SW7070418_HISTORICAL FILE_20120326

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �����(
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ya,�p
YYYYM M DD

11�
MCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Harrell Enterprises, Inc
Attn: Mr. J.M. Harrell
PO Box 688
Ahoskie, NC 27910
Dear Mr. Harrell:
Division of Water Quality
Charles Wakild, P. E.
Director
March 26, 2012
Subject: Stormwater Permit SW7070418
File Review
Duck Thru Convenience Store No. 26
Bertie County
Dee Freeman
This Division issued state Stormwater Permit SW7070418 to Harrell Enterprises, Inc on May 7,
2007 for the construction of a wet detention pond system. Under Part 11.6 (Schedule of Compliance),
this permit requires a certification that the permitted facilities have been constructed according to the
approved plans and specifications. Upon reviewing our files, that certification has not been submitted
to our office.
Please provide a copy of the certification, or a statement that the project has not been completed, to
this Office at the letterhead address within 30 days of receipt of this letter. If you have questions,
please feel free to contact me at [phone].
Sincerely,
Bill Moore
Environmental Engineer
Washington Regional Office
Cc WARO Stormwater Files
North Carolina Division of Water Quality Internet: www.newaterqualitvorg
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled110% Post Consumer Paper
Nne
orthCarolina
Naturally

_,� StaterStormwafer Management Systems
..Permit No. SV 7070418
Stormwater Permit.No. SVV7070418
Bertie County
Designer's Certification
1, Thomas W. Harwell , as a duly registered Engineer in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
DUCK THROUGH FOOD STORE k 26
(Project)
for J. Michael Harrell (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
NOV 21 2007
Signature 1� &_
Registration Number 4-3 (P
Date _ _ lC% /&%Z9'0"7
1
Page 6 of 7

0
J

State StormwateP Maria emenYS stems
Permit No. SW70704
.. 18
Certification Requirements: yr
x 1. The drainage area to the system contains approximately the permitted acreage.
_x 2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
x 3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
x 4. All roof drains are located such that the runoff is directed into the system.
x. 5. The bypass structure elevations are per the approved plan.
x 6. The bypass structure is located per the approved plans.
x 7. A Trash Rack is provided on the outlet/bypass structure.
* 8. All slopes are grassed with permanent vegetation.
x 9. Vegetated slopes are no steeper than 3:1.
x:. 10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
_X11. The permitted amounts of surface area and/or volume have been provided.
x 12. All required design depths are provided.
X_13. All required parts of the system are provided.
x 14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Bertie County Building Inspections
* 8. All slopes are seeded and mulched. Grass seed has not germinated because
of extream drought conditions.
First rain / moisture on 11/14/07
of inspection.
Very little water in system at time
Page 7 of 7

A�
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator.
• Fayetteville or Raleigh Region -David Lee 919.791-4203; david.leeCg ncmail.net
litlLti�if)�
Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick.grogan(a)ncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardisonc@,ncmaii.net APR 2 5 2007
• Wilmington Region -Cameron Weaver 910-350.2004 or cameron.weaver(cDncmail.net
Project application received after 12 noon will be stamped in the following work day. DWQ-INARO
APPLICANT Name J. Michael Harrell. President
Company Harrell Enterprises Inc. Address PO Box 688 City/State Ahoskie, NC Zip 27910
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO UT to Indian Creek SURFACE WATER CLASSIFICATION C (Roanoke)
PROJECT Name Duck Thru Food Store # 26 County Bertie
PROJECT LOCATION (ADDRESS) SW CORNER OF INTERSECTION OF HWY 11 & 308
ENGINEER/CONSULTANT James Galloway
Company Carolina Benchmark
Address 102 Oakmont Drive City/State Greenville, NC Zip 27858
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required []Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
Rv STORMWATER ❑Low Density [N High Density -Detention Pond
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration
WETLANDS MUST BE ADDRESSED BELOW
❑ High Density -Other
❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY PC Erosion and Sedimentation Control Plan with 3.91 acres to be disturbed.(CK III D (for DENR use))
❑ WETLANDS (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
/ Buffer Impacts: ❑ No ❑ YES: acre(s)
/ Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
/ Permit Received from US ACOE ❑ Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
Fee Split for multiple permits: (Check # OSC63S )
Total Fee Amount 8 41-(YC'
SUBMITTAL
DATES
Fee
SUBMITTAL DATES
Fee
CAMA
I
I Variance ❑ Ma"; El Min
SW HD; LD
ZS--C°1
.;LLx:,
401:
LQS
- L, -o (
' Ly;
Stream Deter,_

APR 2 5 2007 WET POND CALCULATIONS
DUCK TRUCK
DWQ-VVAR0 LEWISTON,ROUGH BERT E COUNTY,ON.C.
DRAINAGE AREA = 3.91 ACRES
IMPERVIOUS AREA = 2.73 ACRES
% IMPERVIOUS = 70%
USE 4 FOOT DEEP POND, 90% TSS REMOVAL, NO VEGETATIVE BUFFER
SA/DA = 6.0% FROM CHART
MINIMAL REQUIRED SURFACE AREA AT PERMANENT POND LEVEL:
0.60 X 3.91 = 0.23 AC FT = 10,219.2 SF AT ELEVATION 68.0 FT
SURFACE AREA PROVIDED AT PERMANENT POND ELEVATION 13,284 SO FT.
MINIMUM REQUIREMENTS FOR TEMPORARY POOL:
Rv=0.50+0.009(70) Rv = 0.68
VOLUME =(1/12)(0.68)(3.91)(43560)=8,584 CUFT y,60c4
VOLUME OF TEMPORARY POOL FROM 68 FT TO 69 FT.
TP SURFACE AREA = 16,278
PP SURFACE AREA = 13,284
29,562 . 2=14,781 SO FT X 1 FT=14,781 CU FT
PERMANENT POOL VOLUME,
PP BOTTOM AREA = 6,183 SF
PP SURFACE AREA = 8,575 SF
15,050 -2 X 4 FT DEEP = 30, I OOCU FT
FORE BAY BOTTOM AREA = 2,232 SF
FORE BAY SURFACE AREA = 5,893 SF
8,125 SF - 2 X 3 FT DEEP = 12.188 CU FT
42.288 CU FT
VOLUME OF FORE BAY REQUIRED 42,288 X 0.20 = 8,458 CU FT
VOLUME OF FORE BAY PROVIDED = 12,188 CU FT
ORIFICE SIZING:
Q2 DAY = 14,781 - 172,800 SEC = 0.09 CFS
Q5 DAY = 14,781 - 432,000 SEC = 0.03 CFS
CHOOSE 1.5 "CIRCULAR ORIFICE AVERAGE HEAD = I FT-(.5)(1.5-12)-(2)=0.48
Cd = COEFF. OF DISCHARGE = 0.6 g = 32 2FT/SEC
AREA OF ORIFICE A=0.0122
Q = Cd A 2gh
Q = 0.60 X 0.0 122 N 2 X 32.2 X 0.48
Q = 0.6 X 0.0122 X 0.48 = 0.040 SAY 0.04
Q = 0.4 CFS (0.03 < 0.04 < 0.09}`,' '"
.0
27858
,a
1
.. �II'8080®601Y

STORM WATER TREATMENT NARRATIVE
FOR
DUCK THROUGH TRUCK STOP AND SERVICE STATION
LEWISTON, BERTIE COUNTY, N. C.
DUCK THROUGH TRUCK STOP AND SERVICE STATION is proposed to be built on a
3.91 acre lot on the south west corner of the intersection of NC 11, and NC
308 HIGHWAYS IN Bertie County N. C. The site is presently un-developed.
Improvements to the property will consist of a single building, gasoline and
diesel pumps, parking and drainage improvements, and Storm Water and Erosion
Control facilities. This plan was prepared by Carolina Benchmark Engineers -
Surveyors -Planners, Inc. As Engineers for the owner. All correspondence
concerning this should be sent to Carolina Benchmark, 102 Oakmont Drive,
Greenville, NC 27858 or by telephone at [phone].
The entire site will be disturbed during the construction process. The
building and parking area will be constructed in accordance with the enclosed
plans. Erosion and sedimentation practices will be installed and carried out
as shown on the enclosed Erosion and Sedimentation Control Plan. Work on this
portion of the development will began in May of 2006. The land disturbing
activity to take place on the property will be the clearing of stumps and root
debris from the previously clear cut wooded site, grading of the building pad
and parking areas, and the building of the drainage and storm water treatment
facilities. The total land area to be disturbed by construction will be
slightly less than 3.9 acres of a total acreage of 3.91 acres.
All rain water from this site will be routed to the FORE BAY through 2
curb drop basins and along a swale. The storm water treatment facility will be
along the south side of the lot as shown on the drawings. The land around the
site is very flat and the only drainage structure near the site is the NC
Highway 11 side swale. The Detention and treatment facility was designed in
accordance with section 1.0 Wet Detention Basins, of the Storm water Best
Management Practices by NC DENR.
According to the US Department of Agriculture, Soil Conservation
Service, Soil Survey of Bertie County North Carolina, the soil on the site is
Lynchburg (Ly),Fine-loamy, siliceous, thermic Aerie Paleaquults. The water
management table shows Lynchburg soil to have only moderate limitations for
both reservoir and aquifer -fed excavated ponds. Soil borings performed on site
at the location of the proposed ponds confirm the soil properties shown on the
Engineering Index Properties shown in the Soil Survey.
The pools will be used as an erosion control device during construction
and all sediment will be removed after any significant soil build-up in the
Fore bay after each rain fall and at the completion of construction. The owner
has agreed to maintain the pools in accordance with the requirements listed in
the application form. A Engineers calculation sheet is attached to this
application.
At the end of construction, and after the sides of the pond and the
entire pond area has 90% grass cover and the ponds have had final debris
removal all areas of the pond having less than 1 foot of water cover at the
permanent pond level will be planted as follows:
1. Broomsage ( Andropogon Virginicus) 20 lbs per acre
Tolerant to fluctuating water levels.
2. Cattail (Typher Spp) 20 lbs per acre
High pollutiant treatment value and grows well in Eastern NC

A chain link fence at least 4 feet high shall be placed around the pond
area. This fence will need to be taken down for access to clean out the ponds
from time to time. Water in the Primary Pond can be drained to the 66.5 foot
level by removing the drain cap in the outlet box. The remaining water in the
primary pool and the For Bay will require pumping for pond maintenance.

Name of Stream Description
Curr. Class Date Prop. Class Basin Stream Index #
Canal Gut
From source to Roanoke
C
09/01/74
Roanoke
23-46
River
Indian' .,Creek.
From. source, to --Roanoke-
C
09/01:/,74:
Roanoke
23-47L
River
Coniott Creek
From source to Roanoke
C
07/01/73
Roanoke
23-48
(Town Swamp)
River
Frog Level Swamp
From source to Coniott
C
09/01/74
Roanoke
23-4e-1
Creek
Conine Creek
From source to Roanoke
C
09/01/57
Roanoke
23-51
River
ROANOKE RIVER
From 1S mile marker at
C;Sw
09/01/57
Roanoke
23-(53)
Janesville to Albemarle
Sound (Batchelor Bay)
Broad Creek
From Source to Roanoke
C;Sw
09/01/57
Roanoke
23-54
River
Cut Cypress Creek
From Roanoke River to
C;Sw,
09/01/57
Roanoke
23-54-1
Broad Creek
Charleston Creek
From source to Broad
C;Sw
09/01/57
Roanoke
23-54-2
i
Creek
Cow Creek
From source to Broad
C;Sw
09/01/57
Roanoke
23-54-3
Creek
Bull Creek
From source to Cow Creek
C;Sw
09/01/57
Roanoke
23-54-3-1
ALBEMARLE SOUND
West of a line
B;Sw
09/01/74
Roanoke
24
(Batchelor Bay)
extending from a point
of land 0.3 mile north
of mouth of Morgan
Swamp in a Southerly
direction to a point of
land on the eastside of
the mouth of Roanoke
River
Eaetmoet River
From Roanoke River to
C;Sw
09/01/57
Roanoke
24-1-(1)
N.C. Hwy. 45
Eastmost River
From N.C. Hwy. 45,
B;Sw
09/01/74
Roanoke
24-1-(2)
including cutoff
between Eaetmoet River
and Middle River to
Albemarle Sound
Cashie River
From source to a point
C;SW
09/01/57
Roanoke
24-2-(1)
1.0 mile upstream from
Bertie County SR 1500
Wahtom Swamp
From Source to Cashie
C;Sw
09/01/74
Roanoke
24-2-2
River
Connaritsa Swamp
From source to Cashie
C;Sw
07/01/73
Roanoke
24-2-3
River
White Oak Swamp
From Source to Cashie
C;Sw
07/01/73
Roanoke
24-2-4
River
Redbud Branch
From source to White
C;Sw
07/01/73
Roanoke
24-2-4-1
Oak Swamp
Page 3 of 5

C T If.

