid; clear wavy boundary. (0 to 5
inches thick)
Btl--9 to 12 inches; brownish yellow (10YR 6/6) silty clay loam; moderate fine and medium subangular
blocky structure; firm; slightly sticky, slightly plastic; thin discontinuous clay films on faces of peds;
few fine and medium roots; common fine and medium pores; very strongly acid; clear wavy boundary.
Bt2--12 to 22 inches; brownish yellow (1 OYR 6/6) silty clay; common fine distinct yellowish red (5YR
5/8) mottles; moderate fine angular blocky structure; very firm, sticky, plastic; thin continuous clay
films on faces of peds; few fine roots; common fine pores; very strongly acid; clear wavy boundary.
Bt3--22 to 36 inches; brownish yellow (I OYR 6/6) silty clay; common fine and medium distinct gray
(1 OYR 6/1) and common fine distinct yellowish red (5YR 5/8) mottles; moderate fine and medium
angular blocky structure; very firm, sticky, plastic; thin continuous clay films on faces of peds; few fine
pores; very strongly acid; gradual wavy boundary.
https:Hsoilseries.se.egov.usda.gov/OSD_Docs/C/CRA V EN.htm1 4/18/2011

Official Series Description - CRAVEN Series Page 2 of 5
Bt4--36 to 46 inches; light yellowish brown (1 OYR 6/4) clay; many medium distinct gray (1 OYR 6/1),
common medium distinct reddish yellow (7.5YR 6/8), and common fine distinct red (2.5YR 4/8)
mottles; weak medium angular blocky structure; very firm, sticky, plastic; thin continuous clay films on
faces of peds; very strongly acid; gradual wavy boundary. (Combined thickness of Bt ranges from 24 to
50 inches.)
BC-46 to 54 inches; gray (10YR 6/1) clay; common medium faint pale brown (10YR 6/3), common
fine and medium distinct reddish yellow (7.5YR 6/8), and common fine prominent red (2.5YR 4/8)
mottles; weak medium platy structure; very firm, sticky, plastic; very strongly acid; clear wavy
boundary. (0 to 25 inches thick)
C1--54 to 70 inches; brownish yellow (1 OYR 6/6) sandy loam; common lenses and pockets of sandy
clay loam; common fine faint reddish yellow (7.5YR 6/8) and few fine and medium distinct light gray
(10YR 7/1) mottles; massive; very friable; very strongly acid; gradual wavy boundary.
C2--70 to 80 inches; brownish yellow (1 OYR 6/6) loamy sand; common fine and medium faint reddish
yellow (7.5YR 6/8) and few fine and medium distinct light gray (I OYR 7/1) mottles; massive; very
friable; very strongly acid.
TYPE LOCATION: Craven County, North Carolina; 4 miles northwest of Vanceboro on N.C. 43; 0.6
mile east on S.R. 1644; 30 feet west of road in cultivated field.
RANGE IN CHARACTERISTICS:
Depth to Bedrock: Greater than 60 inches
Depth to Seasonal High Water Table: 24 to 36 inches, December to April
Rock Fragment content: 0 to 3 percent, by volume, throughout
Soil Reaction: extremely acid to strongly acid, except where limed
RANGE OF INDIVIDUAL HORIZONS:
A or Ap horizon:
Color --hue of I OYR or 2.5Y, value of 3 to 6, and chroma of 1 to 3
Texture (fine -earth fraction)-- loam, silt loam, very fine sandy loam, or fine sandy loam. Eroded pedons
are clay loam, sandy clay loam or silty clay loam.
E horizon:
Color --hue of 1 OYR to 5Y, value of 5 to 7, and chroma of 2 to 4
Texture (fine -earth fraction)-- loam, silt loam, very fine sandy loam, or fine sandy loam.
BE or BA horizon (if it occurs):
Color --hue of I OYR or 2.5Y, value of 4 to 7, and chroma of 3 to 8
Texture (fine -earth fraction)-- loam, clay loam, silt clay loam, or sandy clay loam.
Bt horizon (upper part):
Color --hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 3 to 8
Texture (fine -earth fraction)-- clay loam, silty clay loam, silty clay, or clay
Other features-- average clay content of the Bt horizon is 35 to 55 percent and silt plus the very fine sand
content is more than 30 percent
Bt horizon (lower part):
https://soiIseries.sc.egov.usda.gov/OSD_Docs/C/CRAVEN.htm1 4/18/201 1

Official Series Description - CRAVEN Series
Page 3 of 5
Color --hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 3 to 8 with few to many mottles of chroma
2 or less or hue of 1 OYR or 2.5Y, value of 5 to 7, and chroma of I to 2 with iron masses in shades of red,
yellow, and brown
Texture (fine -earth fraction)-- clay loam, silty clay loam, silty clay, or clay
Other features-- average clay content of the Bt horizon is 35 to 55 percent and silt plus the very fine sand
content is more than 30 percent
BC or BCg horizon:
Color --hue of 1 OYR or 2.5Y, value of 5 to 7, and chroma of 1 or 2 with mottles in shades of red, yellow,
or brown. Some pedons have BC horizons with dominant chroma of 3 or more and many mottles of
chroma 2 or less
Texture (fine -earth fraction)-- silty clay loam, clay loam, silty clay, clay, sandy clay, or sandy clay loam
C horizon:
Color --hue of 1 OYR to 2.5Y, value of 5 to 7, and chroma of 1 to 6. Pedons with dominant chroma of 3
or more have many mottles of chroma 2 or less
Texture (fine -earth fraction)-- clay loam, loam, sandy clay loam, sandy loam, or loamy sand.
Redoximorphic features -- in shades of red, brown, and yellow are in most pedons
COMPETING SERIES:
Eulonia soilshas less than 30 percent silt in the PSCS
Maubila soilshave fragments of ironstone
Nevare soilshas a perched water table
GEOGRAPHIC SETTING:
Landscape: Coatal Plain
Landform: Upland
Geomorphic Component: Flat
Parent Material: Marine sediments
Elevation: 20 to 100 feet
Mean Annual Air Temperature: 59 to 67 degrees
Mean Annual Precipitation: 40 to 60 inches
Frost Free Period:
GEOGRAPHICALLY ASSOCIATED SOILS:
Bayboro soils-- have poorer drainage and are on lower landscape positions
Bladen soils-- have poorer drainage and are on lower landscape positions
Exum soils-- have less clay
Goldsboro soils-- have less clay
Grantham soils-- have poorer drainage and are on lower landscape positions
Leaf soils-- have poorer drainage and are on lower landscape positions
Lenoir soils-- have poorer drainage and are on lower landscape positions
Lynchburg soils-- have poorer drainage and are on lower landscape positions
Nahunta soils-- have poorer drainage and are on lower landscape positions
Norfolk soils-- have less clay and occur on higher, well drained landscape positions
Rains soils-- have poorer drainage and are on lower landscape positions
DRAINAGE AND PERMEABILITY:
Drainage class (Agricultural): moderately well drained
Index Surface Runoff: negligible to very high
Internal Free Water Occurrence: moderately deep, common
https:HsoiIseries.sc.egov.usda.gov/OSD_Docs/C/CRAVEN.htm1 4/ 18/2011

Official Series Description - CRAVEN Series
Page 4 of 5
Permeability: slow
USE AND VEGETATION:
Major Uses: crops and woodland
Dominant Vegetation: Where cultivated-- corn, soybeans, tobacco, cotton, small grain, peanuts, and
pasture. Where wooded-- loblolly pine (Pinus taeda), red maple (Acer rubrum), sweetgum (Liquidambar
styraciflua), water oak (Quercus nigra), southern red oak (Quercus falcata), yellow -poplar (Liriodendro
tulipifera), blackgum (Nyssa sylvatica), white oak (Quercus alba), post oak (Quercus stellata), American
holly (Ilex opaca), and other overstory species. Understory species include bitter gallberry (Ilex glabra),
sourwood (Oxydendrum arboreum), flowering dogwood (Cornus florida), wax myrtle (Myrica cerifera),
blueberry (Vaccinium spp.), grape (Vitus spp.), Carolina jessamine (Gelsemium sempervirens), large
gallberry (Ilex coriacea), honeysuckle (Lonicera spp.), and summersweet clethra (sweet pepperbush)
(clethra alnifolia)..
DISTRIBUTION AND EXTENT:
Distribution: Coastal Plain of North Carolina, South Carolina, Georgia, Virginia, and perhaps other
southern states
Extent: large
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Craven County, North Carolina, 1930.
REMARKS: Newseries soils were previously mapped as...
Diagnostic horizons and soil characteristics recognized in this pedon are:
Ochric epipedon--the zone from 0 to 9 inches (Ap & E horizon)
Argillic horizon --the zone from 9 to 46 inches (Bt horizons)
Aquic conditions --the soil has redox depletions and concentrations within the upper 24 inches of the
argillic horizon, with periodic saturation and reduction at some time during the year
Series control section --the zone from 0 to 60 inches
ADDITIONAL DATA: (1) This series is among Benchmark soils; characterization data at type location
exists in S77NC-49-1 and on alternate site S78NC-49-44.
(2) North Carolina State University
(a) Swelling pressure and COLE data on undisturbed B horizon samples at the type location in Craven
Co., North Carolina.
Btl Bt2 Bt3
Swelling pressure (lbs/sq in) 108 1002 141
COLE .04.06 .04
(b) Saturated hydraulic conductivity (K) data from 1 pedon Craven Co., North Carolina; from
undisturbed 3-inch cores collected for cooperative research by N.C.S.U., SCS, and the Craven County
Health Department.
Horizon Depth (in.) K (in./hr.)
Ap 1-4 1.88-2.16
A2 6-9 0.18-0.32
Btl 13-16 0.09-0.10
Btl 20-23 0.16
Bt2 29-32 0.14
Bt3 40-43 0.13
https:Hsoilseries.sc.egov.usda.gov/OSD_Docs/C/CRAVEN.html 4/18/2011

Official Series Description - CRAVEN Series
Page 5 of 5
Data Map Unit ID (type location): 00000
TABULAR SERIES DATA:
Soil Name Slope Airtemp FrFr/Seas Precip Elevation
CRAVEN 0- 12 59- 64 190-240 40- 52 20- 100
F1oodL FloodH Watertable Kind Months Bedrock Hardness
NONE 2.0-3.0 APPARENT DEC -APR 60-60
Depth Texture 3-Inch No-10 Clay% -CEC-
0- 9 L FSL SIL 0- 0 95-100 7-27 -
0- 9 CL SICL SCL 0- 0 95-100 27-40 -
9-54 C SIC SICL 0- 0 95-100 35-60 -
54-80 CL SL LS 0- 0 95-100 5-35 -
Depth -pH- O.M. Salin Permeab Shnk-Swll
0- 9 3.5- 6.5 .5-2. 0- 0 0.2- 2.0 LOW
0- 9 3.5- 5.5 .5-2. 0- 0 0.06- 0.2 MODERATE
9-54 3.5- 5.5 0.-0. 0- 0 0.06- 0.2 MODERATE
54-80 3.5- 5.5 0.-0. 0- 0 0.2- 6.0 LOW
National Cooperative Soil Survey
U.S.A.
https://soilseries.sc.egov.usda.gov/OSD_Docs/C/CRAVEN.html 4/18/2011

BAFiLETT
ENGINEERING & MMNG, PC
1906 Nash Street Nonh Wilson, NC 27893-1726
Phone: [phone] Fac (252) 399-08A 4
jon n bacdcncng.com
April 25, 2010
NCDENR
Washington Regional Office
943 Washington Square Mall
Vlashington, NC 27889
EXPRESS
APR 2 6' 2011
SIC ®ENR
REFERENCE: STRUCTURAL COATINGS HERTFORD- SOILS EVALUATION-
(HERTFORD COUNTY)
INTRODUCTION: A preliminary evaluation of soils and site characteristics was
performed by Jon L. Meade, PhD on February 9 and April 17, 2011 to evaluate potential
suitability for onsite stormwater control using a combination of a wet -detention pond and
two stormwater wetland areas.
The soil series mapped for the location is Wt (Winton), CrB (Craven fine sandy loam)
and Lf (Leaf loam).
METHODS: Three soil sample bore holes (#3, #4, and #5) were performed for the
detention pond and soil sample bore holes #1 through #2 were performed for constructed
stormwater wetland#1 and soil sample bore holes #6 through #8 were performed for
constructed stormwater wetland#2. Locations are shown in Figure 1 and 2 with detailed
information in Table 1. Soils are generally clay loam at upper depths to clay at deeper
depths.
CONCLUSIONS AND RECOMMENDATIONS: Soils in the proposed pond area were
mainly Lf (Leaf series). Based on site contours, the existing ground elevations for the
detention pond range between 36' to 38' over the pond site. Soil layers were typically
clay loam to clay and the estimated seasonal high water table was approximately 24"-29"
deep (Elevation approximately 34.0' on the north side nearest to the existing wetlands-
36.0' upslope). Permanent pool elevation was set at lowest SHWT elevation 34.0'.
Soils for the constructed stormwater wetland#1 were mainly WT (Winton series) with
seasonal high water table elevations were approximately 12"-18" deep from existing
ground elevations (Elevation approximately 31.5'-32'.0). Soil layers were typically clay
loam to clay and permanent pool elevation was set at elevation 32.0'.