CONVENTIONAL AND SPECIAL
SYMBOLS LEGEND
CULTURAL FEATURES
SPECIAL SYMBOLS FOR
BOUNDARIES
SOIL SURVEY
Natbnal, state or proving
— — —
MISCELLANEOUS CULTURAL FEATURES
SOIL DELINEATIONS AND SYMBOLS
B.B Bot
County or grid)
—
Farmstead, hour•
ESCARPMENTS
(omit in urban a•aas)
Minor civil division
Churcn
k
Bedrd<a
..................
(voinla da.n slope)
Rewetlan(nabhired dr park.
wal••••••_
anfaint car park,
R.001
i
Oter Man bedrock
......
and Largeirpod)
(Poinbown dslope)Indian
remind Ulpsl)
�lua�.a
SHORT STEEP SLOPE
..........
Land grant
_.._
).ones .butt lfaal)
GULLY
,,,,,,,,,,,,,,,,,,,,,,
Limit of soA survey (b0ep
Tank (bbet)
• "
DEPRESSION OR SINK
0
Field •bait.."fine and neolline
Wells, oil or gas
9
SOIL SAMPLE
S
O
AD HOC BOUNDARY (heel)
1
(grmally not N.wn)
IAA' 1'�—;
Wma.in
`"-'P"=.i___
g
MISCELLANEOUS
Small akps,L id,da, perk. oilfield,
aloe �Yy,l
M
damey, or ibod pool
Kitchen midden
Blowout
STATE COORDINATE TICK
I
CLay spot
M
LAND DIVISION CORNER
U i + ,y
Macleod, end Land g ends)
Gravely spot
..
ROADS
WATER FEATURES
Gumbo, sliIX or cabby slat (aediq
td
Divides (mesten sMwn
if grmib)
O.m.a and oth., fimiler
=
Other rood,
DRAINAGE
mansoil areas
Perennfal,dgpb lino
�--�
Prominent hill or pezk
'
Trail
— — — — —
Pennnid. air& lip
�._/ �
RocY outcrop
ROAD EMBLEM d DESIGNATIONS
(includes sandsbne and shale)
Impemdtent
Salin•spot
+
InMstate
Q
F•SfN
V
D,mits a and
Sandy spot 1 2
nals 0, death..
Camels
Severely eroded spot a 2 off,
State
O
Double4m. Label)
Slide or slip lbq Point..doq)
County, farm or ranch
17.1
Drainage ante/or k,.t r,
Spiny spot, very stony spot
0 OB
RAILROAD
�.
LAKES. PONDS AND RESERVOIRS
POWER TRANSMISSION LINE
""—"--'
rinwird lly not shown)
Perennfal
%\ Q
CmJ
PIPE LINE
IMrmaly his ahpv.nl
Intermittent
it ` 1
FENCE
_irtf
(normally not sRdwM
MISCELLANEOUS WATER FEATURES
LEVEES
Marsh or avramp
W}.
weli road
unuuunui
Spring
p
Wdhrad
rl nrunruur
Well. artesian
�.
With r.,Ir.d
,,,,,,,
WNI, Irrigation
o
DAMS
Large Air sole)
Wet spat<2 ed
i
Micron or Small
PITS
Gravel pit
X
Mine orRarry<5 ac
y(,
k�)

SOIL LEGEND
Sell map symbols and map unit names are alphabetical.
Map symbols are le It en. The first letter of the symbol. a caoit al. is
the inilial letter of the soil or miscellaneous area name. The secend
letter is lower case, accept in broadly defined map units, in which
Casa II is a Capitol left.'. The third letter, where used, is a capital
letter and denotes slope. Symbols with only two letters, one
uppercase and one lower case, indicate, nearly level solls.
Broadly defined map antis, in addition to having all
capital letters are further indicated by the footnote y
SYMBOL NAME
AtA Altavista fine sandy loam. 0 to 3 percent slopes
Au Augusta tine sandy loam
BBy Bibb and Johnston I.ems, frequently flooded
Rob Buneau loamy and, 0 to 6 percent slopes
BOC B rrr.a. loamy and. 6 to IO percent slopes
Ch Chewacla loam. frequently flooded
CnB Cocaine IOamy and, 0 to 5 percent sleets
CrA Craven fine sandy loam.0 t0 I percent slopes
CrB Craven fine sandy loam, 1 to a percent elopes
CrC Craven fine sandy loam, A t0 8 percent slopes
DgA Dogue sandy loam. 0 to 2 percent slopes
D,B Bogus sandy loan, 2 to 6Percent slopes
DgC Dogue sandy loam, 6 to 12 percent slopes
Dk Donavan mucky post, frequently flooded
E.A Exurb very fine sandy loam. 0 to 2 Percent slopes
EXB Eaom very fine sandy loan, 2 to 5 percent slopes
GUA G.W91b ro sandy loam, 0 to 3 percent slop..
at Grantham slit loam
Lf Leaf loom
Ln Lenoir fine sandy loam
Ly Lynchburg sandy loam
No Ne6unta very fin. sendyleam
NOA Norfolk sandy loam, 0 to 2 percent .1.pes
NOB Norfolk sandy loom, 2 to 6 percent slopes
Pe Pantagn loam
Be Reins sandy loam
Be Roanoke fine sandy loam, f,ae,enty flooded
So Seabrook loamy sand
TaB Tarboro loamy send, 0 to 5 percent slopes
Tire Tomotley sandy loam
Ud§ Udorthents, loamy
We Wahee sandy loam
WEv Wahadkea loam. frenuentl, flooded
WFA Wickham fine sandy loam, 0 t0 2lament slopes
WkB Wickham fine sandy teem, 2 to 6percent slopes
WkC Wickham fine sandy loam, 6 to le percent slopes
WmB Wic1mam4Jrban lend temple.. 2 to 10 percent slopes
WID Winton fine sandy loam, 8 to 15 ltreenl slopes
WtE Winton fine sandy loam, 15 to 60 percent slopes
y Broadly defined map units, fewer sell e.amina0ons were
made in these mapping units, and delineations and Included
areas re generally Iaril be mapping units were designed
primarily for woodland management.
.This map unit includes disturbed areas that will support
v... tation. Each area is Identified on the soli map with the
symbol Up, and than labeled as to type. that is landfill, if.
Spot symbols are used for areas <5 acre. in sire.

Bertie County, North Carolina
105
TABLE 13.--WATER MANAGEMENT
(Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions of
"slight," "moderate," and "severe." Absence of an entry indicates that the soil was not evaluated. The
information in this table indicates the dominant soil condition but does not eliminate the need for onsite
investigation)
i Limitations
or--
Features
I
af f acting --
Soil name and : o�a
{MjUil:er-fec
:
: Terraces
map symbol { reservoir
: excavated
: Drainage Irrigation
{ and
{ Grassed
areas -
i ponds
i
i diversions
i waterways
AtA--------------- :Moderate:
:Moderate:
IFavorable ------ ;Wetness -------- :Wetness,
:Favorable.
Altavista ; seepage.
: deep to water,:
:
: soil blowing.
I
slow refill.
Au ---------------- !Moderate:
Moderate:
:Favorable ------ :Wetness -------- ',Wetness,
!Wetness.
Augusta : seepage.
I slow refill.
: :
I soil blowing.
BB:
Bibb ------ ------- rModerate:
(Moderate:
:Flooding ------:Wetness,
:Erodes easily,
:Erodes easily,
seepage.
: slow refill.
: : flooding.
I wetness.
I wetness.
Johnston --------- :Severe:
:Severe:
!
!Flooding ------- :Wetness,
: :
:Wetness -------- :Wetness.
I seepage.
: cutbacks cave.:
I droughty,
flooding.
BoB--------------- :Severe:
:Severe:
:Deep to water :Droughty,
!Soil blowing ---:Droughty.
Bonneau I seepage.
: cutbanks cave.:
: fast intake,
I
:
: : soil blowing.
BoC--------------- :Severe:
(Severe:
:Deep to water :Droughty,
:Slope,
!Slope,
Bonneau : slope,
: cutbacks caved
1 fast intake,
i soil blowing.
I droughty.
seepage.
I
soil blowing,
i
Ch---------------- :Moderate:
:Moderate:
! !
!Flooding ------- :Wetness,
:Wetness -------- !Wetness.
Chewacla : seepage.
: slow refill.
: : flooding.
CnB---------------Severe:
:Severe:
:Deep to water :Droughty,
:Too sandy,
:Droughty,
Conetoe : seepage.
: no water.
: : fast intake,
: soil blowing.
: rooting depth.
soil blowing.
:
CrA, CrB---------- {Moderate:
:Severe:
:Peres slowly ---:Wetness,
!Wetness,
:Peres slowly.
Craven : seepage,
i slow refill,
: : peres slowly.
: peres slowly.
I

CrC--------------- !Moderate:
Severe: !Peres slowly, !Wetness,
;Wetness,
:Peres slowly.
Craven : seepage,
, slow refill, : slope. : Deres slowly,
; peres slowly.
!
slope,
: cutbanks cave.: : slope.
DgA--------------- :Moderate:
-:Severe: :Pavorable------ !Wetness,
;Wetness,
!Favorable.
Dogue : seepage.
: slow refill, : : soil blowing.
: soil blowing.
:
:
! cutbanks cave.!
DgB--------------- !Moderate:
!Severe: !Slope---------- l Wetness,
!Wetness,
;Favorable.
Dogue : seepage,
: slow refill, 1 ! soil blowing,
soil blowing.
:
: slope.
cutbanks cave.! ! slope.
______________�
DgC- !Severe:
!Severe: !Slope ---------- !Wetness,
;Slope,
;Slope.
Dogue ! slope,
i slow refill, : : soil blowing,
! wetness,
!
!+
! cutbanks cave.: : slope.
soil blowing.
Dk---------------- Moderate:
:Severe: :Flooding, :Wetness,
!Wetness,
!Wetness.
Dorovan ! seepage.
: cutbanke cave.: subsides. : soil blowing,
: soil blowing.
:
flooding.
ExA--------------- :Slight --------- Severe: !Favorable ------ !Wetness,
!Erodes easily,
!Erodes easily.
Ex !
i slow refill. i ! erodes easily,: Lly,! wetness,
:
soil blowing.
: soil blowing.
!

MR
TABLE 13.--WATER MANAGEMENT --Continued
Soil Survey
�1.lLdcions ror-- Features affecE n --
Soil name and ! on , qu Her -fed , , TerraFes
map symbol i reservoir I excavated i Drainage 1 Irrigation _ 4 , and , Grassed
Exum ! slope.
I
,
GoA--------------- ,Moderate:
Goldsboro 1 seepage.
,
i
Gt---------------- !Slight _________
Grantham
i
,
L---------------- !Slight ---------
Leaf ,
i
Ln---------------- (Slight_________!!
Lenoir I
oaerare:
seepage.
Nabunta !
!
,
NoA--------------- (Moderate:
Norfolk (.seepage.
,
,
,
NoB--------------- (Moderate:
Norfolk I seepage,
! slope.
I
Pa ---------------- !Moderate:
Pantego ! seepage.
,
Ra---------------- (Moderate:
Rains 1 seepage.
Ro---------------- (Severe:
Roanoke 1 seepage.
Seabrook ; seepage.
!
,
TaB--------------- !Severe:
Tarboro 1 seepage.
!
Tm---------------- ;Moderate:
Tomotley i seepage.
Ud. '
Udorthents ,
,
Wa---------------- !Slight_________
Wahee
Severe:
slow refill.
Moderate:
deep to water,
slow refill.
Severe:
slow refill.
Severe:
slow refill.
Severe:
slow refill.
slow refill.
Severe:
slow refill.
loderate:
deep to water,
slow refill.
loderate:
deep to water,
slow refill.
loderate:
slow refill.
loderate:
slow refill.
;evere:
slow refill,
cutbanks cave.
evere:
cutbanks cave.
no water.
evere:
slow refill.
slowly ---
Peres
Deep to water
to water
Peres slowly,
_flooding.
Cutbanks cave
Deep to water
Severe: !Peres slowly ---
slow refill. ;
!
Slope, (Erodes easily, !Erodes easily.
wetness, 1 wetness, ;
erodes easily.) soil blowing.
Wetness, !Wetness, !Favorable.
soil blowing. 1 soil blowing. !
! !
Wetness, (Erodes easily, !Wetness,
soil blowing, 1 wetness, 1 erodes easily.
erodes easily.) soil blowing. I
I '
Wetness
!Wetness, (Wetness,
peres slowly. I peres slowly. 1 peres slowly.
, ,
Wetness, (Wetness, :Wetness,
peres slowly, ! peres slowly, I peres slowly.
soil blowing. 1 soil blowing.
Wetness -------- (Wetness -------- (Wetness.
,
,
Wetness, (Erodes easily, (Wetness,
erodes easily,! wetness, i erodes easily.
soil blowing. soil blowing. I
Favorable ------ ;Soil blowing--- !Favorable.
lope, !Soil blowing ---(Favorable.
soil blowing. I !
,
,
etness --------,Wetness -------- !Wetness.
etness-------- !Wetness, lWetness.
soil blowing. I
etness, !Wetness, Wetness,
peres slowly, 1 peres slowly. peres slowly.
erodes easily.! '
,
etness, !Wetness, !Droughty.
droughty, ! too sandy, !
fast intake. I soil blowing. !
: !
roughty, ;Too sandy, ;Droughty,
fast intake, soil blowing. i rooting depth.
soil blowing. !
etness, !Wetness, !Wetness.
soil blowing. 1 soil blowing. I
Wetness, !Wetness,
soil blowing. 1 soil blowing,
peres slowly.
Wetness,
peres slowly.

Bertie County, North Carolina
TABLE 13.--WATER MANAGEMENT --Continued
107
Limitations
or--
- Features affectin --
Soil name and on
, Aquifer -fed
, , , Terraces ,
map symbol ! reservoir
excavated
Drainage Irrigation ! and Grassed
' areas
, nds
, ! ! diversions ' waterways
im----------------,Moderate:
!Moderate:
!Flooding ------- !Wetness, iWetness, :Wetness.
Wehadkee ! seepage.
! slow refill.
! ! soil blowing, soil blowing.
'
! ! flooding. ,
WkA--------------- (Moderate:
!Severe:
!Deep to water !Favorable ------ !Soil blowing ---!Favorable.
Wickham ! seepage.
! no water.
WkB--------------- !Moderate:
!Severe:
!Deep to water !Slope ---------- :Soil blowing ---!Favorable.
Wickham ! seepage,
! no water.
!
! slope.
____------ WkC----- !Severe:
!Severe:
Deep to water !Slope -------- --!Slope, !Slope.
Wickham ! slope.
! no water.
, ! ! soil blowing. !
! !
WMB: I
!
! !
Wickham ---------- !Moderate:
!Severe:
!Deep to water !Slope ---------- !Soil blowing ---!Favorable.
! seepage,
! no water.
! ! ! !
, slope.
Urban land. !
! ! ! !
---------!
WtD, WtE- !Severe:
!
!Severe:
! ! !
:Slope ---------- !Slope, !Slope, !Slope.
Winton ! slope.
! no water.
! ! wetness. ; wetness.

108
Soil Survey
TABLE 14.--ENGINEERING INDEX PROPERTIES
(The symbol < means less than; > means more than. Absence of an entry indicates that data were not estimated)
i i I Classification
Soil name and :Depth; USDA texture -- — - — - - 7—
map symbol I : Unified i AASHTO
AtA--------------: 0-141Fine sandy loam :ML, CL-ML,IA-4
Altavista ; : SM, SM-SC:
114-40:Clay loam, sandy ICL, CL-ML,IA-41 A-6,
I I clay loam, loam.: SC, SM-SCI A-7
:40-601Variable---------: --- ' ---
r I
Au --------------- 1 0-6 :Fine sandy loam ISM, SM-SC,:A-2, A-4
Augusta I I i ML :
1 6-461Sandy clay loam, ICL, CL-ML :A-4, A-6,
: i clay loam, loam.I A-7
�46-68i variable --------- I --- ---
:
BB:
Bibb ------------ 1 0-8 :Loam------------- IML, CL-ML :A-4
1 8-60!Sandy loam, loam,ISM, SM-SC,:A-2, A-4
1 1 silt loam. 1 ML, CL-MLI
Johnston -------- I 0-28:Loam-------------IML, SM :A-2, A-4
128-60:Stratifled loamy ISM, SP-SM IA-2, A-3
sand to sand.
BoB, BoC--------- '}0-281Loamy sand ------- ISM :A-2
Bonneau I78-75:Sandy loam, sandyISC, SM-SC :A-2, A-6,
I I clay loam, fine I : A-4
I I sandy loam. I ;
, I I
CChewac-- _______1 0-4 :Loam_____________; CL, :A-4, A-6,
: : i CL-ML i A-7
: 4-42:Sandy clay low, :SM, SM-SC,:A-4,
I loam, sandy I ML, CL I A-7-6,
: 1 loam. 1 i A-6
142-65:Silt loam, clay IML, MR, :A-4 A-6
1 1 loam, silty clay) CL, CH I A-7
1 1 loam. I r
r I I r
CnB-------------- 1 0-231Loamy sand ------- ISM, SP-SM :A-2, A-3
Conetoe :23-42:Sandy loam, sandyISM, SC, IA-2, A-4
1 1 clay loam, fine I SM-SC I
I i sandy loam. I
142-80:Loamy sand, sand ISM, SP, :A-2, A-3,
I I I SP-SM A-1
CrA, CrB, CCC ---- I 0-11:Fine sandy loam IML, CL, iA-4, A-6
Craven i I i SH, SC :
111-671Clay, silty clay,:CH, CL IA-7
I silty clay loam.: '
: :
DgA, DgB, DgC----: 0-7 :Sandy low ------- ISM, SC, :A-2, A-4
Dogue I I I SH-SC
1 7-50,Cla
Y low, clay, :CL, CH, SC IA-6, A-7
1 1 sandy clay loam.: I
150-82:Stratified sand ISM, SC, :A-2, A-4,
1 1 to sandy clay I SP-SM, : A-1
I I loam. 1 SM-SC :
I I
Dk_______________ 1 0-5 :Mucky peat ------- IPT
Dorovan 1 5-85IMuck------------- :pT :
85-95:Sand, loamy sand,ISP-SM, IA-1, A-3,
: loam. 1 SM-SC, SMI A-4,
I I 1 1 A-2-4
iments i sieve number--
: >3 1 � i
ISnches: 4 ' 10 ' 40 1 200
ct i
i r i
1 0 195-100190-100:65-99 135-60
1 0 195-100195-100160-99 145-75
: 0 :90-300175-100150-98 .30-60
0 190-100175-100175-100151-80
i r '
: 0-5 :95-100190-100180-90 150-80
1 0-10 160-100150-100140-100,30-90
: 0 : 100 1 100 160-100118-65
0 : 100 i 100 :50-1001 5-30
: 0 : 100 : 100 :50-95 115-35
0 : 100 : 100 :60-100130-50
0
0
0
198-100
i
:96-100
95-100170-100155-90,
95-100:60-100136-70
a i
1 '
65-100160-100151-98
:Liquid
: limit
i
i Pct
i
i
23
i
: 20-45
:
i 25
: 20-45
:
i
i
25
30
25-49
20-45
22-61
I Plas-
ticity
: index
r NP-7
:
: 5-28
i
,
: NP-7
i
: 5-25
:
:
: NP-7
NP-7
i
i
i
NP-10
i NP
:
: -NP
4-21
4-20
2-15
4-28
0
: 100 1 10D 150-99 1 5-30 :
20
: NP
0
: 100 : 100 :50-99 120-40 1
30
: NP-10
.0
� �
: 100 1 100 140-99 1 4-30 I
20
r
: NP
0
1 100 :95-100:75-100145-90 :
35
: NP-15
0
: 100 195-100190-100165-98
40-70
: 24-43
0
195-100175-100:50-100120-50 1
25
1 NP-10
0
I I I I
195-100I175-1DOi65-100140-90
35-60
16-40
0
1
:80-100I60-100135-100110-40 1
30
1
: SIP-10
0
0
: 100 100 11 5-70 : 5-49 1
20
: NP-7

Berne County, North Carolina
TABLE 14.--ENGINEERING INDEX PROPERTIES --Continued
109
I i i ctassitication Iyrag- Percentage passing
Soil name and liDepthil USDA texture ;ments sieve number-- Miquld 1 Plas-
map symbol i , , Unified , AASHTO ! )3 ! , , , I limit ! ticity
! I ! !Inches! a ! In ! an ! An I I . a
ExA, W---------I 0-7 Very fine sandy 1ML, CL-ML,'A-4
Exum! , loam. 1 CL
! 7-651toam, clay loam, ICL !A-4, A-61
! , silty clay loam.! ! A-7
GoA-------------- I 0-11ISandy low ------- ISM, SM-SC,IA-2, A-4,
Goldsboro I I I SC ! A-6
111-721Sandy clay loam, 1SC, CL, IA-4, A-6,
! ! clay loam, sandy! CL-ML, CHI A-7-6
1 1 clay. I 1
j72-80:Variable--------- I --- ---
GC---------------! 0-7 "Silt loam -------- lML, CL-ML 1A-4
Grantham 17-72ILoam, clay loam, 1CL IA-4, A-6,
!I silty clay loam.) I A-7
! ! ! !
Lf_______________i 0-5 iLoam------------- iML !A-4, A-6
Leaf ! 5-721Silty clay loam, ICL, CH IA-7
! ! silty clay, I 1
! ! clay. 1
I I I
Ln---------------! 0-7 !Fine sandy loam ism -SC, SC,IA-4
Lenoir ! I I CL-ML, CLI
17-721C1ay, silty clay,ICL, CH !A-6, A-7
'! ! clay loam. l '
I 1 '
! !
__"____-I I y ISM, , IA-2r A-4
Ly------- 0-lO,Sand loam-------'SM ML I
Lynchburg , , ! SM-SC, !
! ! CL-ML !
110-65!Sandy clay loam, ISM -SC, SC,IA-2, A-4,
! ! sandy loam, clayl CL, CL-MLI A-6
! ! loam. ' ' '
Na---------------i 0-6 `Very fine sandy IML, CL-ML,IA-4
Nahunta , 1 loam. 1 CL I
1 6-64ILoam, clay loam, fCL !A-4 A-6
! ! silty clay loam.! 1 A-7
NOA, NoB--------- I 0-151Sandy low ------- ISM, SM-SC,IA-2
Norfolk I
, ! SC !
115-19ISandy loam, sandylSC, SM-SC,lA-2, A-4,
! ! clay loam, clay I CL, CL-MLI A-6
! ! loam. I 1
119-70ISandy clay loam, ISC, SM-SC,IA-4, A-6,
! I clay loam, sandy! CL, CL-ML! A-7-6
! ! clay. ! !
! ! ! '
Pa ------------- 7-r ' ,
. I 0 181Loam--------- --ISM, ML !A-2, A-4
Pantego 118-72ISandy clay loam, ISM,
CL, !A-4, A-6,
! ! sandy loam, clay! SM-SC, I A-2
loam. 1 CL-ML '
i
Ra---------------0-161Sandy low ------- ISM, ML !A-2, A-4
Rains 116-62!Sandy clay loam, :SC, SM-SC,IA-2, A-4,
! clay loam
!62-72lSandy clay loam, ISC, SM-SC,IA-4, A-6,
! ! clay loam, sandy) CL, CL-ML! A-7
! ! clay. I I
0 ! 100 195-100180-100151-80
0 ; 100 I95-100I90-100160-90
I !
1 0 195-100195-100 l50-100115-45
I I I
0 I95-100190-100165-95 l36-70
! ! ! ' I I
1 I I I I
I '
I
! 0 ' 100 1 100 185-100155-85
I 0 100 1 100 l90-100l60-95
I
I I ! !
! ! ! ! !
0 1 100 195-100170-95 160-75
0 1 100 I95-100190-100175-95
' 0
0
0
0
0
0
0
0
0
0
0
0
0
0
100. 1 100 170-85 140-55
100 ! 100 I85-99 155-95
1 1 !
I I I
2-100190-1GO!75-100125-55
I
I I r
2-300190-1001i70-100!25-67
100
100
95-100
95-106191-100170-96
I r
I I
! !
100 198-300165-98
100 !95-100l60-95
100 195-100165-100
100 195-100150-85
100 195-100l55-98
100 l98-100160-98
! 25
,
! 22-49
!
I
I
! 25
25-55
I
I
I
! 30
1 22-49
I
1 28-38
! 42-65
! 25
i
! 30-55
i
!
! 30
r
!
15-40
! NP-10
,
� 8-30
! NP-14
I
! 6-32
! UP-7
! 8-30
!
I 5-12
1 20-38
I NP-10
I
! 11-35
!
!
4-18:
51-85 ! 25 1 NP-10
,
60-95 !
22-49 1
8-30
!
15-33 !
25 !
MP-14
30-63 1
20-38 i
4-15
!
!
I
!
36-72 !
20-52 !
4-23
25-75 ! 35 I NP-10
30-80 ! 20-40 I 4-16
! !
25-56 ! 35 I NP-10
30-70 ! 18-40 4-20
I
36-72 18-45 ; 4-28

110 Soil Survey
TABLE 14.--ENGINEERING INDEX PROPERTIES --Continued
I { : Classification :Frag- ; Percentage passing I :
Soil name and :Depth) USDA texture i——:ments ; sieve number-- !Liquid { Plas-
map symbol : : : Unified { AASHTO { >3 : , , , : limit ticlty
:inches) 4 10 : 40 1200 { : index
n , , , , ctPct ,
Ro--------------- : 0-11{Floe Sandy loam ISM, ML, , , CL-ML, :A-2, A-4 I 0 :85-100:80-300:45-85 I25-55 : 25 : NP-7
Roanoke , , , ,
I 1 1 SM-SC
I11-45:Clay, silty clay,ICH, CL :A-7 1 0 190-100185-100:85-100:65-95 1 45-70 1 22-40
i I clay loam. I I I I I I I I I
145-60{Stratifled sand ICL-ML, :A-1, A-2,1 0-5 140-100135-100125-95 :15-90 1 10-60 1 NP-40
to clay. : GM -GC, : A-4
: : I CH, SM
Se --------------- 1 0-40I Loamy sand ------- ISM, SP-SM IA-2, A-3 1 0 :95-100I90-100I85-99 1 5-25 I --- I NP
Seabrook I40-65:Loamy fine sand, ISM, SP-SM :A-2, A-3 1 0 :95-100:90-100:85-1001 5-25 1 --- 1 NP
I_ fine sand, sand.I I I I I I I I
TaB-------------- : 0-82ILoamy sand ------- ISM, SP-SN,IA-2, A-3,: 0 195-100:95-100:40-99 18-35 : --- : NP
Tarboro I I I SW-SM I A-1 I I I I I : I
Tm--------------- : 0-8 :Sandy loam ------- :SM, SM-SC IA-2, A-4 I 0 :96-100I95-100:75-99 ;25-50 : 30 : NP-7
Tomotley 18-50IFine sandy loam, ISM -SC, SC,IA-2, A-4,1 0 198-100:95-100I75-100:30-70 1 20-40 1 6-23
I I sandy clay loam,: CL-ML, CL: A-6 I I I I I I
clay loam. , , , , , , I , ,
I50-60:Vazlable--------- i "' : --- { '-- : --- : --- : --- : --- : ---: --'
Ud.
Udorthents
Wa--------------- : 0-4 (Sandy low ------- ISM, SM-SC IA-2, A-4 : 0 : 100 :95-100:50-96 I30-50 I 28 I NP-7
Wahee 14-84IClay, clay loam, :CL, CH IA-6, A-7 { 0 1 100 1100 185-100151-92 1 38-81 116-54
, , silty clay. , , , , ,
WE---------------: 0-101Loam------------- ism, SC, IA-2, A-4 I O : 100 :95-100:60-90 I30-50 : 30 I NP-10
Wehadkee , , , SM-SC , , , , , , , ,
:10-65:Silt loam, silty ICL, CL-ML,IA-6, A-7,I 0 1 100 199-100185-100145-98 120-58 ' 6-25
I I clay loam, very I ML, SC I A-4
, , fine sandy loam., ,
: ,S
: : :
WkA, WkB, WkC----, 0-8 ,Fine sandy loam M, SM-SC „A-4 , 0 ,95-100, 90-100, 70-100,45-80 , 25 : , NP-7
Wickham I I I ML, CL-MLI { I I I I I I
18-53ISandy clay loam, ICL-ML, CL,IA-2, A-4,1 0 i95-100190-100:75-100130-70 : 20-41 1 3-15
I { clay loam, loam.: SC, SM I A-6,
: I I : A-7-6
53-681Variable--------- I --- I --- I --- I --- I ---
WmB:
Wickham---------: 0-8 :Fine sandy loam :Stt, SM-SC, IA-4 : 0 195-100I90-100:70-100:45-80 : 25 I NP-7
{ 1 1 ML, CL-ML: I I I I I I I
18-53:Sandy clay loam, ICL-ML, CL,IA-2, A-4,: 0 :95-100190-100175-100130-70 1 20-41 I 3-15
: clay loam, loam.( SC, SM I A-6, I I I I I I I
1 1 A-7-6 1 1 1 1 1 1 1
153-681Vaziable--------- 1 --- 1 --- I --- 1 --- ! --- 1 --- I --- ! --- 1 ---
Urban land.
HtD, WtE---------: 0-17I Fine sandy loam :ML, SM, :A-2, A-4,I 0-3 :90-100:90-100150-99 I25-65 : 30 : NP-15
Winton "-' - - "' : "I ' : CL, SC '1 A-6 1 1 1 1 : 1 1
:17-54ISandy clay loam, ISC, CL IA-2, A-4,: 0-2 :90-100:90-100145-95 :25-70 120-45 1 8-30
, , sandy loam, clay, , A-6, A-71 , , , , , ,
loam. ,
154-801 Variable---------1 ---_--