J
Apnl25,2011
Soils for the constructed stormwater wetland#2 were mainly CrB (Craven series) with
seasonal high water table elevations were approximately 8"-12" (bore hole#6) and 12"-
18" (bore hole#7) and approximately 14" (bore hole#7) deep from existing ground
elevations (Elevation approximately 35.0'-35.5'). Soil layers were typically clay loam to
clay and permanent pool elevation was set at elevation 35.0'.
If you have any questions or need additional information, please contact our office.
Thank you. �\ n _
Sincerely,
Bartlett Engineering & Surveying
Robert S. Bartlett, PE
Enclosure

JAR
soros

FIGURE 1: BORE HOLE—LGQATIONS
\ \ ••:•:�.:'•�. •'''�'
"' • •
`
NOTE: SOIL SURVEY INFORMATION TAKEN FROM ISDA
\�
_ _ _ NATURAL RESOURCES CONSERVATION SERVICE NATIONAL
/ \\ BORE ;:. ("N1I.ON SaLS)
`...HOLE#1;..cE:. `^,
- COOPERATIVE SOIL SERVEY WEB SERVICE.
/ 1 I �`.,
�\ Wi-WINTON SERIES
•, •.::;.,....
......"
CrB
\ CrB-CRAVEN SERIES
(CRAVEN FlNE.'. ..'......:
'.';•...
\ Lf-LEAF SERIES
\\lf
SANDY LOAM) / I �'�� v•::..::'.eoRE
I '�� \ \,"•ciH_OLE#2;••.ii."
;::...
(LEAF\LOAM)
��\ _
::.'wSTEi.NDS:.i:.
. STORMWATER —
— BORE 1
\ WETLAND \ \
BMP#1 \ \ �'
`
:
— \ `.HOLE#3:'.. 1
BORE
)(___�HOLE#5
l\ Lf
\\
_ \ \
\\ \`
(LEAF LOAM
^: STORMWATER \ `� i BORE \
.\` \ \ 6\ HOLE#4 \
POND BMP#3
Qso
O'
°sFO
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH
GRAPHIC SCALE
WILSON, NORTH CAROLINA 27893
-- '-_-'--- ___. -... .-__.--- ___.
100
0 50 100 200 400
( IN FEET )
1 inch = 100 ft.

CrA
(CRAVEN FINE
SANDY LOAM)
APPROX. LOCATION OF
EX. 8' WATER LINE
PIPE A
1
BOAR
I j
STORMWATER
WETLAND
BMP#2
� 1 i
1 1
1
1 1
Lf �
(LEAF LOAM)
100
FIGURE 2: BORE HOLE LOCATIONS
NOTE: SOIL SURVEY INFORMATION TAKEN FROM USDA
NATURAL RESOURCES CONSERVATION SERVICE NATIONAL
COOPERATIVE SOIL SERVEY WEB SERVICE.
WT-WINTON SERIES
CrB-CRAVEN SERIES
U-LEAF SERIES
o
Cr8
(CRAVEN FINE
SANDY LOAM)
GRAPHIC SCALE
100
( IN FEET )
1 inch = 100 ft.

TABLE 1: SOIL PROFILE DESCRIPTIONS
LOCATION: BORE HOLE#1 (CONSTRUCTED WETLAND#1 AREA) SHWT-12" BELOW EXISTING GROUND
DEPTH "
COLOR
TEXTURE DESCRIPTION
0-4
10YR
5/4
CLAY LOAM
4-9
10YR
6/3
CLAY LOAM WATER IN HOLE -6" DEEP
9-12
10YR
6/3
CLAY
12-14
10YR
6/3
CLAY
10YR
5/1
LOW CHROMA
5YR 5/8 REDOX CONCENTRATIONS
14-24 10YR 6/2 CLAY
2.5YR 5/8 MIXED
LOCATION:
BORE HOLE#2 (CONSTRUCTED WETLAND#1 AREA)
SHWT-18"-22"
DEPTH "
COLOR
TEXTURE
DESCRIPTION
0-10
10YR
6/4
CLAY LOAM
12-18
10 YR
6/4
CLAY
7.5YR
518
10YR
6/2
FEW LOW CHROMA
18-22
10YR
6/1
HEAVY CLAY
10YR
6/3
LAYERED
7.5 YR
5/8
22-28
10YR
7/1
HEAVY CLAY
LOW CHROMA
7.5YR
518
FEW
28-32
10YR
7/1
CLAY TO FINE SANDY CLAY
33-36
7.5YR
7/1
CLAY

LOCATION: BORE HOLE#3 (POND AREA)
DEPTH " COLOR TEXTURE
SHWT-24"-29"
DESCRIPTION
0-12
10YR
6/6
LOAMY CLAY
12-18
10YR
6/6
LOAMY CLAY
10YR
6/3
LOW CHROMA-LIGHT
18-24
10YR
6/4
CLAY
10YR
6/2
VERY FEW -MORE DOMINANT AT 24"
24-29
10YR
6/4
HEAVY CLAY
10YR
6/1
10YR
5/8
REDOX STREAKS
30-40
10YR
7/1
CLAY
MOSTLY
7.5Y
5/8
LOCATION:
BORE HOLE#4 (POND AREA)
SHWT-24"
DEPTH "
COLOR
TEXTURE
DESCRIPTION
0-6
10YR
5/3
CLAY LOAM
6-12
10YR
5/3-5/6
LOAMY CLAY
MIXED
12-18
10YR
5/4
CLAY
10YR
6/2
LOW CHROMA-LIGHT
7.5YR
5/8
18-24
10YR
6/4
CLAY
10YR
6/2
VERY FEW -MORE DOMINANT AT 24"
24-29
10YR
6/3
CLAY
SHWT-24"
10YR
7/2
30-42
10YR
6/3
SANDY CLAY
10YR
7/2
LOCATION: BORE HOLE#5 (POND AREA)
SHWT-24"-29"
DEPTH "
COLOR
TEXTURE
DESCRIPTION
0-12
10 YR
5/6
LOAMY CLAY
12-18
10YR
5/6
CLAY
10YR
6/4
SOME
17-22
10YR
5/6
CLAY
10YR
612
SOME
10YR
5/8
SOME
22-29
10YR
6/2
CLAY
SHWT-24"
7.5YR 5/8
2.5YR 5/8
30-36 10YR 6/2 CLAY
2.5YR 5/8 STREAKS

LOCATION: BORE HOLE#6 (CONSTRUCTED WETLAND #2 AREA) SHWT- 8"-12"
DEPTH "
COLOR
TEXTURE DESCRIPTION
0-4
10YR
4/2
LOAM
4-8
10 YR
6/2
LOAM
6-12
10YR
6/2
SANDY CLAY LOAM
10YR
6/1
LOW CHROMA-LIGHT
7.5YR
5/8
10-14
10YR
6/1
CLAY
7.5YR
5/8
14-17
10YR
6/2
CLAY
7.5YR
5/8
17-22
10YR
6/1
CLAY
7.5YR
5/8
22-27
10YR
6/1-6/2
CLAY
7.5YR
5/8
LOW CHROMA MORE DOMINANT
STRONGER REDOX CONCENTRATIONS
MIXED 1/2 AND 1/2
LOCATION: BORE HOLE#7 (CONSTRUCTED WETLAND AREA#2)
DEPTH" COLOR TEXTURE
SHWT- 20"-24"
DESCRIPTION
0-6
10YR
5/4
CLAY LOAM
6-12
10YR
5/4
LOAMY CLAY
7.5YR
5/8
MOTTLES
12-16
10YR
5/4
CLAY
10YR
6/2
STREAKS
7.5YR
5/8
MOTTLES TO LIGHT CONCENTRATIONS
16-20
10YR
6/2
CLAY
7.5YR
5/8
20-26 10YR 6/1 CLAY
7.5YR 5/8
LOCATION:
BORE HOLE#8 (CONSTRUCTED WETLAND AREA#2)
SHWT- 14"
DEPTH "
COLOR
TEXTURE
DESCRIPTION
0-6
10YR
5/8
CLAY LOAM
6-10
10YR
5/8
LOAMY CLAY
10YR
5/3
FEW
10-14
10YR
5/4
CLAY
10YR
6/3-6/2
FEW LOW CHROMA
7.5YR
5/8
LIGHT CONCENTRATIONS
19-23
10YR
6/2
CLAY
DOMINANT
7.5YR
5/8
STREAKS

(CONT) BORE HOLE#8 (CONSTRUCTED WETLAND AREA#2)
SHWT- 14"
24-31 10YR
6/2 CLAY TO SANDY CLAY
7.5YR
5/8
31-34 10YR
6/2 SANDY CLAY
36-40 10YR
6/2 SANDY CLAY
7.5YR
5/8
MINOR
VERY SANDY AT 34"
75%
25%

Official Series Description - LEAF Series Page 1 of 4
LOCATION LEAF MS+AL AR FL GA LA NC SC VA
Established Series
Rev. RT; PGM; TK
01 /2008
LEAF SERIES
The Leaf series consists of very deep, poorly drained, very slowly permeable soils on flood plains, low
terraces along streams and on broad flats in the Southern Coastal Plain and Atlantic Coast Flatwoods
Major Land Resource Areas. They formed in clayey alluvial and fluvial sediments. Near the type
location, the mean annual temperature is 68 degrees F., and the mean annual precipitation is 57 inches.
Slopes range from 0 to 2 percent.
TAXONOMIC CLASS: Fine, mixed, active, thermic Typic Albaquults
TYPICAL PEDON: Leaf silt loam --woodland (Colors are for moist soil unless otherwise stated).
A--O to 3 inches; dark grayish brown (1 OYR 4/2) silt loam; weak fine medium granular structure;
friable; many very fine and fine roots, common medium roots, few coarse roots; very strongly acid; clear
smooth boundary. (3 to 8 inches thick)
Eg--3 to 7 inches; light brownish gray (I OYR 6/2) silt loam; weak medium subangular blocky structure;
friable; many fine roots, common medium roots, few coarse roots; few fine pores; few fine and medium
prominent strong brown (7.5YR 5/6) masses of iron accumulation with clear boundaries within the
matrix; very strongly acid; abrupt wavy boundary. (0 to 5 inches thick)
Btgl--7 to 13 inches; grayish brown (1 OYR 5/2) silty clay; moderate very coarse prismatic structure
parting to moderate medium subangular blocky; firm; common fine roots, few medium roots; few fine
pores; few faint clay films on ped faces; few faint light brownish gray (1 OYR 6/2) silt coatings on faces
of prisms; few medium cylindrical krotovinas filled with light brownish gray (I OYR 6/2) silt loam (Eg
material); many medium distinct dark yellowish brown (1 OYR 4/4) irregular shaped masses of iron
accumulation with clear boundaries within the matrix; very strongly acid; gradual wavy boundary.
Btg2--13 to 23 inches; grayish brown (1 OYR 5/2) clay; moderate very coarse prismatic structure parting
to moderate medium subangular blocky; firm, plastic and slightly sticky; few faint clay films on ped
faces and pores; few fine roots; few fine pores; few faint light grayish brown silt coatings on faces of
prisms; few pressure faces; few medium cylindrical krotovinas filled with light brownish gray (1 OYR
6/2) silt loam (Eg material); many medium and coarse prominent strong brown (7.5YR 5/6) irregular
shaped masses of iron accumulation with clear boundaries within the matrix; very strongly acid; gradual
wavy boundary.
Btg3--23 to 36 inches; gray (I OYR 6/1) clay; moderate coarse prismatic structure parting to moderate
medium subangular blocky; firm, plastic and slightly sticky; few faint clay films on faces of peds and in
pores; few fine roots; few very fine pores; few faint light brownish gray (I OYR 6/2) silt coatings on
faces of prisms; few pressure faces; few medium cylindrical krotovinas filled with light brownish gray
(1 OYR 6/2) silt loam (Eg material); many medium prominent strong brown (7.5YR 5/6) irregularly
shaped masses of iron accumulation with clear boundaries within the matrix; very strongly acid; gradual
smooth boundary.
https:Hsoilseries.sc.egov.usda.gov/OSD_Docs/L/LEAF.htm1 2/10/2011