Bertie County, North Carolina
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
(The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated)
Soil name and 1Depthl Clay 1 Moist 11'ermeability lAvailablel Soil 1Shrink-swell
map symbol i i 1 bulk 1 1 water lreactioni potential
i 1 1 density 1 lcaoacity I 1
AtA______________
Altavista
Augusta
BB:
0-14i 10-24
14-40i 18-35
40-601 ---
I
0-6 i 5-20
6-461 20-35
AA -AR! -__
1.30-1.50
1.30-1.50
1.40-1.70
1.35-1.60
2.0-6.0
0.6-2.0
2.0-6.0
0.6-2.0
0.12-0.2013.6-6.5
0.12-0.2013.6-6.0
t
0.10-0.1514.5-6.0
0.12-0.1814.5-6.0
___ I ---
Bibb ------------ 0-8 1 2-18 11.20-1.551 0.6-2.0 10.15-0.20i4.5-5.5
i 8-60: 2-18 i1.30-1.60i 0.6-2.0 10.12-0.20i4.5-5.5
i l
Johnston--------1 0-28i 5-18 i1.30-1.55i 2.0-6.0 10.10-0.2014.5-5.5
28-601 2-12 i1.55-1.651 6.0-20 10.02-0.0714.5-5.5
i
BOB, BaC--------- 1 0-281 5-15 11.30-1.701 6.0-20 i0.05-0.1114.5-6.0
Bonneau 128-751 18-35 i1.40-1.60i 0.6-2.0 10.10-0.15:4.5-5.5
I I I
Ch---------------i 0-4 l 10-27 11.30-1.601 0.6-2.0 10.15-0.24i4.5-6.5
Chewacla 14-421 18-35 :1.30-1.60: 0.6-2.0 10.12-0.2014.5-6.5
42-651 18-35 11.30-1.501 0.6-2.0 10.15-0.2414.5-7.8
CnB--------------1 0-231 2-10 11.60-1.751 6.0-20 !0.05-0. 10'4.5-6.0
Conetoe i23-42i 10-22 i1.40-1.601 2.0-6.0 10.10-0.15�9.5-6.0
i42-80i 2-10 11.60-1.70i 6.0-20 10.05-0.1014.5-6.0
1 1 i i
CrA, CrB, CrC---- 1 0-111 7-27 i1.30-1.451 0.2-2.0 10.12-0.15'3.6-6.5
Craven 111-671 35-60 11.30-1.451 0.06-0.2 10.12-0.15,3.6-5.5
DgA, DgB, DgC----1 0-7 i 5-10 11.35-1.50i 2.0-6.0 10.08-0.15:3.6-5.5
Dogue i 7-501 35-50 11.45-1.601 0.2-0.6 10.12-0.1913.6-5.5
150-821 5-30 11.30-1.501 0.6-6.0 10.05-0.1413.6-5.5
Dk--------------- 1 0-5 1 --- 10.25-0.401 0.6-2.0 10.20-0.2513.6-4.4
Dorovan 1 5-85: --- 10.35-0.55i 0.6-2.0 10.20-0.2513.6-4.4
185-951 5-20 11.40-1.65i 6.0-20 10.05-0.0814.5-5.5
i
ExA, ExB-------- -1 0-7 1 6-18 11.30-1.501 2.0-6.0 10.15-0.2019.5-6.0
Exum 1 7-65i 18-35 :1.30-1.40: 0.2-0.6 10.15-0.20i 4.5-5.5
I
I I I I t I
GoA-------------- 0-111 5-15 11.40-1.60i 2.0-6.0 10.10-0.15'3.6-6.0
Goldsboro 111-721 20-34 11.30-1.401 0.6-2.0 i0.11-0.2013.6-5.5
172-801 --_
I I I I I I
fit --------------- 0-7 t 6-18--11:30-1.501---2:0-6.0 '"-10.13-0.2013:6=5.5
Grantham l 7-721 18-35 i1.30-1.401 0.2-0.6 10.15-0.2013.6-5.5
I I I I
I 1
Lf--------------- 1 0-5 1 12-20 11.30-1.50i 0.06-0.2 10.12-0.1B13.6-5.5
Leaf 1 5-721 35-60 11.50-1.601 0.06 10.18-0.2113.6-5.5
I I I I I I
Ln---------------1 0-7 1 6-20 i1.40-1.551 2.0-6.0 i0.10-0.14i3.6-5.5
Lenoir l 7-721 35-60 11.20-1.35: 0.06-0.2 10.13-0.1513.6-5.5
Ly---------------i 0-101 5-20 11.30-1.601 2.0-6.0 10.09-0.1313.6-5.5
Lynchburg 110-651 18-35 11.30-1.501 0.6-2.0 10.12-0.1613.6-5.5
i i i 1
Na--------------- 1 0-6 i 6-18 11.30-1.501 2.0-6.0 i0.15-0.2014.5-6.0
Nahunta 1 6-641 18-35 11.30-1.401 0.2-0.6 10.15-0.2013.6-5.5
factors i Organic
T-' matter
K I T 1
j j YCL
I I
0.241 5 i .5-3
0.241 i
I I
I I
0.20i 4 1 .5-2
0.241 1
Low ---------- i0.28
Low ---------- 10.37
I
Low ---------- 10.20
Low__________ 10.17
I
Low ---------- 10.15
Low ---------- 10.20
Low ---------- 10.28
Low ---------- 10.28
LOW ---- ------ 10.32
Low ----------
Low-------- 10.15
Low ---------- 10.10
I
Low ---------- 10.32
Moderate ----- 10.32
Low__________ 10.28
Moderate ----- 10.28
Low ---------- 10.17
1
Low-----=----10.37
Low ---------- 10.43
I
Low ---------- 10.28
High --------- i0.32
Low__________ 10.28
Moderate ----- 10.32
i
5 i .5-2
I
i
5 1 3-8
5 i .5-2
5 l 1-4
I
i
i
5 i .5-2
i
i
5 1 .5-2
4
I
i
I
--- i 20-80
i
i
i
5 i .5-2
5 i .5-2
i
i
1
5 i 2-4
i
4 i 1-3
5 i 2-4
Low -------- _-10. 201 5
Low -------- --10.201
I I
Low__________ 10.431 5
Low ---------- 10.431
5-5
2-4
ill

10
1 1 2 Soil Survey
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued
!!}}i
Soil name and i0epthi
Clay
i
i Moist lPermeability
i
;Available: Soil
i i erosion
;Shrink -swell 1 factors
i
; Organic
map symbol ] I
bulk I
i water ;reaction;
potential I�—i
'
matter
densit '
'ca acit i
K T
n ,
c
, g/cc ,
n
In/in pH
NoAI NoB---------] 0-151,
5-18
11.45-1.651
2.0-6.0
10.10-0.1513.6-6.0
!Low ----------i0.201 5
.5-2
Norfolk 115-191
18-35
11.30-1.651
0.6-2.0
10.10-0.1813.6-5.5
iLow---------- 10.241
19-701
20-43
11.20-1.651
0.6-2.0
10.12-0.1813.6-5.5
]Low ---------- 10.241
i
Pa---------------] 0-16I
5-15
11.40-1.601
2.01-6.0
10.12-0.20i3.6-5.5
,Low ---------- i0.15i S
i 4-10
Pantego 118-721
18-35
11.30-1.501
0.6-2.0
10.12-0.2013.6-5.5
:Low ---------- 10.28:
i
Ra---------------i 0-16,
5-20
11.30-1.601
2.0-6.0
10.10-0.1413.6-6.5
iLow----------i 0.201 S
i 1-6
Rains 116-62I
18-35
11.30-1.601
0.6-2.0
10.11-0.15I3.6-5.5
!Low ---------- 10.24I
i
'62-72'
18-40
I1.30-1.50i
0.6-2.0
:0.10-0.1513.6-5.5
lLow---------- I0.28:
Ro--------------- 1 0-111
10-18
11.20-1.50:
2.0-6.0
10.12-0.18:3.6-5.5
iLow---------- 10.281 4
i 1-3
Roanoke I11-45I
35-60
i1.35-1.65'
0.2
:0.10-0.19I3.6-5.5
IModerate----- I0.241
i
]45-601
5-50
,1.20-1.501
0.06-20
10.04-0.1413.6-6.5
(Moderate ----- 10.241
i
i
Se --------------- i 0-401
2-12
i i
I1.30-1.60i
6.0-20
i i
10.05-0.11i 4.5-6.5
i i
:Low ---------- ]0.10] 5
i
1 .5-2
Seabrook 140-65I
2-12
11.30-1.60i
6.0-20
I0.02-0.0914.5-6.5
ILow---------- 10.10]
TaB-------------- I 0-82i
3-12
i1.60-1.751
6.0-20
10.05-0.09I4.5-6.5
ILow---------- i0.10i 5
1 .5-1
Tarboro ]
Tm---------------] 0-8 i
5-20
]1.30-1.601
2.0-6.0
i0.10-0.1513.6-S.S.iLow
---------- i0.20i S
i 1-6
Tomotley i 8-501
18-35
i1.30-1.501
0.6-2.0
10.12-0.1813.6-5.5
!Low ---------- 10.20i
]
50-601
_--
i ___ i
___
___ ___
i I
1�
------------- i----
i
Ud.
i
Udorthents
] i
Wg--------------- i 0-4 i
5-20
11.30-1.60i
0.6-2.0
10.10-0.I5i4.5-6.0
iLoW---------- ]0.24] 5
] .5-5
Wahee i 4-841
35-60
11.40-1.601
0.06-0.2
10.12-0.20I3.6-5.5
(Moderate ------ i0.28
WE---------------] 0-10I
5-20
i1.35-1.60i
2.0-6.0
10.10-0.1514.5-6.5
,Low ---------- i0.24i S
i 2-5
Wehadkee 110-651
18-35
11.30-1.50i
0.6-2.0
:0.16-0.2014.5-6.5
jLow---------- 10.321
] i
WkA, WkB, WkC ---- 1 0-8 I
8-15
i
11.45-1.651
2.0-6.0
I0.11-0.1614.5-6.0
I
iLow----------i 0.241, 5
i .5-2
Wickham i 8-531
18-35
11.30-1.501
0.6-2.0
10.12-0.17:4.5-6.0
]Low ---------- i0.24:
]
___ !
---
I --- ' ---
'------------- I ----'
'
WmB: i i i i i i i I I
Wickham---------i 0-8 I 8-15 11.45-1.651 2.0-6.0 10.11-0.1614.5-6.0 !Low ---------- 10.241 5
1 8-531 18-35 I1.30-1.501 0.6-2.0 10.12-0.1714.5-6.0 ILow---------- ]0.24I
__ �_____________1----�
53-68i ___ i -_- i --_ i ___ ] - i , ,
Urban land.
WtD, WtE--------- i 0-17i 7-27 11.30-1.401 2.0-6.0 10.12-0.2013.6-6.0 !Low ---------- 10.20i 5
Winton i17-54 18-35 11.30-1.50I 0.2-2.0 10.12_0.20i 3.6-6.0 ]Low ---------- 10.24
;5a-All; I • i -
I
5-2
.5-3

Sertie County, North Carolina
TABLE 16.--SOIL AND WATER FEATURES
("Flooding" and "water table" and terms such as "rare," 'brief," "apparent," and "perched" are explained in
the text. The symbol < means less than; ) means more than. Absence of an entry indicates that the
feature is not a concern or that data were not estimated)
I i Flooding;- 1 water le Risk of corros on
Soil name and {Hydrologic!
map symbol { group { Frequency Duration ; Months i Depth I Kind IMonths {Uncoated (Concrete
I
steel I
I { '
AtA_______________{ C !None________(�1.5-2.SrA are
Altavista ] ! { ! i pp
r I �
{ {
C None --------
Au .OI
Aooare ,1.0-2
Augusta
BB: {
I I
I
Bibb-------------�
D
!Frequent ---- {Brief to
I ] long.
Johnston---------
DD
!Frequent ---- !Brief to
! long.
BOB, eoC__________i
A
I
INone -------- I
Bonneau
Ch----------------!
C
]Frequent----,Brief-----
Chewacla {
CnB--------------- I
A
I I
None ---'--''I '--
Conetoe !
{ {
]
CrA, CrB, CrC-----]
C
] I
{None --------I
Craven !
{ {
DgA, , q DBD �_____I
C
(None-------- '
Do e
�
{
r I
Dk----------------I
D
{:Frequent ---- ('Very long
Dorovan {
ExA ExB-__-______I
, I
C
{None________!
Exum {
I
GOA_______________ I
B
' '
I None--------r ---
Goldsboro i
I ]
I
{
D
I
{:None ----'''-I ---
Grantham I
{ I
I
LE________________{
D
,
I
INone________I
Leaf {
{
]
L„---------------- I
D
{ I
!None________(
Lenoir {
I I
I
LY________________r
C
1 I
!None -------- I
Lynchburg
Na---------------- i
C
I
'None -_______I
Nahunta I
{ I
'
I
NoA, NoB---'------i
B
I I
(None---'--'-{ ---
Norfolk
! {
{
{
Pa ---------------- i
B/D
I'None ________� ---
Pantego {
{ '
Dec-May
{
I
] Nov -Jul
I
{
{
{ Nov -Apr
{
I
{
i
i
i
i
Jan -Dec
i
i
i
I
{
I
I
{
!
i
]
{
Dec-Apr{Moderate !Moderate.
! {
Dec-May{High ----- :Moderate.
.5-1.5jApparentlDec-ApriHlgh ----- {Moderate.
I I '
t1-1.5,ADpazent:Nov-Jun!High----- lHSgh.
I I ]
I I I I
.5-5.0jApparent:Dec-Mar{Low ------ !High.
I ] ]
.5-1.SiAppazent]Nov-ApriHlgh ----- Moderate.
I I I
i
I
6.0 i --- I --- 'Low ------ !High.
f {
.0-3.O,Appazent{Dec-AprlHlgh----- {HSgh.
I
.5-3.0i Apparent {Jan-MarlHlgh ----- ;High.
I I
�1-0.51ApparentlJan-DecjHlgh ----- I High.
I I I
0-3.0:Apparent!Dec-AprlModera to {High.
I I
I I I I
I
0-3.0!Apparent�Dec-ApriModerate :High,
I
I I I {
0-1.OIApparent{Dec-May High ----- ;High.
5-1.SiAppazent'Jan-ApriHlgh ----- {Moderate.
I
0-2.5iApDarentlDec-May ]High -----(High.
I I
I '
5-1.5IApperentl Nov -Apr {High ----- !High.
{ ! {
I I I
0-2.5 IApparent`Dec-May'High ----- {High.
0-6.0IApparentiJan-MarlModerate ,High.
0-1.5IApparentlNov-MaylHigh ----- ',High.
113

114
Soil name and
map symbol
TABLE 16.--SOIL AND WATER FEATURES --Continued
group I Frequency I Duration I Months i Depth I Kind (Months
Ra________________ I
B/D
INone-------- I ---
Rains
i
Ro----------------{
D
!Frequent ---- iBrief-
Roanoke
Seabrook '
' '
Ta8----------------
A
!None ________
Tarboro
{
i
Tomotley
i
I
Ud.
Udorthents I
{ I
I
I I
Wahee {
{
WE ---------------- I
D
i
IFzequent---- iBrle E-
Wehadkee I
I
{
I I
WkA, WkB, WkC_____i
B
!None ________I
Wickham
i
Wickham
B
(None--------i ---
I
Urban land. i
I
WtD, WtE----------I
C
!None --------I ---
Winton
I
-- I 0-1.OlApparent:Nov-Apr
Nov -Jun 0-1.OlApparentINov-May
I {
--- i2.0-4.0{ApparentlDec-Mar
I i i
6.0-
1
--- { 0-1.0iAPDarentl Nov -Apr
--- iv.rr.ofwpparentluec-mar
I i i
Nov -Jun I 0-1.OiApparentiNov-May
6.0
--- 12.0-4.0IPerched
Soil Survey
High.
High.
High.
High
Moderate.
High.
High.
Moderate.

Bertie County, North Carolina
Soil name
Altavista -----------------
Augusta-------------------
Bibb----------------------
Bonneau-------------------
Chewacla------------------
Conetoe-------------------
Craven--------------------
Goldsboro-----------------
Grantham------------------
Johnston------------------
Lenoir--------------------
Lynchburg-----------------
Nabunta-------------------
Norfolk-------------------
Pantego-------------------
Rains---------------------
Roanoke-------------------
Seabrook------------------
Tarboro-------------------
Tomotley------------------
Wahee---------------------
Wehadkee------------------
TABLE 17.--CLASSIFICATION OF THE SOILS
Family or higher taxonomic class
Fine -loamy, mixed, thermic Aquic Hapludults
Fine -loamy, mixed, thermic Aeric Ochraquults
Coarse -loamy, siliceous, acid, thermic Typic Fluvaquents
Loamy, siliceous, thermic Arenic Paleudults
Fine -loamy, mixed, thermic Fluvaquentic Dystrocbrepts
Loamy, mixed, thermic Arenic Hapludults
Clayey, mixed, thermic Aquic Hapludults
Clayey, mixed, thermic Aquic Hapludults
Dysic, thermic Typic Medisaprists
Fine -silty, siliceous, thermic Aquic Paleudults
Fine -loamy, siliceous, thermic Aquic Paleudults
Fine -silty, siliceous, thermic Typic Paleaquults
Coarse -loamy, siliceous, acid, thermic Cumulic HumaqueDts
Clayey, mixed, thermic Typic Albaquults
Clayey, mixed, thermic Aeric Paleaquults
Fine -loamy, siliceous, thermic Aeric Paleaquults
Fine -silty, siliceous, thermic Aeric Paleaquults
Fine -loamy, siliceous, thermic Typic Paleudults
Fine -loamy, siliceous, thermic Umbric Paleaquults
Fine -loamy, siliceous, thermic Typic Paleaquults
Clayey, mixed, thermic Typic Ochraquults
Mixed, thermic Aquic Udipsamments
Mixed, thermic Typic Udipsamments
Fine -loamy, mixed, thermic Typic Ocbraquults
Clayey, mixed, thermic Aeric Ochraquults
Fine -loamy, mixed, nonacid, thermic Typic Fluvaquents
Fine -loamy, mixed, thermic Typic Hapludults
Fine -loamy, mixed, thermic Aquic Hapludults
115

STORM WATER TREATMENT NARRATIVE
FOR
DUCK THROUGH TRUCK STOP AND SERVICE STATION
LEWISTON, BERTIE COUNTY, N. C.
DUCK THROUGH TRUCK STOP AND SERVICE STATION is proposed to be built on a
3.91 acre lot on the south west corner of the intersection of NC 11, and NC
308 HIGHWAYS IN Berrie County N. C. The site is presently un-developed.
Improvements to the property will consist of a single building, gasoline and
diesel pumps, parking and drainage improvements, and Storm Water and Erosion
Control facilities. This plan was prepared by Carolina Benchmark Engineers -
Surveyors -Planners, Inc. As Engineers for the owner. All correspondence
concerning this should be sent to Carolina Benchmark, 102 Oakmont Drive,
Greenville, NC 27858 or by telephone at [phone].
The entire site will be disturbed during the construction process. The
building and parking area will be constructed in accordance with the enclosed
plans. Erosion and sedimentation practices will be installed and carried out
as shown on the enclosed Erosion and Sedimentation Control Plan. work on this
portion of the development will began in May of 2006. The land disturbing
activity to take place on the property will be the clearing of stumps and root
debris from the previously clear cut wooded site, grading of the building pad
and parking areas, and the building of the drainage and storm water treatment
facilities. The total land area to be disturbed by construction will be
slightly less than 3.9 acres of a total acreage of 3.91 acres.
All rain water from this site will be routed to the FORE BAY through 2
curb drop basins and along a swale. The storm water treatment facility will be
along the south side of the lot as shown on the drawings. The land around the
site is very flat and the only drainage structure near the site is the NC
Highway 11 side swale. The Detention and treatment facility was designed in
accordance with section 1.0 Wet Detention Basins, of the Storm water Best
Management Practices by NC DENR.
According to the US Department of Agriculture, Soil Conservation
Service, Soil Survey of Bertie County North Carolina, the soil on the site is
Lynchburg (Ly),Fine-loamy, siliceous, thermic A.eric Paleaquults. The water
management table shows Lynchburg soil to have only moderate limitations for
both reservoir and aquifer -fed excavated ponds. Soil borings performed on site
at the location of the proposed ponds confirm the soil properties shown on the
Engineering Index Properties shown in the Soil Survey.
The pools will be used as an erosion control device during construction
and all sediment will be removed after any significant soil build-up in the
Fore bay after each rain fall and at the completion of construction. The owner
has agreed to maintain the pools in accordance with the requirements listed in
the application form. A Engineers calculation sheet is attached to this
application.
At the end of construction, and after the sides of the pond and the
entire pond area has 90% grass cover and the ponds have had final debris
removal all areas of the pond having less than 1 foot of water cover at the
permanent pond level will be planted as follows:
1. Broomsage ( Andropogon Virginicus) 20 Its per acre
Tolerant to fluctuating water levels.
2. Cattail (Typher Spp) 20 lbs per acre
High pollutiant treatment value and grows well in Eastern NC

A chain link fence at least 4 feet high shall be placed around the pond
area. This fence will need to be taken down for access to clean out the ponds
from time to time. Water in the Primary Pond can be drained to the 66.5 foot
level by removing the drain cap in the outlet box. The remaining water in the
primary pool and the For Bay will require pumping for pond maintenance.

CONVENTIONAL AND SPECIAL
SYMBOLS LEGEND
CULTURAL FEATURES
SPECIAL SYMBOLS FOR
BOUNDARIES
SOIL SURVEY
Natiowl, raft or province
---
MISCELLANEOUS CULTURAL FEATURES
SOIL DELINEATIONS AND SYMBOLS
Dab BoG
Cpunry or wrifn
—
Fenmscud, hcuu
ESCARPMENTS
lamit in w0an eraasl
Mllgr civil division
—
Cnwcn
!
DedraX
..................
IwiTha awn slope)
M (natgnal best or parts,
ReVard
sum I I re parA.
x ,
i
OMec Men Cedrock
•••••••••••••••••••••••••
and large tureen)
(mdid—ints dsbW)
Indian mound (laeal)
nlr+uun
SHORT STEEP SLOPE
.....
Land gran)
_.._
To
Laaled Wpcf (lapel)
G
GULLY
�...,...�,...,..s.-
Limit of wd mryry lull)
Tan), (boat)
• •
CEPRESSION OR SINK
C
Field slwt mealtime and nenrne
Wall, .11 or pas
!
SOIL SAMPLE
O
AD HOC BOUNDARY IM.T
-,11OC h--�
'
(rorm.41 not sheen)
•"-'g"`i__..
W,rbmll
°
MISCELLANEOUS
Small airport, a )field, park, oilf,ed,
f.Sd
'-'p,v
smeary, or Rapid pool
KANuen middan
„
BlovoN
STATE COORDINATE TICK
I
Cl, spot
Y.f
UND DIVISION CORNER
L y +Ty
Isemend cps land [rfnh)
-
Gravelly spot
..
ROADS
WATER FEATURES
Gumdp, iLG ar scabby tint (wait)
D
Divided (medun shown
it fak permial
Dumps and other similar
_
Other rues
DRNNACE
non wll areas
Perennal, douhk line
Prominent hill or peak
Get
-----
ROAD EMBLEM g DESIGNATIONS
Perennial, single Ilnp
�.�/
Ri outwp
(include ardsl.ra and shale)
Inldm,tMnl
I
Spline SPol
+
Intertum
Q
Sierra, and
Bandy spot < 2 ad,
. .
FederM
Q
Gels or patches
Sa¢rel, eroded spot <2 A.
3
Store
hO
Mvb1i eIII
Sllde or gip thm point upgope)
County. arm. rare
ED
Drainage and/or litigation
Sy M. very stony spat
0 m
RAILROAD
LIKES. PONDS AND RESERVOIRS
BON LINE
POWER illy
Nw1hn)
.1M
llpNE
Pnrennbl
Q
PIPE LINE
IlarmalfY lq(yncwnl
InlermlR•nt
in/ r
FENCE
_
(IUrmultY not shown)
MISCELLANEOUS WATER FEATURES
LEVEES
Menh or swamp
.W.
Watheul road
..,Tuft„uru
Spring
o
wen tad
nu null,uu
Well. anon
with
Well, litigation
a
DAMS
Large lb sole)
Wet spot <2 no
i
MMium or Small
PITS
Give! pit
x
Mine or Cwrry<5 ac
k