Official Series Description - LEAF Series Page 2 of 4
Btg4--36 to 49 inches; light brownish gray (I OYR 6/2) clay; moderate coarse prismatic structure parting
to weak medium subangular blocky; firm, plastic and slightly sticky; common distinct clay films on
pressure faces and prism faces; few very fine pores; few faint light brownish gray (1 OYR 6/2) silt
coatings on faces of prisms; few pressure faces; many medium prominent strong brown (7.5YR 5/6)
irregularly shaped masses of iron accumulation with clear boundaries within the matrix; very strongly
acid; gradual wavy boundary. (Combined thickness of the Btg horizons range from 24 to more than 50
inches)
BCg--49 to 73 inches; light brownish gray (2.5Y 6/2) clay loam; weak coarse prismatic structure parting
to weak medium subangular blocky; firm, plastic and sticky; common distinct grayish brown (1 OYR
5/2) clay films on prism faces; few pressure faces; few fine manganese concentrations; many medium
prominent strong brown (7.5YR 5/8) and common fine prominent yellowish red (5YR 5/6) irregularly
shaped masses of iron accumulation with clear boundaries in the matrix; very strongly acid; gradual
wavy boundary.
Cg--73 to 81 inches; gray (1 OYR 6/1) clay loam; massive; firm, plastic and slightly sticky; many coarse
prominent brownish yellow (1 OYR 6/6) and few fine prominent strong brown (7.5YR 4/6) irregularly
shaped masses of iron accumulation with clear boundaries in the matrix; very strongly acid.
TYPE LOCATION: Wayne County, Mississippi. Approximately 9.0 miles southwest of Waynesboro,
about 1,425 feet west and 800 feet north of the southeast corner of Sec 21, T. 7 N., R. 7 W.; USGS Clara
topographic quadrangle; latitude 31 degrees 33 minutes 12.1 seconds N.; longitude 88 degrees 41
minutes 40.0 seconds W.
RANGE IN CHARACTERISTICS: Thickness of the solum exceeds 60 inches. Reaction ranges from
extremely acid to strongly acid throughout except where the surface has been limed. Content of quartz
pebbles range from none to common throughout.
The A or Ap horizon has color in hue of I OYR, value of 2 to 4, and chroma of 1 to 3. Texture is very
fine sandy loam, silt loam or loam.
The E horizon has hue of l OYR or 2.5Y, value of 5 or 6, and chroma of 1 or 2; or it is neutral with value
of 5 or 6. Redoximorphic accumulations in shades of brown and yellow range from none to common. In
some pedons, the E horizon is mixed with the Ap. Texture is very fine sandy loam, silt loam or loam.
The Big horizon has hue of 1 OYR or 2.5Y, value of 4 to 7, and chroma of 1 or 2; or it is neutral with
value of 4 to 7. Redoximorphic accumulations in shades of red, yellow, and brown range from few to
many. Iron and manganese concretions ranges from none to many. The upper 20 inches of the Bt
horizon has from 35 to 60 percent clay and more than 30 percent silt. Texture is silty clay loam, silty
clay, or clay.
The BCg and Cg horizons, where present, have hue of 1 OYR or 2.5Y, value of 4 to 7, and chroma of I
or 2; or it is neutral with value of 4 to 7. Redoximorphic concentrations in shades of yellow and brown
range from few to many. Iron and manganese concretions ranges from none to many. Texture is sandy
loam, loam, sandy clay loam, silty clay loam and clay loam.
COMPETING SERIES: These include the Pouncey series in the same family and the Bladen, Goreen
and Narlon series in the semiactive family. Bladen soils are on similar to higher positions and have less
than 30 percent silt in the upper 20 inches of the Bt horizon. Goreen and Pouncey soils are moderately
deep and are underlain by sandstone. In addition, Goreen soils are somewhat poorly drained, are on
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'Official Series Description - LEAF Series
Page 3 of 4
uplands are in the Ustic moisture regime, and are mapped in the Manning and Wellborn geologic
formations in Texas. Pouncey soils are on similar positions in the eastern edge of the Piedmont Plateau
near the 'fall line' in Virginia. The somewhat poorly drained Narlon soils are on uplands of California,
are in the Aridic moisture regime and are dry for more than 90 consecutive days in the summer and fall.
GEOGRAPHIC SETTING: Leaf soils are on flood plains, low terraces and broad areas in coastal
flatwoods. They formed in clayey alluvial and fluvial sediments. Slopes range from 0 to 2 percent. The
climate is warm and humid. The average annual temperature is ranges from 65 to 70 degrees F., and the
average annual precipitation ranges from 55 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Angie, Atmore, Mashulaville,
Mvatt, Sawyer, Stough, and Weston series. The moderate well drained Angie soils are on similar or
adjacent higher positions. Atmore soils are on similar positions, have coarse -loamy control sections and
contain more than 5 percent plinthite, by volume, in the subsoil. Myatt soils are on similar positions and
have fine -loamy control sections. Mashulaville soils are on similar to higher positions and have a
fragipan. The moderately well drained Sawyer soils are on adjacent uplands and have fine -silty control
sections. Stough and Weston soils have a coarse -loamy control sections. In addition, Stough soils are on
adjacent uplands and are somewhat poorly drained. Weston soils are on similar to slightly higher
positions.
DRAINAGE AND PERMEABILITY: Poorly drained; very slow permeability.
USE AND VEGETATION: Most areas of Leaf soils are in forests of mixed bottomland hardwoods and
pines. Some areas are used for growing corn and small grains. The principal vegetation of the forested
areas consists of water oak, sweetgum, blackgum, slash pine, loblolly pine, and white oak.
DISTRIBUTION AND EXTENT: Alabama, Arkansas, Georgia, Louisiana, Mississippi, North
Carolina and South Carolina. The series is of large extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Auburn, Alabama.
SERIES ESTABLISHED: Forrest County, Mississippi; 1911.
REMARKS: Diagnostic horizons and features of this pedon:
Ochric epipedon - the zone from the 0 to 7 inches (A and Eg horizons).
Argillie horizon - the zone from 7 to 73 inches (BtgI, Btg2, Btg3, Btg4 and BCg horizons).
Typic Albaquults features - chroma of 2 or less below a depth of 3 inches and an abrupt textural change
at a depth of 7 inches.
The water table is at 0.5 to 1.5 feet during high rainfall periods from January to April. Some areas on
terraces are occasionally or frequently flooded.
The Leaf series is being moved to its present location since it in the Jackson County, Mississippi
published soil survey.
ADDITIONAL DATA: characterization data for two pedons are published in SSIR No. 13 (Issued May
1967) pp.80-83.
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Official Series Description - LEAF Series
Page 4 of 4
National Cooperative Soil Survey
U.S.A.
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Official Series Description - WINTON Series Page 1 of
LOCATION WINTON NC+VA
Established Series
Rev. PLT:AG
12/2002
WINTON SERIES
The Winton series consists of very deep, moderately well drained soils that are on sloping to very steep
bluffs along rivers that flow through the Coastal Plain. They formed in fluvial and marine sediments of
mixed mineralogy origin. Permeability in the subsoil is moderate to moderately slow. Slopes range from
8 to 65 percent. Near the type location, mean annual temperature is about 60 degrees F., and mean
annual precipitation is about 46 inches.
TAXONOMIC CLASS: Fine -loamy, mixed, semiactive, thermic Aquic Hapludults
TYPICAL PEDON: Winton fine sandy loam (Colors are for moist soil unless otherwise stated.)
A--O to 8 inches; dark gray (I OYR 4/1) fine sandy loam, weak medium granular structure; very friable;
many fine and medium roots; strongly acid; clear smooth boundary. (4 to 8 inches thick)
E1--8 to 13 inches; pale brown (1 OYR 6/3) fine sandy loam, weak medium granular structure; friable,
many medium roots; few weakly cemented nodules; strongly acid; clear smooth boundary. (0 to 6 inches
thick)
E2--13 to 17 inches; light gray (1 OYR 7/2) fine sandy loam; weak medium granular structure; friable;
few fine and common medium roots; very strongly acid; clear smooth boundary. (0 to 6 inches thick)
Btl--17 to 22 inches; light yellowish brown (1 OYR 6/4) clay loam; weak medium subangular blocky
structure; friable; slightly sticky; few fine and medium roots; few distinct clay films on faces of peds;
very strongly acid; gradual wavy boundary.
Bt2--22 to 29 inches; yellowish brown (I OYR 5/4) sandy clay loam; moderate medium subangular
blocky structure; friable; slightly sticky; few medium and coarse roots; distinct clay films on faces of
peds; common medium distinct light gray (I OYR 7/1) iron depletions; very strongly acid; gradual wavy
boundary.
Bt3--29 to 54 inches; light yellowish brown (2.5Y 6/4) sandy clay loam; moderate medium subangular
blocky structure; friable; slightly sticky; few coarse roots; few distinct clay films on faces of peds; few
fine distinct yellowish brown (1 OYR 5/6) soft masses of iron accumulaton and common medium distinct
light gray (10YR 7/1) iron depletions; very strongly acid; gradual wavy boundary. (Combined thickness
of the Bt is 20 to 50 inches thick)
BC--54 to 70 inches; very pale brown (I OYR 7/4) sandy loam; weak fine subangular blocky structure
parting to weak medium granular structure; friable; common grains of feldspar; common dark opaques;
few fine distinct brownish yellow (1 OYR 6/6) soft masses of iron accumulation and light gray (1 OYR
7/ 1) iron depletions; very strongly acid; gradual wavy boundary. (0 to 20 inches thick)
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'Official Series Description - WINTON Series
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CI--70 to 75 inches; pale yellow (2.5Y 7/4) loamy sand; weak medium granular structure; friable;
common dark opaques; very strongly acid; gradual wavy boundary. (3 to 10 inches thick)
C2--75 to 80 inches; very pale brown (1 OYR 8/3) fine sand; loose; single grained; common dark
opaques; very strongly acid.
TYPE LOCATION: Bertie County, North Carolina; 1.1 miles east of NC 45 near Mount Gould on
Whites Beach Road; 100 feet north of road.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 40 to more than 60 inches. Content
of pebbles ranges from 0 to 5 percent in the A, E, and B horizons and from 0 to 15 percent in the C
horizon. Soil reaction is extremely acid to moderately acid. Flakes of mica range from few to common
in the B and C horizons of most pedons.
The A horizon has hue of 7.5YR to 2.5Y, value of 3 to 5, and chroma of 1 to 4. Texture is fine sandy
loam, sandy loam, loam, loamy sand, or loamy fine sand.
The E horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 2 to 6. Texture
is fine sandy loam, sandy loam, loam, loamy sand, or loamy fine sand.
The Bt horizons have hue of 7.5YR to 2.5Y, value of 4 to 7, and chroma of 3 to 8. Iron depletions with
chroma of 2 or less are within 24 inches of the upper boundary of the Bt horizon, but below a depth of
20 inches from the surface. Soft masses of iron accumulation in shades of brown, yellow, or red are in
subhorizons of the Bt horizon of many pedons. Subhorizons of the Bt may lack a matrix color and have
a pattern of colors in shades of yellow, brown, gray, or red. Texture is sandy clay loam, sandy loam, fine
sandy loam, or clay loam.
A Btg horizon is present in some pedons. Where present, it has hue of 1 OYR or 2.5Y, value of 4 to 6,
and chroma of 1 or 2. Iron accumulations in shades of yellow, brown or red are typically present.
Texture is sandy clay loam, sandy loam, fine sandy loam, or clay loam.
The BC or CB horizon, where present, has colors similar to the Bt. The BCg horizon, where present, has
colors similar to the Btg horizon. Texture is fine sandy loam, sandy loam, sandy clay loam, loamy sand,
or loamy fine sand.
The C horizon has hue of 1 OYR or 2.5Y, value of 3 to 8, and chroma of 3 to 8 and may be multicolored,
or have iron accumulations or depletions in shades of yellow, brown, gray, or red. Some pedons have a
Cg horizon that is similar in color to the BCg horizon. In each pedon, some part of the C horizon within
a depth of 80 inches is not periodically saturated and lacks redoximorphic features. Texture is sand to
clay and is commonly stratified.
COMPETING SERIES: These are the Abell, Altavista, Bertie, and Tetotum series in the same family.
Abell soils have a lithologic discontinuity in the Bt horizon. Altavista soils are on nearly level to gently
sloping stream terraces. In addition, they have a fluctuating ground water table. Bertie soils are on broad
level areas of the lower Coastal Plain and have significant amounts of montmorillonite in the clay
fraction. Tetotum soils have more than 30 percent silt or 40 percent silt plus very fine sand in the upper
20 inches of the Bt horizon.
GEOGRAPHIC SETTING: Winton soils are on long narrow bluffs that break sharply into rivers and
their major tributaries that drain from the Piedmont and Coastal Plain. Slopes range from 8 to 65
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Official Series Description - WINTON Series
Page 3 of 4
percent. The soils formed in fluvial and marine sediments of mixed mineralogy origin. Mean annual
precipitation is about 46 inches and mean annual temperature is about 60 degrees F near the type
location.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Altavista series these are
the Craven, Goldsboro, Gritney, Lynchburg, Norfolk, State, and Wickham series. Craven and Gritney
soils have more than 35 percent clay in the control section. Goldsboro, Lynchburg, Noboco, and Norfolk
soils have siliceous mineralogy. State and Wickham soils are well drained. All of these soils except
Gritney are on gentler slopes.
DRAINAGE AND PERMEABILITY: Moderately well drained; medium to very rapid runoff,
moderate to moderately slow permeability in the subsoil. These soils have a perched water table due to
seepage down strongly sloping to very steep side slopes.
USE AND VEGETATION: Almost all of this soil is in forests of mixed hardwoods with some pine.
Common trees are southern red oak, white oak, sweetgum, water oak, American beech, sweetgum, red
maple, and loblolly pinej. Understory plants include sourwood, American holly, flowering dogwood, red
maple, blueberry, and greenbrier.
DISTRIBUTION AND EXTENT: North Carolina, Virginia, and possibly Alabama, Georgia, and
South Carolina. This series is of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Hertford County, North Carolina, 1981.
REMARKS: These soils have formerly been mapped as bluff land or steep alluvial land. This series
was proposed to be in the "sloping" family of Aquic Hapludults.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 17 inches.
Argillic horizon - the zone between depths of 17 and 54 inches. Mottles associated with wetness start at
21 inches.
Aquic conditions - redoximorphic features indicating a perched water table in the zone from 22 to 70
inches (Bt2, 130, and BC horizon)
MLRA: 133A, 153A
REVISED: 2/6/96, MHC
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO150 WINTON a- 65 59- 64 190-240 40- 52 20- 100
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO150 NONE 2.0-3.5 PERCHED DEC -MAY 60-60
SOI-5 Depth Texture 3-Inch No-10 Clayk -CEC-
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Official Series Description - WINTON Series
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NCO150 0-17 L FSL SL 0- 3 90-100 7-27 2- 8
NCO150 0-17 LS LFS 0- 3 90-100 2- 8 1- 4
NCO150 17-54 SCL SL CL 0- 2 90-100 18-35 3- 8
NCO150 54-80 VAR - - - -
SOI-5 Depth -pH- O.M. Salin Pexmeab Shnk-Swll
NCO150 0-17 3.5- 6.0 .5-3. 0- 0 2.0- 6.0 LOW
NCO150 0-17 3.5- 6.0 .5-3. 0- 0 6.0- 20 LOW
NCO150 17-54 3.5- 6.0 0.-.5 0- 0 0.2- 2.0 LOW
NCO150 54-80 - 0.-.5 - -
National Cooperative Soil Survey
U.S.A.
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Official Series Description - LENOIR Series Pagel of 3
LOCATION LENOIR NC+AL MS SC VA
Established Series
Rev. RAG:ENH
03/2002
LENOIR SERIES
The Lenoir series consists of somewhat poorly drained, slowly permeable soils that formed on Coastal
Plain uplands that formed in clayey sediments. Slopes are less than 2 percent.
TAXONOMIC CLASS: Fine, mixed, semiactive, thermic Aerie Paleaquults
TYPICAL PEDON: Lenoir loam --wooded. (Colors are for moist soil unless otherwise stated.)
A--O to 3 inches; very dark gray (10YR 3/1) loam; weak fine granular structure; very friable; many fine
and medium roots; very strongly acid; clear smooth boundary. (2 to 5 inches thick)
E--3 to 8 inches; dark gray (I OYR 4/1) loam; weak fine granular structure; very friable; many fine and
few medium roots; many medium pores; very strongly acid; clear wavy boundary. (0 to 8 inches thick)
Bt--8 to 13 inches; brownish yellow (1 OYR 6/6) clay loam; few medium distinct light brownish gray
(I OYR 6/2) and pale brown (I OYR 6/3) mottles; weak medium subangular blocky structure; friable,
slightly plastic, sticky; few medium roots; few medium pores; common faint clay films on faces of peds;
very strongly acid; gradual wavy boundary. (4 to 12 inches thick)
Btgl--13 to 36 inches; gray (IOYR 5/1) clay; many medium distinct brownish yellow (IOYR 6/8)
mottles; moderate medium subangular and angular blocky structure; very firm, very sticky, very plastic;
few fine roots; common faint clay films on faces of peds; few medium pores; very strongly acid; gradual
wavy boundary. (6 to 25 inches thick)
Btg2--36 to 51 inches; gray (I OYR 6/1) clay; few medium distinct brownish yellow (I OYR 6/8) mottles;
weak medium subangular and angular blocky structure; very firm, very sticky, very plastic; few fine
roots, and pores; common faint clay films on faces of peds; very strongly acid; gradual wavy boundary.
(14 to 25 inches thick)
Btg3--51 to 63 inches; gray (I OYR 6/1) sandy clay; few fine distinct brownish yellow mottles; weak
medium angular blocky structure; firm, sticky, plastic; few fine roots; very strongly acid; gradual wavy
boundary. (10 to 16 inches thick)
BCg--63 to 75 inches; light gray (I OYR 7/1) clay; few medium lenses of sandy clay; massive; very firm,
very sticky, very plastic; very strongly acid. (7 to 25 inches thick)
TYPE LOCATION: Beaufort County, North Carolina; 1 1 miles east of Washington, 1/4 mile south of
Five Points, 75 feet east of NC 32, across highway from Five Points Free Will Baptist Church.
RANGE IN CHARACTERISTICS: The clayey Btg horizon or clayey part of the BCg horizon extends
to 60 to 90 inches below the surface. The soil is moderately acid to extremely acid unless limed. The A
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Official Series Description - LENOIR Series
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or Ap horizon has hue of I OYR or 2.5Y, or it is neutral, value of 3 to 6, and chroma of 0 to 2. The E
horizon, where present, has hue of 1 OYR or 2.5Y, value of 4 to 8, and chroma of 1 to 4. The A, Ap, and
E horizons are loam, fine sandy loam, or silt loam.
The BE or BA horizon, where present, has hue of 1 OYR or 2.5YR, value of 5 or 6, and chroma of 3 to 8,
and has few to common mottles with chroma of 2 or less. It is loam, silt loam, fine sandy loam, silty clay
loam, or clay loam.
The Bt horizon, where present, has hue of 1 OYR or 2.5Y, value of 5 to 7, and chroma of 3 to 8, has few
to many mottles with chroma of 2 or less. In some pedons, this horizon does not have a matrix color but
is mottled in shades of gray, yellow, brown, or red. The Btg horizon has hue of 1 OYR or 2.5Y, value of
4 to 7, and chroma of 1 or 2. Mottles in shades of yellow, brown, or red are common to many. Clay
content in the upper 20 inches of the argillic horizon is 35 to 60 percent and silt content is more than 30
percent. The Bt and Btg horizons are clay, clay loam, silty clay, or silty clay loam.
The BCg horizon colors are similar to the Btg horizon. It is clay, sandy clay, clay loam, silty clay loam,
sandy clay loam, or sandy loam.
The Cg horizon, in addition to the colors of the Btg and BCg horizons, may have hue of 5Y, or it is
neutral, with value of 5 to 7, and chroma of 0 to 2. It is stratified sandy, loamy, or clayey sediment.
COMPETING SERIES: (This section was not updated; 2/97) The Kinta series is the only other known
series in this family. Those in closely related families are the Angie, Bethera, Bladen, Cantev, Coxville,
Craven, Dogue, Dunbar, Duplin, Grady, Leaf, Nahunta, Persanti, Roanoke, Smithboro, Tomast, and
Wahee series. Kinta soils have finer textured A and upper B horizons with prominent red mottles in the
upper Bt horizon. Angie, Craven, Dogue, Duplin, and Persanti soils have a udic moisture regime and
lack colors with chroma of 2 or less in the upper Bt horizon. Bethera, Bladen, Cantey, Coxville, Grady,
and Leaf soils have dominant chroma of 2 or less in all subhorizons between the A and Ap horizon and
30 inches below the surface. Dunbar and Smithboro soils have kaolinitic mineralogy. Nahunta and
Tomast soils have 18 to 35 percent clay in the upper 20 inches of the argillic horizon. Wahee soils have
more than 10 percent weatherable minerals in the sand and silt fractions and also have than a 20 percent
decrease in clay content from the maximum within 60 inches of the surface.
GEOGRAPHIC SETTING: Lenoir soils are on nearly level interstream divides of the Coastal Plain.
Slope gradients are less than 2 percent. The soil formed in stratified, clayey sediments of marine or
fluvial origin. Near the type location, the mean annual temperature is about 63 degrees F., and the mean
annual precipitation is 48 inches. Areas near the type location are not subject to flooding, but frequency
for the series ranges from none to common.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Bethera, Bladen, Craven,
and Leaf series, these are the Bayboro, Caroline, Exum, Goldsboro, Grantham, Lynchburg, Nahunta,
Norfolk, and Rains. Bayboro soils have very dark gray or black A horizons thicker than 10 inches.
Caroline soils lack mottles with chroma of 2 or less within 30 inches of the surface. Exum, Goldsboro,
Grantham, Lynchburg, Nahunta, Norfolk, and Rains have 18 to 35 percent clay in the Bt horizon. The
more poorly drained Bayboro, Bethera, Bladen, Grantham, Leaf, and Rains soils are in flats and
depressions. The better drained Caroline, Craven, Exum, Goldsboro, and Norfolk soils are in slightly
higher or more sloping areas. Lynchburg and Nahunta soils are in similar positions with Lenoir soils.
DRAINAGE AND PERMEABILITY: Somewhat poorly drained; slow runoff; slow to very slow
internal drainage; slow, permeability.
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Official Series Description - LENOIR Series
Page 3 of 3
USE AND VEGETATION: About two-thirds of the acreage is forested. Dominant trees are loblolly
pine, longleaf pine, sweetgum, southern red oak, water oak, white oak, red maple, blackgum, and
yellow -poplar. The understory includes inkberry, sourwood, flowering dogwood, American holly,
waxmyrtle, blueberry, honeysuckle, summersweet clethra, Carolina jessamine, poison ivy, switchcane,
redbay, and greenbrier. Cleared areas are used principally for growing corn, soybeans, tobacco, cotton,
small grains, peanuts, truck crops, and pasture.
DISTRIBUTION AND EXTENT: Alabama, Georgia, Maryland, Mississippi, North Carolina, South
Carolina, and Virginia. The series is of large extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Lenoir County, North Carolina; 1927.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 8 inches.
Argllic horizon - the zone between depths of 8 to 75 inches.
Mottles and matrix colors associated with wetness begin at top of argillic horizon.
REVISED = 2/26/97, MHC
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO048 LENOIR 0- 2 59- 64 185-240 40- 60 30- 170
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO048 NONE COMMON 1.0-2.5 APPARENT DEC -MAY 60-60
SOI-5
Depth
Texture
3-Inch
No-10
Clay&
-CEC-
NC0048
0- 8
L
SIL VFSL
0- 0
100-100
6-20
3- 8
NCO048
0- 8
FSL
0- 0
100-100
6-20
3- 8
NCO048
8-75
C
SIC CL
0- 0
100-100
35-60
7- 13
SOI-5
Depth
-pH- O.M.
Salin
Permeab
Shnk-Swll
NCO048
0- 8
3.5-
5.5 2.-4.
0- 0
0.6- 2.0
LOW
NCO048
0- 8
3.5-
5.5 2.-4.
0- 0
2.0- 6.0
LOW
NCO048
8-75
3.5-
5.5 0.-.5
0- 0
0.06- 0.2
MODERATE
National Cooperative Soil Survey
U.S.A.
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North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall D EPARTM ENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-%22 [phone]
Date: 4/18/2011
Click here to:
View Document Filings I Sign Up for E-Notifications I
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation • Names
Name Name Type
NC HALES LEGAL
INVESTMENTS, LLC
NC -HALES -SMITH PREY LEGAL
INVESTMENTS, LLC
NC HALES -SMITH PREV LEGAL
INVESTMENTS, INC.
Limited Liability Company Information
SOSID:
0839212
Status:
Current -Active
Effective Date:
6/1/2007
Dissolution Date:
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: HALES, E RAY
Office Address:
403 PARKRIDGE DR.
CLAYTON NC 27520
Mailing Address:
403 PARKRIDGE DR.
CLAYTON NC 27520
Principal Office
Office Address:
403 PARKRIDGE DRIVE
CLAYTON INC 27526
Mailing Address:
403 PARKRIDGE DRIVE
CLAYTON NC 27520
Officers
Title:
MANAGER
Name:
E HALES
Business Address:
403 PARKRIDGE. DRIVE
CLAYTON NC 27520
EXPRESS
APR 2 6 2011
NC ®ENR
This websile is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3266
http://www.secretary.state.ne.us/corporations/Corp.aspx?PitemId=8219593 4/18/201 1