1 5 {1c0 %'„"� �/ I o +� T rr.f I+ ��� •—...+a t" p
1 n g t I N� Or W
�,r✓�j.
�
r
umitoN
RI wool.
f(
v�.�Gyq
r'!!,!+ .[sort •.- II 4 ~� '-( 1 ( L{.L� �J'1 � �� r.-- t-y� '«. MM1i a 4 r.. k• - a 1 ' ..
- -, :: : - � !.? �i .,—yam _ `�' .rat y_ I, t I'� trr 'eq t'+��' l"�.'i �f�5��.� 1• .: .5'. I',t'r� JI ♦� ^'r % 1P�� a• �I" f [ .. � � I lT �]]1 Gfl �,\ I \�G , t �Y 1�,.%9q I }r/ I
" n� s Lr: rr � i 1. - �' I_. ` t 1 -y ` ! ,' ' '.I, jJ` r ��_ • I 1 \r 1. - � �, � � 7 ���_ I � r : �-, r��`
'�I '�.� 5., rr lr l^�� �� .-•�•\ \ �,�y l� Y 1 •`/1i- J ,`I ! �.r 'P}?
I- r ^� "•`•-'..�P� t-`y`4=
11� i�.
-Vc_
i^ i rff �'�" .•+ ` I � i a'°a 1 M � ` rf 11 r a t Fe �r q 4
11 .1, r 4. i�.._. �\, t .� _�-+ ��,�,` =� l! { }A-•(yy9
• r a 1 r
r f,
r 3
\` n
CIA
-

SOIL LEGEND
$oil map symbols and Mao unit names are alphabetical.
Map symbols are letters. The lilt letter of the symbol. a capital. is
the initial letter of the soil or miscellaneous are. name. The second
letter is in over date, accept in broadly defined map units, in which
case it is a capital letter. The thud letter. where used. is a capital
letter and denotes slope. Symbols with only two letters, one
uppercase and one lower case, Indicates nearly level lolls.
Broadly defined map units, In addition to having all
Capital letters are further indicated by the Motnote V
SYMBOL NAME
So. Altavista fine s andy loam. 0 to 3 percent snipes
Au Augusta fine sandy loam
B3v Bibb and Johnston looms. frequently flooded
B.B Bonn eau loamy sand. 0 to 6 percent slopes
BOC Bentsen loamy and. 6 to 10 Percent slopes
Cb Chawscla loam. frequently flooded
CrN Conelce loamy sand, o to 5 percent slopes
Cook Craven line sandy learn to 1 percent slopes
Core Craven line no, loam, Ito a percent adds,
C,C craven tine Send, loam, a to B p.rcem slop..
DgA Dogue sandy loam. 0 to 2 percent stapes
D'D Deem, Sandy loam, 2 to 6 percent slopes
Dec Dogue sandy loam. 6 to 12 Percent slopes
Dk Dmori mucky peat, frequently flooded
E.A Ewm very line sandy loam, o to 2 Percent slopes
E.8 E.um very line sandy loam, 2 to 5 percent slopes
GOA Goldsboro sandy team, 0 1. 3 Percent slopes
GI Grantham sill loam
Lf Last loam
Ln Lenoir fine sandy loam
Ly Lynctourg sandy loam
No Nahunta vary fine a andy loam
NoA Norfolk sandyloam, 0 to 2 percent slopes
N.B Norfolk sandy loam, 2 t0 6 Percent elopes
Pa Pomade l.am
Re Room. andy learn
Be Atari lone sandy loam, frequently flooded
Se Seabrook loamy sand
TaB Tarboro loamy sand. 0 to 5.,,sent slaps
To, Toro sandy loam
Udil Udorthents, loamy
We Wish.. sandy loam
WEv Wehadkae loamfraquenuy flooded
Woo, Wickham fine sandy loam, 0 to 2 Percent slopes
WFB Wlekhem fine Sidney loam. 2 to 6 percent slope.
WLC Wickham fine sandy loam. 6 to 10 Oarenct slopes
Who Wickham Urban lend comples, 2 to In intoner, slopes
WID Winton line sandy loam. 6 to 15 percent slopes
WtE Winton fine and, loem, 15 to 60 percent slopes
v Broadls defined map units. Fewer ..It esamlr ohs were
made in these mapping unib, and delinealiona end Included
areas re generally larger. The mapping units warp designed
primarily for woodland management.
4This map unit includes disturbed areas that will support
v ..•taper, Each ar.. is Identified on the tell led with the
symbol Ud, and then labeled at to type, that is landfill. Sort.
Soot symbols are used for areas <s avm in site.

Bertie County, North Carolina 105
TABLE 13.--WATER MANAGEMENT
(Some terms that describe restrictive soil features are defined in the Glossary. See text for definitions of
"slight," "moderate," and "severe." Absence of an entry indicates that the soil was not evaluated. The
information in this table indicates the dominant soil condition but does not eliminate the need for onslte
investigation)
Soil name and 1 Pond I Aquifer -fed I 1
map symbol : reservoir 1 excavated : Drainage I Irrigation
AtA--------------- :Moderate:
Altavista : seepage.
i
Au ---------------- :Moderate:
Augusta : seepage.
BB: I
Bibb ------------- :Moderate:
: seepage.
Johnston --------- :Severe:
: seepage.
i
BoO--------------- :Severe:
Bonneau : seepage.
I
BoC--------------- :Severe:
Bonneau : slope,
1 seepage.
Ch---------------- :Moderate:
Chewacla : seepage.
CnB--------------- :Severe:
Conetoe : seepage.
:
G[A, CrB---------- :Moderate:
Craven : seepage.
Moderate: ;Favorable ------i
deep to water,) :
slow refill.
Moderate: :Favorable------:
slow refill. :
1 :
Moderate: 1Floodlng------:
slow refill.
Severe: !Flooding -------
cutbanks cave.:
:
Severe: :Deep to water
cutbanks cave.:
i
:
i
Severe::Deep to water
cutbanks cave.:
i
Moderate: :Flooding-------
slow refill. :
i
Severe: :Deep to water
no water. :
slow refill, :
�••Re' T rraces i
: and
: diversions
i
i
-:Wetness,
: soil blowing.
Grassed
Favorable.
Wetness -------- :Wetness, :Wetness.
i soil blowing.
i
i
Wetness, ':Erodes easily, :Erodes easily,
flooding. : wetness. : wetness.
Wetness, :Wetness -------- :Wetness.
droughty,
flooding.
Droughty, :Soil blowing ---:Droughty.
fast intake,
soil blowing.
Droughty, :Slope, :Slope,
fast intake, 1 soil blowing. : droughty.
soil blowing.
Wetness, :Wetness -------- :Wetness.
flooding.
i
Droughty, :Too sandy, :Droughty,
fast intake, : soil blowing. : rooting depth.
soil blowing.
Wetness, :Wetness, :Peres slowly.
peres slowly. 1 peres slowly. :

crc--------------- !Moderate:
!Severe:
Craven : seepage,
!.slow refill,
slope.
: cuthanks cave.
!
DgA--------------- !Moderate:
:
;Severe:
Dogue ; seepage.
: slow refill,
I
cuthanks cave.
I
DgB--------------- :Moderate:
:Severe:
Dogue : seepage,
: slow refill,
: slope.
! cuthanks cave.
DgC--------------- :Severe:
:Severe:
Dogue : slope.
! slow refill,
: cuthanks cave.
i
Dk---------------- :Moderate:
;Severe:
Dorovan : seepage.
I
: cuthanks cave.
I
I
I
ExA--------------- :Slight ---------
I
I
!Severe;
Exam:
, slow refill.
?eres slowly, !Wetness, ;Wetness, :Peres slowly.
slope. ! peres slowly, ; peres slowly.
slope.
I I I
I I I
Favorable ------ l Wetness, :Wetness, !Favorable.
: soil blowing. : soil blowing. !
I I I
I �
Slope ---------- :Wetness, :Wetness, !Favorable.
: soil blowing, : soil blowing. :
: slope. ! :
Slope ---------- :Wetness , :Slope, :Slope.
! soil blowing, : wetness,
! slope. i soil blowing. i
I : :
Flooding, :Wetness, !Wetness, !Wetness.
subsides. : soil blowing, soil blowing. :
: flooding.
I I I
I � I
Favorable ------ :Wetness, :Erodes easily, !Erodes easily.
erodes easily,! wetness,
soil blowing. ! soil blowing.

106
TABLE 13.--WA7ER MANAGEMENT --Continued
i mmrcacrons xor--
Soil name and ! k, nd , KFU er- e
map symbol I reservoir I excavated
ExB--------------- !Moderate:
Exum slope.
,
GOA--------------- !Moderate:
Goldsboro : seepage.
,
:
Gt---------------- !Slight _________
Grantham
Lf________________
Leaf
Ln________________
Lenoir
Ly----------------
Lynchburg
Na________________
Nahunta
Norfolk
NOB --------
Norfolk
Pa___-_--_-
Pantego
Ra_________
Rains
Ro_________
Roanoke
Se---------
SeabrookTaB________
Tarboro
Tomotley
Ud.
Udorthents
Wa_________
Wahee
Slight ---------
Slight---------
Moderate:
seepage.
seepage
-{noeerace:
: seepage,
! slope.
-!Moderate:
: seepage.
,
-!Moderate:
: seepage.
-!Severe:
! seepage.
:
,
-!Severe:
! seepage.
:
-:Severe:
: seepage.
ooerare:
seepage.
Severe:
slow refill.
Soil Survey
i , TeMaces
Drainage ; Irrigation ; and ; Grassed
diversions : waterways
Slope ---------- :Slope, :Erodes easily, ;Erodes easily.
I wetness, : wetness,
: erodes easily.: soil blowing. !
Favorable ------ 'Wetness ' ' ,W'etness, ,Favorable.
deep to water,l ! soil blowing. : soil blowing. I
slow refill.
evere: !Favorable ------ ;Wetness, ,Erodes easily, :Wetness,
slow refill. : ! soil blowing, : wetness, : erodes easily.
: erodes easily.: soil blowing. :
evere: !Peres slow! 'Wetness "
Y---i , ,Wetness, ,Wetness,
slow refill. i peres slowly. peres slowly. ! peres slowly.
evere:
!Peres slowly ---:Wetness, !Wetness, :Wetness
slow refill. : ! peres slowly, : Peres slowly, : peres slowly.
soil blowing. : soil blowing. :
oderate: lFavorable------ :Wetness -------- lNetness-------- :Wetness.
slow refill.
evere: IFavorable------ :Wetness, :Erodes easily, :Wetness,
slow refill. I ! erodes easily„ wetness, , : erodes easily.
soil blowing. soil blowing. :
oderate: (Deep to water :Favorable ------ !Soil blowing ---:Favorable.
deep to water,{
slow refill. :
i
,
oderate: !Deep to water
deep to water,j
slow refill. !
,
oderate: :Favorable ----
slow refill. I
,
oderate: !Favorable ----
slow refill. I
:
evere: :Peres slowly,
slow refill, !.flooding.
cutbanks cave.!
evere: ICutbanks cave
cutbanks cave.:
!
evere: :Deep to water
no water. :
:
,
evere: !Favorable ----
slow refill. I
Slight --------- :Severe:
: slow refill.
soil blowing.
etnass--------
peres slowly,
erodes easily.
letness,
droughty,
fast intake.
iroughty,
East intake,
soil blowing.
!etness,
soil blowing.
slowly ---(Wetness,
: soil blowing.
Soil blowing --
Wetness -------- l Wetness.
i
:
Wetness, !Wetness.
soil blowing. :
,
Wetness, !Wetness,
peres slowly. : peres slowly.
,
,
Wetness, !Droughty.
too sandy, I
soil blowing. I
:
Too sandy, :Droughty,
soil blowing. ! rooting depth.
,
,
,
Wetness, !Wetness.
soil blowing. I
Wetness, !Wetness,
soil blowing, ! peres slowly.
peres slowly.

Bertie County, North Carolina
Soil name and i Yond
map symbol : reservoir
WE ---------------- imoderate:
Wehadkee ! seepage.
!
WkA--------------- :Moderate:
Wickham , seepage.
,
WkB--------------- lModezate:
Wickham i seepage,
: slope.
WkC--------------- !Severe:
Wickham ! slope.
Wms:
Wickham ---------- !Moderate:
seepage,
,
slope.
,
Urban land. :
,
WtD, WtE---------- !Severe:
Winton ! slope.
107
TABLE 13.--WATER MANAGEMENT --Continued
excavated ; Drainage ! Irrigation ; and : Grassed
ponds ' ' ' diversions : waterway
Moderate: :Flooding ------- :Wetness, :Wetness, :Wetness.
slow refill. { ! soil blowing, : soil blowing. :
flooding. :
,
Severe: ;Deep to water !Favorable ------ ,So 11 blowing ---:Favorable.
no water.
Severe: :Deep to water :Slope ----------!Soil blowing --- ! Favorable.
no water. i ! i !
no water.
Severe:
no water.
no water.
Deep to water !Slope ---------- :Slope, !Slope.
soil blowing.
Deeo to water :Slope ---------- :Soil blowing---iFavorz
Slope ---------- :Slope,
I wetness
Slope.

108
Sail Survey
TABLE 14.--ENGINEERING INDEX PROPERTIES
(The symbol < means less than; > means more than. Absence of an entry indicates that data were not estimated)
Soil name and ;Depth; USDA texture
map symbol
Unified I AASHTO ' >3
i in i i i
AtA--------------! 0-14IFSne sandy loam :ML, CL-ML,:A-4
Altavista I ! I SM, SM-SC:
:14-40!C1ay loam, sandy :CL, CL-ML,IA-4, A-6,
I i clay loam, loam.: SC, SM-SCI A-7
:40-601Varlable_________ I ___ I
I I I I
Au --------------- 1 0-6 :Fine sandy loam 1SM, SM-SC,:A-2, A-4
Augusta I 1 1 ML I
16-46:Sandy clay loam, :CL, CL-ML !A-4, A-6,
! 1 clay loam, loam.: I A-7
:46-68:Variable--------- I --- : ---
I I
Bibb ------------ : 0-8 :Loam ------------- IML, CL-ML !A-4
18-60:Sandy loam, lOam,ISM, SM-SC,:A-2, A-4
1 1 silt loam. 1 ML, CL-MLI
I
: :
Johnston --------' 0-28'Loam------------ i i -lML, SM !A-2, A-4
28-60:Stratifled loamy ISM, SP-SM IA-21 A-3
I : sand to sand.
I
i
BoB, BoC--------- I+O-281Loamy sand ------- ISM 1A-2
Bonneau F78-75:Sandy loam, sandy:SC, SM-SC !A-2, A-6,
1 1 clay loam, fine 1 1 A-4
1 1 sandy loam. I I
I i I I
,Ch--------------- 1 0-4 !Loam ------------- :ML, CL, !A-4, A-6,
Che•wacla I I I CL-ML I A-7
14-421Sandy clay loam, ISM, SM-SC,:A-4,
I I loam, sandy 1 ML, CL I A-7-6,
1 1 loam. I I A-6
142-65ISilt loam, clay lML, MH, !A-41 A-61
loam, silty clay: CL, CH ! A-7
: ! loam.
Cn6--------------! 0-23:Loamy sand ------- Ism, SP-SM :A-21 A-3
Conetoe 123-42:Sandy loam, sandy:SM, SC, !A-2, A-4
1 1 clay loam, fine I SM-SC I
1 1 sandy loam. : I
:42-80:Loamy sand, sand ISM, SP, IA-2, A-3,
I SP-SM I A-1
' I ! I
CrA, CrB, CrC----I 0-11IFine sandy loam IML, CL, !A-4, A-6
Craven ! I I SM, SC I
:11-671Clay, silty clay,ICH, CL :A-7
silty clay loam.: ' i
I I I
DgA, DgB, DgC----1 0-7 ;Sandy loam -------ISM, SC, :A-2, A-4
Dogue : I : SM-SC '
! 7-50:Clay loam, clay, lCL, CH, SClA-6, A-7
1 1 sandy clay loam.! I
150-82:Stratified sand ISM, SC, :A-2, A-4,
1 1 to sandy clay I SP-SM, 1 A-1
I I loam. ! SM-SC I
I I I
Dk--------------- 1 0-5 !Mucky peat ------- :pT I -'-
Dorovan 15-85:Muck------------- IPT ! '--
85-95:Sand, loamy sand,ISP-SM, IA-1, A-3,
! loam. I SM-SC, SM: A-4,
! : ! i A-2-4
I
;Inches! 4 1 10 1 40
Pct : : �-
0 195-100:90-100165-99
0 !95-300:95-100160-99
0 190-100:75-100150-98
0 190-100l75-100175-100
0-5 l95-100:90-100180-90
0-10 160-100:50-100140-100
0 : 100 : 100 :60-100
0 i 100 100 :50-100
0 : 100 : 100 50-95
0 ! 100 1100 .60-100
0 198-100195-100:70-100
I I I
0 :96-100195-100:60-100
0 l75-300165-100160-100
0 1 100 : 100 :50-99
0 : 100 ! 100 :50-99
: ! !
: ! !
0 : 100 1 100 140-99
! : !
0 100 195-100175-100
! ! !
0 ' 100 195-100190-100
0 :95-100175-100:50-100
I ! '
0 195-100:75-100165-100
! ! 1
0 l80-100l60-100l35-100
0
0
0 ! 100 : 100
35-60
45-75
30-60
51-80
Liquid I Plas-
limit I ticity
23 ! NP-7
20-45 : 5-28
:
25 ! NP-7
20-45 : 5-25
!
50-80 25 : NP-7
30-90 30 1 NP-7
:
18-65 !
35 : NP-10
5-30
--- ! NP
15-35-NP
30-50 !
21-40 I 4-21
55-90
36-70
51-98
5-30
20-40
4-30
45-90
65-98
20-50
40-90
10-40
25-49
20-45
22-61
20
30
20
35
40-70
25
35-60
30
4-20
2-15
4-28
NP
NP-10
NP
NP-15
24-43
NP-10
16-40
NP-10
5-70 : 5-49 ! 20 ! NP-7

Benie County, North Carolina 109
TABLE 14.--ENGINEERING INDEX PROPERTIES --Continued
Classif cation , rag- Percen age passing
Soil name and ,Depth, USDA texture i—T—;ments sieve number-- !Liquid i Plas-
map symbol I ! ! Unified I AAS�HTO I >3 : , i , i limit I ticity
' !inches! 4 I 10 I 40 ' 200 : ' index
n , c
'
ExA, ExB--------- : 0-7 :Very fine sandy IHL, CL-ML,:A_4 i 0 ! 100 l95-100:80-100I51-80 : 25 ! hT-10
Exum I I loam. I CL
: 7-65ILoam, clay loam, !CL IA-4, A-6,I 0 i 100 I95-100:90-100160-90 ! 22-49 I e-30
! silty clay loam.! ! A-7
I I i I
GoA--------------
I 0-11ISandy low ------- ism, SM-SC,IA-2, A-4,1 0 :95-100195-10O:50-100:15-45 1 25 ! NP-14
Goldsboro I I I SC I A-6
I11-721Sandy clay loam, lSC, CL, !A-4, A-6,1 0 1195-100l90-100:65-95 I36-70 25-55 I 6-32
I i clay loam, sandy! CL-HL, CHI A-7-6 ! ! I I I I
72-80l Variable_________I
I I
Gt--------------- , 0-7 !Silt loam -------- :ML, CL-ML IA-4 ! 0 ! 100 ! 100 185-100155-85 ! 30 ! NP-7
Grantham 17-72:Loam, clay loam, ICL IA-4, A-6,: 0 1100 : 100 :90-100160-95 ! 22-49 ! 8-30
1 .1 silty clay loam.! I A-7
I I I , I I ! I I I I
Lf--------------- i 0-5 ILoam------------- :ML IA-4, A-6 ! 0 ! 100 I95-100170-95 160-75 ' 26-38 ' 5-12
Leaf 15-721Silty clay loam, ICL, CH IA-7 ! 0 ! 100 I95-100190-100175-95 ! 42-65 ! 20-38
! silty clay,
! clay, ! I
Ln--------------- : 0-7 !Fine sandy loam ISM -SC, SC,lA-4 0 I40-55 25 I NP-30Lenoir I i 100 1100 170-85
,
CLI I I I I I ! I
17-72:Clay, silty clay,ICL, CH !A-6, A-7 I 0 ! 100 ! 100 I85-99 155-95 130-55 ! 11-35
'i I clay loam.
Ly--------------- I 0-IOISwdy low ------- ISM, ML, !A-2, A-4 I 0 I92-100190-100:75-100:25-55 I 30 ! NP-7
Lynchburg , ! ! SM-SC,
I I CL-ML
I10-65!Sandy clay loam, !SM-SC, SC,:A-2, A-4,', 0 :92-100i90-100I70-100125-67 ! 15-40 : 4-18
sandy loam, clay: CL, CL-ML! A-6 ! ! I I I I
I loam. i
Na---------------: 0-6 :Very fine sandy ',ML, CL-HL„A-4 0 100 ,!95-100,I 80-100,I51-85 , 25 NP-10Nahuntd low. CL I ! ! ! ! ! ! !
16-64ILoam, clay loam, �CL IA-4, A-6,I 0 ! 100 I95-100:90-100:60-95 ! 22-49 I 8-30
silty Clay loam.I I A-7 I ' ' ' ' '
NoA, Nos --------- I 0-15:Sandy low ------- ism, SM-SC,IA-2 ! 0 I95-100:95-100l50-91 :15-33 ! 25 I NP-14
Norfolk I I I SC I ' ' ' , I ! ,
I15-19:Sandy loam, sandyisc SM-SC,IA-2, A-4,I 0 I95-100l91-100I70-96 130-63 120-38 4-15
I i clay loam, clay I CL, CL-MLI A-6 I I I
, , loam. I i !
:19-70 ISandy clay loam, ISC, SM-SC,:A-4, A-6,: 0 ! 100 l98-100I65-98 I36-72 ! 20-52 : 4-23
I clay loam, sandy! CL, CL-MLI A-7-6
i clay.
I ! ! I
Pa_______________i 0-18lLoam_____________:SM NL ' , , , , r r r � , ,A-2, A-4 , 0 , 100 ,95-100,60-95 ,25-75 , 35 , NP-10
Pantego :18-721Sandy clay loam, ISC, CL, IA-4, A-6,1 0 ! 100 I95-100165-100130-80 i 20-40 I 4-16
i i sandy loam, clay: SM-SC, ! A-2
! ; loam. : CL-!4. ,
I ! I ! I
Ra---------------, 0-l6,Sandy loam------- ISM , ML !A-2, A-4 I 0 : 100 :95-100i50-85 :25-56 ! 35 : NP-10
Rains 116-62!Sandy clay loam, ISC, SM-SC,IA-2, A-41I 0 1100 :95-1DOI55-98 I30-70 ! 18-40 4-20
, I clay loam. I CL, CL-ML' A-6 : : I r I
I62-72ISandy clay loam, ISC, SH-SC,'A-4, A-6,1 0 1 100 I98-100I60-98 I36-72 ' 18-45 1 4-28
clay loam, sandy: CL, CL-ML: A-7 : ! ! I ! i
I I clay. i

110 Soil Survey
TABLE 14.--ENGINEERING INDEX PROPERTIES --Continued
Classif Ication 1Frag- ; Percentage passing I ;-
Soil name and :Depth: USDA texture :_:ments ; sieve number-- ;Liquid ; Plas-
map symbol : i : Unified I AASHTO 1 )3 : , , , 1 limit : Licity
:lnchesl 4 1 10 : 40 1 200 1 : index
In Pct Pct
Ro--------------- : 0-11iFlne sandy loam :SM, ML, :A-2, A-4 1 0 I85-100i80-100,i45-85 125-55 : 25 : NP-7
Roanoke : ! : CL-ML,
1 : : SM-SC ! :
111-45:Clay, silty clay,1CH, CL !A-7 : 0 :90-100 6-300:85-100:65-95 45-70 : 22-40
, , , ,
, , clay loam. , , , , , , I ,
145-60;Stratified sand :CL-ML, !A-1, A-2,1 0-5 140-100!35-100125-95 15-90 10-60 : NP-40
to clay. , GM -GC, , A-4
CH, SM
Se---------------: 0-40l Loamy sand ------- ism, SP-SM :A-2, A-3 : 0 i95-100190-100:85-99 : 5-25 : --- : NP
Seabrook 140-65:Loamy fine sand, ism, SP-SM !A-2, A-3 : 0 195-100190-100185-100: 5-25 : '-- : NP
, fine sand, sand.,,
TaB--------------: 0-82iLoamy sand ------- ism, SP-SH,:A-2, A-31: 0 i95-100:95-100:40-99 : 8-35 : --- : NP
Tarboro : : 1 SW-SM : A-1 : ! :
Tm---------------i 0-8 15andy low ------- ism, SM-SC :A-2, A-4 : 0 :98-100:95-100175-99 :25-50 : 30 : NP-7
Tomotley : 8-50:Fine sandy loam, :SM-SC, SC,!A-2, A-4,: 0 !98-100:95-300:75-100130-70 1 20-40 1 6-23
1 sandy clay loam,: CL-ML, CL! A-6
clayloam. ,
,
150-60:Vazazia lable_________: ___ : ___
Ud.
Udorthents
Wa--------------- , 0-4 'Sand loam_______ , � , , , , , ,
, , y SM, SM-SC ,A -I, A-4 , 0 , 100 ,95-100, 50-98 ,30-50 , 28 , NP-7
Wahee : 4-84iClay, clay loam, :CL, CH !A-6, A-7 : 0 1 100 1 100 185-100:51-92 1 38-81 1 16-54
silty clay.
WE---------------: 0-IO:Loam------------- ism, SC, :A-2, A-4 i 0 : 100 195-100160-90 :30-50 : 30 i NP-10
Wehadkee l : : SM-SC : 1 l : 1 l 1
:10-65:Silt loam, silty :CL, CL-ML,!A-6, A-7,: 0 1 100 199-100:85-100145-98 1 20-58 1 6-25
, , clay loam, Very , ML, SC , A-4
floe sandy loam.,,
WkA, NkB, WkC----: 0-8 :Fine sandy loom 15M, SM-SC,lA-4 : 0 :95-10090-30070-100,145-80 : 25 : NP-7
Wickham i : : ML, CL-ML: : :
1 8-531Sandy clay loam, lCL-ML, CL,:A-2, A-4,: 0 :95-30090-30075-10030-70 1 20-41 1 3-15
clay loam, loam.: SC, SM 1 A-6,
: i A-7-6 i
:53-68:Variable---------i
Hlckham---------i 0-8 :Fine sandy loam 1SM, SM-SC,lA-4 : 0 195-100,90-100,70-300,
45-80 i 25 NP-7
8-53:Sandy clay loam, :CL-ML, CL,!A-2, A-4,: 0 195-10090-100i75-10030-70 1 20-41 1 3-15
l 1 clay loam, loam.! SC, SM 1 A-6,
A-7-6
153-681Var cable --------- I ---
Urban kind.
HtD, WtE---------: 0-171 Fine sandy loam 1ML, SM, :A-2, A-4,: 0-3 190-300190-100l50-99 125-65 ! 30 : NP-15
Winton - 1 ! : CL", SC A-6 1
117-54:Sandy clay loam, :SC, CL !A-2, A-4,: 0-2 :90-100190-100:45-95 :25-70 : 20-45 : 8-30
sandy loam, Clay: : A-6, A-71 :
loam.
:54-80:Variable_________1