PURCHASE AND SALE AGREEMENT
THIS AGREEMENT (this "Contract"), made as of the Effective Date (as defined in
paragraph 23 below), by and among HALES INVESTMENTS, LLC, a North Carolina limited liability
company ("Purchaser"), FIATP SSF TIMBER LLC, a Delaware limited liability company ("Seller"),
and SUTHERLAND ASBILL & BRENNAN LLP ("Escrow Agent");
WITNE-SSETH:
WHEREAS, Seller is the owner of that certain tract or parcel of land located in Henford
County, North Carolina containing approximately 41.08 acres, which tract or parcel is more fully shown
on Exhibit A attached hereto (the 'Property'); and
WIIEREAS, Purchaser desires to purchase and Seller desires to sell the Property;
NOW, THEREFORE, the parties have agreed and do hereby agree as follows:
I. Agreement of Purchase and Sale. Subject to the provisions of this Contract, and
for the consideration herein stated, Seller agrees to sell the Property to Purchaser and Purchaser agrees to
buy the Property from Seller.
2. Purchase Price. The purchase price (the "Purchase Price") to be paid by
Purchaser for the Property shall be an amount equal to TWO I RINDRED THOUSAND AND NO/ONE
HUNDRED DOLLARS ($200,000.00), less a credit for the Earnest Money. The Purchase Price shall be
payable to Seller at closing by wire transfer of immediately available funds to an account desilmated by
Seller.
3. Earnest Money. Upon execution of this Contract, Purchaser shall deliver to
Escrow Agent the sum of $20,000.00 (said amount is hereinafter referred to as the "Earnest Money").
Escrow Agent agrees to hold the Earnest Money in trust, in a non -interest bearing account and disburse
the Earnest Money in accordance with the terms hereof. At the Closing (as hereinafter defined), the
Earnest Money shall be applied as a credit against the Purchase Price as provided in paragraph 2 above.
4. Closine.
(a) The execution and delivery of the documents and instruments for the
consummation of the purchase and sale pursuant hereto (herein referred to as the "Closing") shall take
place on or before the date which is thirty (30) days after the Effective Date (as hereinafter defined),
through the offices of Sutherland Asbill & Brennan LLP, 999 Peachtree Street, N.E., Atlanta, Georgia
30309, subject to extension as hereinafter provided, or such earlier date and time, and/or such other
location, as may be mutually agreeable to Seller and Purchaser.
(b) At the Closing, Seller shall execute and deliver to Purchaser a special
warranty deed (the "Deed") (warranting only against the claims of all persons claiming by, through or
under Seller) conveying the Property to Purchaser subject to the Permitted Encumbrances (as hereinafter
defined). The legal description of the Property to be contained in such Deed shall be the legal description
10919080.a

of the Property as shown on the Survey (as hereinafter defined). At Closing Seller shall also execute and
deliver to Purchaser an affidavit as to the non -foreign status of Seller and an Affidavit as to Liens and
Possession in the form attached hereto as Exhibit C, and Seller hereby agrees to execute and deliver to
Purchaser such other certificates and affidavits as may be reasonably necessary or desirable to
consummate the purchase and sale contemplated hereby, provided that any such certificate or affidavit
shall be given to the actual knowledge of the affiant, without independent investigation or inquiry. The
parties agree to do such other acts and execute and deliver such other documents and instruments as are
reasonably necessary or desirable for consummation of the transactions contemplated hereby.
5. Title: Survey.
(a) Seller agrees to convey to Purchaser fee simple title to the Property by
the Deed, free and clear of all liens, encumbrances, mortgages, assessments, agreements, options and
covenants created or suffered by Seller, except for such encumbrances as are set forth on Exhibit B
attached hereto (hereinafter referred to as the "Permitted Encumbrances').
(b) Purchaser shall have until the expiration of the Inspection Period (as
hereinafter defined) to examine title to the Property and to notify Seller in writing if Purchaser objects to
any exceptions to title other than the Permitted Encumbrances, provided that Purchaser shall have the
right to object to any title matter covered by either of paragraphs 3 and 6 of Exhibit B hereto if, but only
if, any such title matter is not also covered by one of the other paragraphs of Exhibit B. If Purchaser
timely notifies Seller of any such objections, then Seller may, at its sole option, cure any of such
objections on or before the date of Closing; provided, however, that to the extent such an objection
consists of a lien or mortgage securing a monetary obligation which was created or suffered by Seller or
any party claiming by, through or under Seller, Seller shall be required to use the cash portion of the
Purchase Price to cure any such objection. If such objections are not so cured, or if Seller does not elect
to cure such objections, then either party may terminate this Contract without further liability whatsoever
(except as may be otherwise expressly provided herein), whereupon Escrow Agent shall promptly return
the Earnest Money to Purchaser. If Purchaser fails to give timely notice to Seller of any valid objections
to any such exceptions to title other than the aforesaid monetary obligations, then such exceptions shall
constitute Permitted Encumbrances for all purposes of this Contract.
(c) Subject to the Permitted Encumbrances existing on the Effective Date, so
long as this Contract remains in force and effect, Seller shall not lease, encumber or convey all or part of
the Property or any interest therein, or enter into any agreement granting to any person any right with
respect to the Property or any portion thereof, without the prior written consent of Purchaser.
(d) The Property is subject to certain agreements under which International
Paper Company and/or its successors or assigns (collectively, "IP") has/have certain rights with respect to
the Property and the timber thereon (the "Timber Agreements"), Seller shall endeavor to obtain from IP
release(s) of the Timber Agreements insofar as they relate to the Property. If Seller fails to obtain such
release(s) by the scheduled date of Closing, Seller shall have the right, at its option and its sole discretion,
either (1) to terminate this Contract, without any further liability to Seller or Purchaser whatsoever,
whereupon Escrow Agent shall promptly return the Earnest Money to Purchaser, or (2) to extend the date
of Closing under this Contract for a period not to exceed thirty (30) days in order to continue its efforts to
obtain such release(s). If Seller exercises its option under the foregoing clause (2) and Seller fails to
obtain such release(s) within said extension period, then either party shall have the right to terminate this
Contract without further liability whatsoever (except as may be otherwise expressly provided herein),
whereupon Escrow Agent shall promptly return the Earnest Money to Purchaser.
I N 19080.4

(e) During the Inspection Period, Purchaser shall obtain, at Purchaser's sole
cost and expense, a current boundary survey of the Property made by a registered North Carolina land
surveyor (the "Survey"). The Survey will contain a calculation of the acreage within the Property to the
nearest onc-hundredth (100") of an acre, and shall show the metes and bounds locations and widths of all
public and private roads located on or serving the Property. The Survey shall be subject to Seller's
review and approval. The legal description of the Property as shown on the Survey as approved by Seller
shall be the legal description attached as Exhibit A to the Deed.
6. Inspection: AS IS Sale.
(a) Purchaser and its agents, representatives, employees, engineers and
contractors shall have the right at any time during the term of this Contract, at Purchaser's sole cost and
expense, to enter upon the Property to inspect, examine, survey and make test borings, soil bearing tests,
timber cruises, environmental site assessments and other engineering tests or surveys which it may deem
necessary or advisable. Purchaser hereby agrees to indemnify and hold Seller harmless from and against
any and all cost, expense and/or liability resulting from claims or damages caused by said inspections,
examinations and tests. The foregoing indemnification and hold ham -Jess provision shall survive any
termination, cancellation or expiration of this Contract or the Closing.
(b) If, prior to the expiration of the period ending on the date which is thirty
(30) days after the Effective Date (the "Inspection Period"), Purchaser determines that the Property is
unsuitable for Purchaser's use, in Purchaser's sole discretion, or that Purchaser does not desire to
purchase the Property for any reason or no reason, then Purchaser shall have the right to terminate this
Contract by giving written notice to Seller of such termination on or before the expiration of the
Inspection Period, whereupon Escrow Agent shall return the Earnest Money to Purchaser and no party
shall have any further rights or obligations hereunder (except as may otherwise be expressly provided
herein). if Seller does not receive such termination notice on or before the expiration of the Inspection
Period, then Purchaser shall be deemed to have waived the right to terminate this Contract pursuant to the
provisions of this subparagraph.
(c) Except for the Deed and any representations or warranties of Seller
expressly set forth in this Contract, the purchase and sale pursuant to this Contract will be on an "AS IS",
"WHERE IS" and "WITH ALL FAULTS" basis, with no representations, warranties, guaranties or
commitments of any kind whatsoever, express or implied, by Seller with respect to the Property or any
matter relating to the Property. The provisions of this subparagraph (c) shall survive the Closing.
Condition of Property: Damage: Condemnation.
(a) Seller agrees that at the Closing the Property shall be in the same
condition as exists on the date hereof, subject to natural wear and tear, condemnation, casualties beyond
Sellers control and the Permitted Encumbrances. During the term of this Contract, Seller shall neither cut
or remove nor permit the cutting or removal of any timber or trees which are included as pan of the
Property, except as may otherwise be provided in any of the Pem»tted Encumbrances.
(b) if at any time prior to the Closing, the Property or any part thereof
(including, but not limited to, any limber or trees which are included as part of the Property) is destroyed
or damaged by fire or other casualty and the amount of such damage exceeds $10,000.00, then Purchaser,
at its sole option, may elect either (i) to cancel this Contract, whereupon Escrow Agent shall promptly
10919080.4

return the Earnest Money to Purchaser and no party hereto shall have any further rights or obligations
hereunder (except as may otherwise be expressly provided herein), or (ii) to purchase the Property
without reduction in the Purchase Price. Purchaser's option under this paragraph 7(b) shall be exercisable
by giving written notice of such election to Seller at any time on or before five (5) days after Purchasers
receipt of notice of the occurrence of such damage or destruction and the date of Closing shall be
extended to the extent necessary to permit the exercise of such option by Purchaser.
(c) If at any time prior to the Closing, any action or proceeding is filed or
threatened under which the Property or any part thereof may be taken pursuant to any law, ordinance or
regulation by condemnation or the right of eminent domain, then Purchaser at its sole option may elect
either (i) to cancel this Contract, whereupon Escrow Agent shall promptly return the Earnest Money to
Purchaser and no party hereto shall have any further rights or obligations hereunder (except as may
otherwise be expressly provided herein), or (ii) to purchase the Property pursuant to this Contract,
notwithstanding such action or proceeding, whereupon Purchaser shall be entitled to receive at the
Closing a credit against the Purchase Price in the amount of all proceeds of any awards, if any, previously
paid to Seller with respect to the Property for such taking and to receive all such proceeds payable after
Closing. Purchaser's option under this paragraph 7(c) shall be exercisable by giving written notice of
such election to Seller at any time on or before five (5) days after the determination of the amount of the
proceeds payable with respect to such taking and the date of Closing shall be extended to the extent
necessary to permit the exercise of such option by Purchaser. Seller shall notify Purchaser as to the
determination of the amount of such proceeds.
8. Warranties and Representations.
(a) Seller hereby warrants and represents to Purchaser that:
(i) Seller has the full right, power, and authority to enter into and
perform this Contract; and no consent, approval, order or authorization of any court or other
governmental entity is required to be obtained by Seller in connection with the execution and delivery of
this Contract or the performance hereof by Seller.
(ii) Except for the lawful application of chemicals in connection
with customary silvicultural practices, to Seller's actual knowledge, there is and has been no I lazardous
Substance stored, handled, transported from or to or disposed in, on or about the Property in quantities
requiring remediation under applicable law prior to the date Seller acquired the Property. Seller further
warrants and represents that since Seller acquired the Property, there have been no Hazardous Substances
stored, handled, transported from or to or disposed in, on or about the Property for or on behalf of Seller,
or to Seller's actual knowledge, by any other party, in quantities requiring remediation under applicable
law. For purposes of this warranty, the term "Hazardous Substance" means any such materials, product,
waste, contaminates, petroleum, crude oil or any fraction thereof or other substances which are listed,
regulated or addressed in any of the following sources as amended from time to time: (i) the Resource
Conservation and Recovery Act of 1976, 42 USC §6901 et. sec . (RCRA); (ii) the Comprehensive
Environmental Response, Compensation and Liability Act of 1980, 42 USC §9601 et. seq. (CERCLA);
(iii) the Hazardous Materials Transportation Act, 49 USC § 1801, et. sec .; (iv) applicable laws of the State
of North Carolina and (v) all other applicable statutes, laws regulations, orders, ordinances, resolutions,
decrees, codes and rules relating to Hazardous Substances.
(b) Purchaser hereby warrants and represents to Seller that Purchaser has the
full right, power and authority to enter into and perform this Contract; and no consent, approval, order or
10919080A

authorization of any court or other govcmmental entity is required to be obtained by Purchaser in
connection with the execution and delivery of this Contract or the performance hereof by Purchaser.
9. Brokerage Commission. At the Closing, Seller shall pay a commission to Mike
Neal & Associates pursuant to a separate agreement (the "Broker"). Seller and Purchaser each warrant
and represent to the other that neither has incurred any liability for any brokerage fee or commission in
connection with the execution and delivery of this Contract or the consummation of the transactions
contemplated hereby, except for the aforesaid commission payable to Broker at Closing. Seller and
Purchaser each agree to indemnify and hold harmless the other from any and all damage, loss, liability,
expense and claim (including but not limited to reasonable attomeys' fees and court costs) arising with
respect to any such fee or commission which may be suffered by the indemnified party by reason of any
action or agreement of the indemnifying party. The provisions of this paragraph 9 shall survive the
Closing or any termination, cancellation or expiration of this Contract.
10, Taxcs; Expenses.
(a) Ad valorem real property taxes on the Property and special assessments
shall be prorated as of the date of Closing. If actual tax bills for the calendar year of Closing are not
available, said taxes shall be prorated based on tax bills for the previous calendar year and the parties
hereto agree to cause a reproration of said taxes upon the receipt of tax bills for the calendar year of
Closing. This obligation to reprorate shall survive the closing of the purchase and sale contemplated
hereby. If the Property is not designated a separate tax parcel, said taxes shall be adjusted to an amount
bearing the same relationship to the total tax bill which the acreage contained within the Property bears to
the acreage contained within the property included within said tax bill.
(b) Seller shall pay the transfer or documentary stamp taxes due in
connection with the recordation of the Deed and Purchaser shall pay all other closing costs associated
with the sale contemplated by this Contract, including, but not limited to recording fees, survey fees and
expenses, and the cost of any title examination and title insurance premium in connection with
Purchaser's owners title insurance policy.
representation.
(c) Each party shall pay its respective costs and expenses of legal
IL . Earnest Money; Default; Remedies.
(a) If the purchase and sale of the Property contemplated hereby is not
consummated because of a default by Purchaser under this Contract, then Seller shall have the right to
require Escrow Agent to pay the Earnest Money to Seller as full liquidated damages and not as a penalty
(the parties hereto acknowledging that Seller's damages as a result of such default are not capable of exact
ascertainment and that said liquidated damages are fair and reasonable).
(b) If the purchase and sale of the Property contemplated hereby is not
consummated because of a default by Seller under this Contract, then Escrow Agent shall promptly return
the Earnest Money to Purchaser and in no event shall Purchaser be entitled to sue Seller for damages,
Purchaser hereby acknowledging that its sole remedy shall be a suit for specific performance.
(c) The duties of Escrow Agent shall be as follows:
10919080.4

(i) During the term of this Contract, Escrow Agent shall hold and
deliver the Earnest Money in accordance with the terms and provisions of this Contract.
(ii) If this Contract shall be terminated by the mutual written
agreement of Seller and Purchaser, or if Escrow Agent shall be unable to determine at any time to whom
the Earnest Money should be delivered, or if dispute shall develop between Seller and Purchaser
concerning to whom the Earnest Money should be delivered, then in any such event, Escrow Agent may
request joint written instructions from Seller and Purchaser and shall deliver the Earnest Money in
accordance with any such joint written instructions received by Escrow Agent. In the event that such
written instructions shall not be received by Escrow Agent within ten (10) days alter Escrow Agent has
served a written request for instructions upon Seller and Purchaser, the Escrow Agent shall have the right
to pay the Earnest Money into a court of competent jurisdiction and interplead Seller and Purchaser in
respect thereof, and thereafter Escrow Agent shall be discharged of any obligations in connection with
this Contract.
(iii) If costs or expenses are incurred by Escrow Agent because of
litigation or a dispute between Seller and Purchaser arising out of the holding of the Earnest Money in
escrow, Seller and Purchaser shall each pay Escrow Agent one-half of such costs and expenses. Except
for such costs and expenses, no fee or charge shall be due or payable to Escrow Agent for its services as
escrow holder.
(iv) By joining herein, Escrow Agent undertakes only to perform the
duties and obligations imposed upon it under the terms of this Contract and expressly does not undertake
to perform any of the other covenants, terms and provisions incumbent upon Seller and Purchaser
hereunder.
(v) Purchaser and Seller hereby agree and acknowledge that Escrow
Agent assumes no liability in connection herewith except for gross negligence or willful misconduct; that
Escrow Agent shall never be responsible for the validity, correctness or genuineness of any document or
notice referred to under this Contract; and that Escrow Agent may seek advice from its own counsel and
shall be fully protected in any action taken by it in good faith in accordance with the opinion of its
counsel.
(vi) Purchaser acknowledges that Escrow Agent regularly represents
Seller and is representing Seller in connection with the transaction contemplated by this Contract, and
Purchaser expressly consents to such representation. In the event that a dispute or litigation arises with
respect to the Earnest Money, the holding of the Eames( Money by Escrow Agent or any other matter
relating to the transaction contemplated by this Contract, Purchaser acknowledges and agrees that Escrow
Agent may represent Seller in connection with such litigation or dispute and Purchaser waives the right to
claim or allege any conflict as a result of such representation.
12. Assignment. Neither party hereto shall assign its rights or obligations hereunder,
in whole or in part, without the prior written consent of the other party, which consent shall not be
unreasonably withheld.
13. No Waiver. No action or failure to act by any party hereto shall constitute a
waiver of any right or duty afforded to such party under this Contract, nor shall any such action or failure
to act constitute an approval of or acquiescence in any breach of this Contract except as may be
specifically agreed in writing.
10919080.4

14. Governing Law. This Contract shall be governed by the laws of the State of
North Carolina.
15. Notice. Any and all notices, elections and communications required or permitted
by this Contract shall be made or given in writing and shall be delivered in person, by electronic mail
transmission, or sent by a nationally recognized overnight courier, to the other parties at the addresses set
forth below, or such other address as may be furnished by notice in accordance with this paragraph. The
date of notice given by personal delivery or by electronic mail transmission shall be the date of such
delivery or such transmission. The effective date of notice by overnight courier shall be the date such
notice is received by addressee.
Seller: FIATP SSF Timber LLC
c/o Forest Investment Associates L.P.
Suite 1250, 15 Piedmont Center
Atlanta, Georgia 30305-1509
Attention: Mr. Michael F. Hart
Facsimile No.: [phone]
E-mail Address: mhart 7forestinvest.com
with a copy to: Sutherland Asbill & Brennan LLP
999 Peachtree Street, N.E.
Atlanta, Georgia 30309-3996
Attention: Haynes R. Roberts
Facsimile No.: [phone]
E-mail Address: havnes.roberis(aa)sutherland.com
Purchaser: Hales Investments, LLC
8027 Business Highway 70 West
Clayton, NC 27520
Attention: Edwin Ray Hales
Facsimile No.:
E-mail Address: ray at halescompanies.com
with a copy to: Ward and Smith
P.O. Box 867
1001 College Court
New Bern, NC 28563-0867
Attention: A. Rexford Willis III
Facsimile No.: [phone]
E-mail Address: arwrwardandsm ith.com
Escrow Agent: Sutherland Asbill & Brennan LLP
999 Peachtree Street, N.E.
Atlanta, Georgia 30309-3996
Attention: Haynes R. Roberts
Facsimile No.: [phone]
E-mail Address: havnes.roberts a,sutherland.com
16919080.4

16. Entire Agreement. This Contract contains the entire agreement among the parties
hereto with respect to the subject matter hereof and cannot be amended or supplemented except by a
written agreement signed by all parties.
17. Captions. The captions of paragraphs in this Contract are for convenience and
reference only and are not part of the substance hereof.
18. Severability. In the event that any one or more of the provisions, paragraphs,
words, clauses, phrases or sentences contained in this Contract, or the application thereof in any
circumstance is held invalid, illegal or unenforceable in any respect for any reason, the validity, legality
and enforceability of any such provision, paragraph, word, clause, phrase or sentence in every other
respect and of the remaining provisions, paragraphs, words, clauses, phrases or sentences of this Contract,
shall not be in any way impaired, it being the intention of the parties that this Contract shall be
enforceable to the fullest extent permitted by laws.
19. Counterparts. This Contract may be executed in counterparts which shall be
construed together as one instrument.
20. Binding Effect. This Contract shall bind the parties hereto and their respective
heirs, legal representatives, successors and assigns.
21. Time of Essence. Time is of the essence of this Contract.
22. No Survival. Except as may otherwise expressly be provided herein, the
provisions of this Contract shall not survive the closing of the purchase and sale contemplated hereby and
shall be merged into the delivery of the Deed and other documents and the payment of all monies
pursuant hereto.
23. Effective Date. The effective date of this Contract (the "Effective Date") is the
later of the date of execution of this Contract by Seller or Purchaser, as indicated below.
24. Time Periods. If the time period by which any right, option or election provided
under this Contract must be exercised, or by which any act required hereunder must be performed, or by
which the Closing must be held, expires on a Saturday, Sunday or legal or bank holiday, then such time
period shall be automatically extended through the close of business on the next regularly scheduled
business day that is not a Saturday, Sunday or legal or bank holiday. If the scheduled date of Closing is a
day when the public office where deeds are recorded or the Clerk of Court's office in Hertford County,
North Carolina is closed or not functioning properly, then the Closing shall occur on the next succeeding
day which is not a day on which such public offices are closed or not functioning properly.
25. Incorporation of Exhibits. All exhibits referred to in this Contract are hereby
incorporated herein by this reference.
26. Approval and Authority. Seller represents that this Contract has been approved
by Seller and will be binding and enforceable against Seller upon execution and delivery hereof by the
undersigned officers or other representatives of Seller and Purchaser. At Closing, Seller will deliver to
Purchaser a Certificate regarding Seller's approval of this Contract and the officers of Seller that are
authorized to execute and deliver documents to consummate the sale pursuant hereto, which Certificate
shall be in the form attached hereto as Exhihil D.
8
10919080.4

incorporated herein by this reference.
26. Approval and Authority. Seller repre • . at this Contract has been approved
by Seller and will be binding and enforceable agar' � er upon execution and delivery hereof by the
undersigned officers or other represent oes 0 Seller and Purchaser. At Closing, Seller will deliver to
Purchaser a Certificate re eller's approval of this Contract and the officers of Seller that are
authorized to e. and deliver documents to consununate the sale pursuant hereto, which Certificate
IN WITNESS WHEREOF, this Contract has been duly executed, sealed and delivered by
the parties hereto the day and year first above written.
Date:_I koLr —y , 2011
Error! Unknown document property name.
SELLER:
FIATP SSF TIMBER LLC, a Delaware limited
liability company
By:
Name: CS L. VanOtter
Title: MCC Pm Went
[Signatures continued on next page]

Date: 3u 2011
PURCHASER:
Hales lnv Kmen s, LLC., a North Carolina
limited lidAlIfflumvimv /
[Signatures continued on next page]

Date: ,ail J 2011
ESCROW AGENT:
SUTBERLAND ASBILL & BRENNAN LLP
)� �
By: U
Partner

rx.•i�rr�
Legal Description
Those certain tract or parcel of land lying in Hertford County, North Carolina, containing
approximately 41.08 acres, which tract of land is bounded on the north by Rivers Road, on the east by
property now or formerly owned by FIATP SSF Timber LLC , on the south by property owned by
Stenroh, Inc., and on the west by an abandoned railroad. The tract or parcel is shown on Exhibit A-1
attached hereto.

EXHIBIT A
Legal Description
"chose certain tract or parcel of land lying in Hertford County, North Carolina, containing
approximately 41.08 acres, which tract of land is bounded on the north by Rivers Road, on the east by
property now or formerly owned by FIATP SSF Timber LLC , on the south by property owned by
Stenroh, Inc., and on the west by an abandoned railroad. 'Die tract or parcel is shown on Exhibit A-1
attached hereto.
12
10919080.4

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EXHIBIT B
Permitted Encumbrances
1. Ad valorem taxes not yet due and payable.
2. All zoning and other governmental land use requirements and governmental restrictions.
3. Rights of third persons and/or public authorities and utilities in and to that portion of the Property
located within the boundaries of roads, highways, casements and rights -of -way, whether of
record, on the ground, or acquired through prescription.
4. All matters which would be revealed by a careful inspection or a current survey of the Properly.
5. Riparian rights of others in and to any creeks, rivers, hakes, streams or other bodies of water
located on or adjoining the Property.
6. All matters of record.
7. Any discrepancy between (a) the boundary lines of the Property as described in any new survey
of the Property obtained by Purchaser/Grantee and the legal description of the Property based on
such survey and set forth in the deed from Scller/Grantor to Purchaser/Grantee and (b) the
boundary lines of the Property as described in the description of the Property contained in the
deed by which Seller/Grantor acquired title to the Property.
14
10919080.4

EXHIBIT C
AFFIDAVIT AS TO LIENS AND POSSESSION
Personally appeared before me, the undersigned officer, who,
being first duly sworn, deposes and says on oath to the best of his actual knowledge, without independent
investigation or inquiry, as follows:
1. That he is of FIATP SSF'rimber LI_C, a Delaware limited liability
company ("Seller") and is duly authorized to make and give this Affidavit for and on behalf of Seller.
2. That Seller is the owner of good and marketable fee simple title in and to those certain
tracts or parcels of real property located in Hertford County, North Carolina, being more particularly
described on Exhibit A attached hereto and incorporated herein by reference, subject to the matters set
forth on Exhibit B attached hereto and incorporated herein by reference (the "Property").
3. Seller is lawfully seized and possessed of the Property and has a good right to convey it,
that there are no unrecorded easements, leases or agreements affecting the Property except as set forth on
Exhibit B attached hereto, and that there are no rights or claims of parties in possession, except as set
forth on Exhibit B attached hereto.
4. There are no pending suits, proceedings, judgments, bankruptcies or executions against
Seller which might affect the Property and that there are no liens or claims thereof, inchoate or otherwise,
by laborers, materialmen, or others for improvements on the Property which might affect the Property.
5. No work, improvements or repairs have been made on the Property during the 125 days
immediately preceding this date for which full payment has not been made, that there are no outstanding
bills for labor and materials used in making improvements or repairs on the Property, or for services of
architects, surveyors or engineers in connection therewith which have not been fully paid and there are no
outstanding contracts for the making of improvements or repairs on the Property or on any property of
which all or any portion of the Property is a part.
Sworn to and subscribed before
me this _ day of 201_.
Notary Public
My Commission Expires
[Notary Seal)
10919080.4

EXIIIBIT B
to Affidavit as to Liens and Possession
Pemtitted Encumbrances
I . Ad valorem taxes not yet due and payable.
2. All zoning and other governmental land use requirements and governmental restrictions
3. Rights of third persons and/or public authorities and utilities in and to that portion of the Property
located within the boundaries of roads, highways, easements and rights -of -way, whether of
record, on the ground, or acquired through prescription.
4. All matters which would be revealed by a careful inspection or a current survey of the Property.
5. Riparian rights of others in and to any creeks, rivers, lakes, streams or other bodies of water
located on or adjoining the Property.
6. All matters of record.
7. Any discrepancy between (a) the boundary lines of the Property as described in any new survey
of the Property obtained by Purchaser/Grantee and the legal description of the Property based on
such survey and set forth in the deed from Seller/Grantor to Purchaser/Grantee and (b) the
boundary lines of the Property as described in the description of the Property contained in the
deed by which Seller/Grantor acquired title to the Property.
10919080.4

EXHIBIT D
CERTIFICATE
I, Samuel R. Grice hereby certify as follows:
I. That 1 am the duly elected and authorized Secretary of FIATP SSF Timber LLC, a
Delaware limited liability company (the "Company"); and
2. The Company has approved the sale of approximately 41.08 acres of land located in
Hertford County, North Carolina to Hales Investments, LLC, a North Carolina limited liability company
in accordance with the terms of that certain Purchase and Sale Agreement dated as of
3. That any one of L. Michael Kelly, the President of the Company, or Charles L. VanOver
or Marc A. Walley, each a Vice President of the Company, or Michael F. Hart, an Assistant Vice
President of the Company, is authorized and directed to execute and deliver, or cause to be executed and
delivered, with or without a corporate or other seal, such deeds, assignments, affidavits, settlement
statements, notices, releases, consents, approvals, waivers, certificates, agreements, undertakings,
supplements, amendments, further assurances or other documents, instruments or communications as may
be necessary or advisable in order to consummate the sale transaction contemplated above.
4. This Certificate is made and delivered for the benefit of Purchaser, who shall be entitled
to rely upon the matters set forth herein in connection with the purchase of the aforesaid real property .
IN WITNESS WHEREOF, I have set my hand and seal this day of
.2011.
Samuel R. Grice
10919080.4

EXPRESS
APR 26 2011
NC ®ENR
STRUCTURAL-, COATINGS
HERTFORD
Hertford Co, NC
STORMWATER
PRELIMINARY CALCULATIONS
April 25, 2010
SAL` t
20100,t5_=t1
ELARTLEYT
@IGPMG & SUiVM PC
1906 Nash Strec9 North Wilson, NC 27893-1726
Phone: [phone] Fax: [phone]
Rober(C)bat11LueO .c�om

STRUCTURAL PRODUCTS HERTFORD CO.
CONSTRUCTED WETLANDS CALCULATIONS
D.A. BUILT UPON BUA./
BMP DESIGN DRAINAGE AREA(BUA) D.A.
16
BMP AREA#1
BMP AREA#1
i
DRAWDOWN ORIFICE SIZE (INCHES)
2
TEMP. POOL VOLUME PROVIDED
14,366
DRIVING HEAD (FT) (Ho/3)
0.340
DISCHARGE(CFS)
0.061
DRAWDOWN TIME DAYS
2.72
BMP AREA#2
DRAWDOWN ORIFICE SIZE (INCHES)
/
1
TEMP. POOL VOLUME PROVIDED
V
3,860
DRIVING HEAD (FT) (Ho/3)
0.340
DISCHARGE (CFS)
0.015
DRAWDOWN TIME DAYS
2.92
Rv
0.20
MAX
"STORAGE SURFACE STORAGE AREA
REQUIRED AREA AT PROVIDED D Plants REQUIRED
/
BMP AREA#1
SURFACE AREA(Elev. 32.0')
14.366
SHALLOW LAND
5400
37.59%
SHALLOW WATER
5882
40.94%
DEEP POOLS(FOREBAY)
1881
13.09%
DEEP POOLS
1203
8.37%
BMP AREA#2
+
SURFACE AREA (Elev. 35.0')
3.860
V
SHALLOW LAND
1514
39.22%
SHALLOW WATER
1559
40.39%
DEEP POOLS(FOREBAY)
456
11.81%
DEEP POOLS
331
8.58%
30-40
38-42
10-15
5-10
30-40
38-42
10-15
5-10
ACRE
INCHES
1.07
STORAGE TOP
DEPTH SURFACE AREA TOP

Structural Coatings Hertford -Hertford Co, NC
STORMWATER POND PRELIMINARY CALCULATIONS
PRELIMINARY POND DESIGN DATA
POND
RESIDENTIAL
DRAINAGE AREA (ACRES)
14.77
IMPERVIOUS AREA
11.98
MAX IMPERVIOUS AREA
81%
AVG. POOL DEPTH (FEET)
4.5
TSS REMOVAL
90%
SA/DA RATIO@80 % imp area
6.48
(From NCDW O Stormwaler BMP Chart)
SURFACE AREA REQUIRED (SF)
41,691
SURFACE AREA PROPOSED SF
41,992
DRAWDOWN ORIFICE SIZE (INCHES)
4
TEMP. POOL VOLUME PROVIDED
63,103
DRIVING HEAD (FT)
0.41
DISCHARGE(CFS)
0.269
DRAWDOWN TIME (DAYS)
2.72
OPTION#2 d..
_ (0.25'(11Aw� m.,1A,_ "))*(((Amy m.PAwi_1.d)12)'Depth1Awi
.n.n)
Permanent Pool Elevation
34.0
Pond Bottom Elevation
27.75
Depth (Bottom of Vag. Shelf to Pond Bottom)
5.75 (Depth from bottom shelf to bottom pond)
A..n.d
36038 Elev--33.5
A,.,.a
41992 Elev--34.0
A.., p,nd
15864 Elev--27.75
d.,
4.61
DESIGNED TO CAPTURE 1.5" RUN-OFF
wav
D.A. BUILT UPON BUAJ Rv
STORAGE
BMP
DRAINAGE AREA (BUA) D.A.
REQUIRED
AREA
AREA SF / SF)
(CF)/
DENTION BASIN
643,381 521,849 V 0.81 0.78 V 62729
STORMWATER DETENTION BASIN
The storm water detention basin was designed at 90%TSS removal. The detention
pond meets the required 2-5 day drawdown for a 1-in storm event.
Elevation: 34.0' permanent pool to 37.0' top of dike (with 1.0'+ freeboard)
Maximum Elevation: 35.98' for a 100-yr storm event
Inlet Box: Crest Elevation 35.30'
Inlet Box-24"x36"
Barrel: Free Outfall
Diameter = 18.0" RCP
Emergency Weir
Elevation=35.60'
Length=150'
Orifice Structure:
One opening
Invert Elevation 34.0'
Diameter = 4.0"
Dmwdown Time:
Approximately 2.72 days (1.5" storm event)

WET DETENTION BASIN VOLUMES DETERMINED FROM PLAN CONTOURS
rVVL
AREA
INCREMENTAL
STORAGE VOLUME
STAGE
ELEV FT
ACRES
AREA SO FT
VOLUME ICU FT
CUMMULATIVE AVG VOLUME CU FT
0
27.50
0.0571
2,487
0
0
1
28.50
0.0702
3,058
2,772
2,772
2
29.50
0.8630
37,592
3,408
6,180
3
30.50
0.1044
4,548
4,154
10,334
4
31.50
0.1237
5,388
5,169
15,503
5
32.50
0.1437
6,260
5,624
21,127
6
33.50
0.1644
7,161
6,712
27,839
6.5
34.00
0.2195
9,561
4,180
32,019
MAIN POND VOLUMES BELOW PERMANENT POOL
STAGE
ELEV FT
AREA
ACRES
AREA SO FT
INCREMENTAL
VOLUME ICU FT
STORAGE VOLUME
CUMMULATIVE AVG VOLUME CU FT
0
27.75
0.3642
15,865
0
0
0.25
28.00
0.3757
16,365
4,028
4.028
1.25
29.00
0.4227
18,413
17,388
21,416
2.25
30.00
0.4712
20,525
19,468
40,884
3.25
31.00
0.5213
22,708
21,617
62,501
4.25
32.00
0.5730
24,960
23,833
86,334
5.25
33.00
0.6262
27,277
26,118
112,452
5.75
33.50
0.6534
28,462
13,935
126,387
6.25
34.00
0.74
32,426
15,223
141,610
TOTAL POND VOLUMESABOVE PERMANENT POOL
STAGE
ELEV FT
AREA
ACRES
AREA SO FT
INCREMENTAL
VOLUME CU FT
STORAGE VOLUME
CUMMULATIVE AVG VOLUME CU FT
0
34.00
0.9640
41,992
0
0
0.5
34.50
1.1051
48,138
22,533
22,533
1
35.00
1.1826
51,514
24,913
47,446
1.3
35.30
1.2137
52,869
15,657
63,103
1.5
35.50
1.2448
54,223
10,765
73,868
2
36.00
1.3295
57,913
27.957
101.825
3
37.00
1.5049
65,553
61,733
163,558

North Carolina Department of Environment and
�► Submit:Natural Resources
NCDENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(sJ you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(ancdenr.gov Enter Related SW
Permits of request
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.lee(a)ncdenr.gov
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(a)ncdenr.gov SW
• Washington Region -Lyn Hardison 252.946-9215 or lyn.hardison(a,ncdenr.gov SW
ton Region -Janet Russell 910-350.2004 or janet.russelicaMcdenr.gov SW
• Wilmington 9 SW
NOTE: Project application received after 12 noon will be stamped in the following work day. SW �/
Project Name: STRUCTURAL COATINGS HERTFORD County: HERTFORD EXPRESS
Applicant: RAY HALES Company: HALES INVESTMENTS, ULC
Address: 8027 UM BUS HWY W City: CLAYTON, State: NC Zip: 27520-_ APR 2 6 2011
Phone: [phone], Fax: _ _ . Email: [e-mail]
Physical Location:SOUTHEAST CORNER OF INTERSECTION OF RIVER RD (461) AND FARMERS CHEMICAL RD EAST OF MONDENR
Project Drains into R NSW waters — Water classification 25 (for classification see-http://h2o.enrstate.nc.usibims/reports/repogsWB.html)
Project Located in CHOWAN River Basin. Is project draining to class ORW waters? N , within Y: mile and draining to class SA waters N or within 1 mile and
draining to class HOW waters? N
Engineer/Consultant: JON MEADE Company: BARTLETT ENGINEERING AND SURVEYING, PC
Address: 11906 NASH STREET City: WILSON. State: NC Zip: 27893 J v\) `1 1 (G q—t
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
® Scoping Meeting ONLY ® DWO, ❑ DCM, ® DLR, ❑ OTHER: he,a 21 r (11 P41 .441 3 P ad
S V1nS�
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING 5 P r- pLv
fR. P e c A
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland ( linear ft to r acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility . ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site (SW (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MODE] Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 15? acres to be disturbed.(CK # l (.35' (for DENR use)) f, 14 3:"
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: ac re(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
For DE.NR use only
Fee Split for multiple permits: (Check # •� � ( l Total Fee Amount S ' C'
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ L0, ❑ Gen)
$ _ tt-y^
401:
$
LDS
$.Jr-r-,.c,
Stream Deter,_
$
NCDENR EXPRESS March 2009

HALES ANVESTM ENTS LLC . 1637
403 PARKRIDGE DR.BS. 919-553-3034 - - -
CLAYTON, NC 27527-6632
_ \ - .. .. DATE ` "C .1-
PAY
ORDER OF - 1\� V �= `�
wK (L 'l 1iz7.4'S /kr✓�] i-� U I. . - -- DOLLARS- e
i ; ♦ BMNCH BM'KING MD TRUST C PMY
178WRANK BBT BBT.com
FOR-
6.0000 163?-0 I: OS-3 LO i.l 2-11:0005 10'l 1449'2.7
EXPRESS
APR 2 6 2011
NC ®ENR

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM APR 2 6 2011
SEDIMENTATION POLLUTION CONTROL ACT �� ®���
EXPRESS PERMITTING OPTION 08012007
No person may Initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Structural Coatings Hertford
2. Location of land -disturbing activity: County Hertford City or Township Winton
Highway/Street River Rd. Latitude 36.361894 Longitude 76.866091
3. Approximate date land -disturbing activity will commence: Spring (ASAP)
4. Purpose of development (residential, commercial, industrial, institutional, etc.): industrial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 21.88 acres
6. Amount of fee enclosed: $ 3430.00. The Express Permitting application fee is a dual charge. The
normal fee of $65.00 per acre is assessed without a ceiling amount. In addition, the Express Permitting
supplement is $250,00 per acre up to eight acres, after which the Express Permitting supplemental fee
is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE: Both fees are rounded up to the next
whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control Issues arise during land -disturbing activity:
Name Burrows Smith E-mail Address burrows7036(a)yahoo.com
Cell # Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
15 Redwent Ctn'te
Current Mailing Address
�T�h PA t Ci l�
City State Zip
it
Current Street Address
u0y -dca - 9s _7q
Fax Number
City State, Zip
10. Deed Book No. 676 Page No. 281 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Ray Hales/Hales Investments ray0halescomoanies.com
Name E-mail Address
8027 US 60 Bus Hwy W
Current Mailing Address
Clayton NC 27520
City State Zip
Current Street Address
City State Zip
Telephone Fax

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State Zip
E-mail Address
Street Address
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
E-mail Address
Street Address
City State Zip
Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Bartlett Engineering and Surveying, PC
Engineering Firm or other consultant
Jon Meade
Individual contact person (type or print)
ion(c)bartletteng.com
E-mail Address
252-399-0704 252-399-0804
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any charjg the information provided herein.
Owner/President
Title or Authority
4-it •,L.,f(
Date
a Notary Public of the County of ,John `kr
State of North Carolina, hereby certify that F,%w; n };" Huki appeared personally
before me this day and being duly sworn acknowledged thaHhe above form was executed by him.
Witness my hand and notarial seal, this P h day of Qq,' i ,.2/0 ( 1
�\(AI= y \ydr Notary L 'Q�71Pi1 i �. 17rO/l
My commission expires %264A2j<

14,

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North Carolina Secretary of State
Page 1 of l
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh. NC 27626-0622 [phone]
Date: 4/18/2011
Click here to:
View Document Filings I Sign Up for E-Notifications I
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name
Name Type
NC HALES
LEGAL
INVESTMENTS, LLC
NC HALES -SMITH
INVESTMENTS, LLC
PREV LEGAL
NC HALES -SMITH
INVESTMENTS, INC.
PREV LEGAL
Limited Liability Company Information
SOSID:
0839212
Status:
Current -Active
Effective Date:
6/12007
Dissolution Date:
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
HALES, E RAY
Olce Address:
403 PARKRIDGE DR'.,
CLAYTON.NC'Qf520' "
Mailing Address:
403 PARKRIDGE DR.
CLAYTON NC 27520
Principal Office
Office Address:
403 PARKRIDGE DRIVE
CLAYTON
Mailing Address:
403 PARKRIDGE DRIVE
CLAYTON NC 27520
Officers
iTititt r
MANAGER
MANAGER
Name•.
E HALES;'x , �
Business Address:
403 PARKRIDGE,D-
CLAITON1NC27520
This website Is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3266
http://www.secretary.state.ne.us/corporations/Corp.aspx?Pitemld=8219593 4/18/2011

Soil Map -Hertford County, North Carolina
Map Unit Legend
Structural Steel Products
Hertford County, North Carolina (NC091)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CrA
Craven fine sandy loam, 0 to 1
percent slopes
6.3
5.7 %
CrB
Craven One sandy loam, 1 to 4
percent slopes
19.2
17.3 %
LF
Leaf loam
66.0
59.7%
Ln
Lenoir loam
14.3
13.0 %
Wf
Winton soils, 12 to 60 percent
slopes
4.8
4.3%
Totals for Area of Interest
110.6
100.0 %
USDA Natural Resources Web Soil Survey 2/10/2011
QN Conservation Service National Cooperative Soil Survey Page 3 of 3

Soil Map —Hertford County, North Carolina
(Structural Steel Products)
MAPLEGEND
MAP INFORMATION
Area of Interest (A00
LZ Very Stony Spot
Map Scale: 1:4,950 if printed on A size (8.5" * 11") sheet.
Area of Interest (AO1)
1, Wet Spot
The soil surveys that comprise your AOI were mapped at 1:24.000.
Sofa
s Other
Please rely on the bar scale on each map sheet for accurate map
Soil Map Units
measurements.
Special Line Features
Special
Point Features
- Gully
Source of Map: Natural Resources Conservation Service
0
Blowout
Web Soil Survey URL: http://websoilsumy.nres.usda.gov
Short Steep Slope
Coordinate System: UTM Zone 18N NAD83
®
Borrow Pit
Other
This product is generated from the USDA-NRCS certified data as of
X
clay spot
Political features
the version date(s) listed below.
♦
Closed Depression
Cities
Soil Survey Area: Hertford County, North Carolina
X
Gravel Pit
Water Features
Survey Area Data: Version 14, Mar 29, 2009
..
Gravelly Spot
Oceans
Date(s) aerial images were photographed: 7/1812006
®
Landfill
Streams and Canals
The orthophoto or other base map on which the soil lines were
A
Lava Flow
Transportation
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
46
Marsh or swamp
... Rails
of map unit boundaries may be evident.
st
Mine or Quarry
Interstate Highways
Miscellaneous Water
- US Routes
p
Perennial Water
Major Roads
v
Rock Outcrop
i`/ Local Roads
}
Saline Spot
.
Sandy Spot
_
Severely Eroded Spot
G
Sinkhole
1)
Slide or Slip
jg
Sodic Spot
tg
Spoll Area
p
Stony Spot
USDA Natural Resources Web Soil Survey 2/1012011
Conservation Service National Cooperative Soil Survey Page 2 of 3

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