Bertie County, North Carolina
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
(The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under 'Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated)
Soil name and
map symbol
AtA______________
Altavista
Au_______________
Augusta
BB:
Bibb ------------
Johnston--------
BOB, B0C__.......
Bonneau
Chewacla
CnB______________
Conetoe
CrA, CrB, CrC----
Craven
DgA, DgB, DgC____
Dogue
Dk_______________
Dorovan
ExA, ExB ---------
Exum
GoA______________
Goldsboro
at---------------
Grantham
Lf_______________
Leaf
Lenoir
Na------
Nahunta
0-14
14-40
i40-60
'i 0-6
6-46
46-68
0-8
8-60
0-28
28-60
0-28
28-75
0-4
4-42
42-65
0-23
23-42
42-80
0-11
11-67
0-7
7-50
50-82
0-5
5-85
85-95
0-7
7-65
0-11
11-72
72-80
0-7
7-72
0-5
5-72
0-7
7-72
0-10
10-65
0-6
6-64
Clay
30-24
18-35
5-20
20-35
Hoist (Permeability :Available: Soil
bulk : 1 water ;reacts
1.30-1.50
1.30-1.50
1.40-1.70
1.35-1.60
i 2-18 11.20-1.55
2-18 11.30-1.60
i
'i 5-18 :1.30-1.55
2-12 11.55-1.65
5-15 11.30-1.70
18-35 11.40-1.60
i
' 10-27 :1.30-1.60
18-35 11.30-1.60
18-35 11.30-1.50
i
2-10 :1.60-1.75
10-22 11.40-1.60
2-10 11.60-1.70
i
'i 7-27 :1.30-1.45
35-60 :1.30-1.45
i r
5-10 :1.35-1.50
35-50 11.45-1.60
5-30 11.30-1.50
I
--- 0.25-0. 40
--- 10.35-0.55
1 5-20 11.40-1.65
1 6-18 11.30-1.50
18-35 :1.30-1.40
1 5-15 11.40-1.60
: 20-34 :1.30-1.40
: 6-18--:1.30-1.50
1 18-35 11.30-1.40
1 12-20 11.30-1.50
: 35-60 11.50-1.60
: 6-20 11.40-1.55
: 35-60 11.20-1.35
1 5-20 11.30-1.60
1 18-35 11.30-1.50
: 6-18 11.30-1.50
: 18-35 11.30-1.40
2.0-6.0
0.6-2.0
2.0-6.0
0.6-2.0
0.6-2.0
0.6-2.0
2.0-6.0
6.0-20
6.0-20
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
6.0-20
2.0-6.0
6.0-20
0.2-2.0
0.06-0.2
2.0-6.0
0.2-0.6
0.6-6.0
0.6-2.0
0.6-2.0
6.0-20
2.0-6.0
0.2-0.6
2.0-6.0
0.6-2.0
2:0-6.0
0.2-0.6
0.06-0.2
0.06
2.0-6.0
0.06-0.2
2.0-6.0
0.6-2.0
2.0-6.0
0.2-0.6
111
rink -swell 1 factors : Organic
potential Imatter
1 K 1 T
0.12-0.2013.6-6.5 :Low ---------- 10.24
0.12-0.2013.6-6.0 !Low ---------- 10.24
:-------------:----
0.10-0.1514.5-6.0 !Low ---------- 10.20
0.12-0.18:4.5-6.0 (Low ---------- 10.24
___ 1 ___ ;------------- !____
0.15-0.2014.5-5.5 :Low ---------- :0.281 5
0.12-0.20:4.5-5.5 ILOw---------- :0.371
I
0.10-0.20:4.5-5.5 :Low ---------- 10.20i 5
0.02-0.0714.5-5.5 :Low ---------- :0.171
0.05-0.11:4.5-6.0 !Low ---------- 10.15: 5
0.10-0.15:4.5-5.5 :Low ---------- 10.201
0.15-0.24:4.5-6.5 1Low---------- 10.281 5
0.12-0.2014.5-6.5 iLow---------- 10.281
0.15-0.2414.5-7.8 :Low ---------- 10.32
0.05-0.10�9.5-6.0 :Low ---------- l0.15! 5
0.16-0.1514.5-6.0 :Low ---------- :0.15:
0.05-0.10:4.5-6.0 ILow---------- 10.101
r i i
0.12-0.15:3.6-6.5 ILow---------- :0.321 5
0.12-0.15:3.6-5.5 (Moderate ----- 10.321
i i
0.08-0.15:3.6-5.5 :Low ---------- l 0.281 4
0.12-0.19:3.6-5.5 IModerate----- 10.28:
0.05-0.1413.6-5.5 :Low ---------- :0.17:
: : : :
0.20-0.2513.6-4.4 :------------- I ---- :---
0.20-0.2513.6-4.4 :------------- :---- :
0.05-0.0814.5-5.5 :Low----------:----:
i
0.15-0.2014.5-6.0 1Low---------- 10.371 5
0.15-0.20:4.5-5.5 !Low ---------- :0.37:
0.10-0.1513.6-6.0 :Low----------i 0.20, 5
0.11-0.2013.6-5.5 :Low ---------- 10.241
i_____________i____
0.13-0.20:3.-6=5.5 :Low ----- ----- i0.37: 5
0.15-0.20:3.6-5.5 !Low ---------- 10.431
i
0.12-0.18:3.6-5.5 !Low ---------- 10.281 4
0.18-0.21:3.6-5.5 :High --------- 10.321
0.10-0.1413.E-5.5 !Low ---------- 10.28: 5
0.13-0.15:3.6-5.5 :Moderate ----- 10.321
0.09-0.13:3.6-5.5 :Low ---------- 10.201 5
0.12-0.16:3.6-5.5 !Low ---------- 10.201
0.15-0.20:4.5-6.0 :Low ---------- i0.431 5
0.15-0.20:3.6-5.5 :Low ---------- 10.43:
.5-2
3-8
.5-2
1-4
.5-2
.5-2
.5-1
20-80
.5-2
.5-2
2-4
1-3
2-4
.5-5
2-4

112
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued
Soil Survey
Soil name and tl epthi Clay ! Moist !Permeability lAvai lab le! Soil lShz ink -swell ! factors ! Organic
map symbol ; ! bulk ; I water !reaction! potential —�—i matter
density capacity K T
NoA, NoB--------- ! 0-15! 5-18 11.45-1.65! 2.0-6.0
Norfolk 115-191 18-35 11.30-1.651 0.6-2.0
119-70! 20-43 11.20-1.65! 0.6-2.0
Pa---------------! 0-18! 5-15 11.40-1.601 2.0-6.0
Pantego 118-721 18-35 11.30-1.50! 0.6-2.0
Ra--------------'! 0-161 5-20 :1.30-1.601 2.0-6.0
Rains 116-62! 16-35 11.30-1.601 0.6-2.0
162-72' 18-40 :1.30-1.501 0.6-2.0
Ao-------'----"-! 0-111 10-18 11.20-1.50! 2.0-6.0
Roanoke 111-45! 35-60 i1.35-1.65! 0.2
l45-601 5-50 11.20-1.501 0.06-20
Se---------------! 0-40! 2-12 :1.30-1.601 6.0-20
Seabrook 140-65! 2-12 11.30-1.601 6.0-20
TaB--------------- ! 0-821 3-12 11.60-1.75! 6.0-20
Tarboro ! ! !
ta--------------- ! 0-8 ! 5-20 11.30-1.601 2.0-6.0
Tomotley ! 8-501 18-35 :1.30-1.501 0.6-2.0
!cn-sn! ___
Ud. ! i
Udorthents
Wa---------------! 0-4 ! 5-20 11.30-1.60! 0.6-2.0
Wahee ! 4-841 35-60 11.40-1.601 0.06-0.2
WE---------------! 0-101 5-20 11.35-1.601 2.0-6.0
Wehadkee !10-65! 18-35 11.30-1.501 0.6-2.0
! i ! !
WkA, WkB, WkC ---- ! 0-8 ! 8-15 11.45-1.651 2.0-6.0
Wickham ! 8-531 18-35 11.30-1.50! 0.6-2.0
153-681 --- ! --- ! ---
0.10-0.1513.6-6.0 :Low ---------- l0.20! 5
0.10-0.1813.6-5.5 !Low ---------- 10.24!
0.12-0.1813.6-5.5 :Low ---------- 10.24!
, I i i
0.12-0.20l3.6-5.5 :Low ---------- l0.15! 5
0.12-0.20:3.6-5.5 :Low ---------- l0.28!
! ! ! !
0.10-0.1413.6-6.5 'Low ---------- l0.20! 5
0.11-0.1513.6-5.5 !Low ---------- l0.24!
0.10-0.1513.6-5.5 !Low ---------- l0.28!
0.12-0.1813.6-5.5 !Low ---------- l0.28! 4
0.10-0.19:3.6-5.5 !Moderate ----- :0.24!
0.04-0.14:3.6-6.5 :Moderate ----- 10.24!
0.05-0.1114.5-6.5 !Low ---------- l 0.101 5
10.02-0.0914.5-6.5 :Low ---------- l0.10!
10.05-0.0914.5-6.5 :Low ---------- i0.10! 5
0.10-0.1513.6-5.5 !Low ---------- l0.20i 5
0.12-0.1813.6-5.5 !Low ---------- 10.20
___ ! ___ !------------- !---- !
0.10-0.1514.5-6.0 !Low ---------- :0.24! 5
0.12-0.2013.6-5.5 !Moderate ----- l0.28!
0.10-0.1514.5-6.5 :Low ---------- 10.241 5
0.16-0.2014.5-6.5 !Low ---------- l0.32!
! ! ! !
0.11-0.1614.5-6.0 !Low ---------- 10.24! 5
0.12-0.17:4.5-6.0 !Low ---------- 10.24!
___ I ___ !------------- !---- !
WmB: i i i i i i i I I
Wickham---------! 0-8 ! 8-15 11.45-1.651 2.0-6.0 :0.11-0.1614.5-6.0 !Low ---------- :0.24! 5
! 8-531 18-35 11.30-1.50! 0.6-2.0 10.12-0.1714.5-6.0 !Low ---------- 10.24!
�cn_col ___ ! ___ ! ___ ! ___ ! ___ !------------- !---- !
5-2
4-10
1-6
1-3
.5-2
.5-1
1-6
.5-5
2-5
.5-2
.5-2
Urban land. I i I i i !
WtD, WtE---------! 0-171 7-27 11.30-1.401 2.0-6.0 10.12-0.20l3.6-6.0 !Low ---------- l0.20! 5 ! .5-3
Winton :17-541 18-35 11.30-1.501 0.2-2.0 :0.12-0.20�3.6-6.0 !Low ---------- 10.24
__ �_____________i____�

Bertie County, North Carolina
TABLE 16.--SOIL AND WATER FEATURES
("Flooding" and "water table" and terms such as "rare," 'brief," "apparent," and "perched" are explained in
the text. The symbol < means less than; ) means more than. Absence of an entry indicates that the
feature is not a concern or that data were not estimated)
113
Soil name and lHydrologici
"' " "` I nass or corrosion
map symbol
group
,
Frequency ; Duration
; Months
Depth ; Kind ,Months ,Uncoated IConcrete
i
steel
X LI I
AA----------i
Altavista
C
1
None--------
---
I
1 '
i1.5-2.S;Apparent;Dec-ApriModerate Moderate.
, I
i
i
Au ----------------
C C
i i
'None________I ___
;
I ___
i i i i
, i '
�1.0-2.O�Apparent,Dec-May iHigh -----Moderate.
Augusta ;
BB:
Bibb-------------i
D
lFrequent---- IBr1ef to
1 Dec -May
j0.5-1.5;ApparentiDec-Apr,Hlgh ------ Moderate.
long.
i
Johnston
D
!Frequent t----!Brief to
Nov -Jul
!+1-1.5,'ApparentiNov-JunHigh ----- lHlgh.
I
I long.
BoB, BoC---------- i
A
INone--------; ---
---
'3.5-5.O;Apparent'Dec-MarLow ------ !High.
Bonneau
CCbewaclahi
C
I
!Frequent ---- :Brief ----- Nov-Apr
I
:0.5-1.5iApparentINov-ApriHigh ----- 'Moderate.
i
C0_______________S
A
!None ________
Conetoe
6.0 Low______ :High.
,I I,
CrA, CzB, CrC-----�
Craven
C
,None--------i ---
---
'2.0-3.0jA arent'Dec-A High h.
pp r 'Hl
p; g g
i
D4A, Dq8 DgC-----
C
IiNone________�Ii
"'
I 1.5-3.OiiI
Apparent:' Jan-MarlI High-----�I
HSgh.Dogue
Dk________________ i
Dorovan I
D
I I
iFrequent----Very long
i �
i I Jan -Dec
;+1-O.SiApparentjJan-DecjHigh----- !HSgh.
ExA, ExB__________i
C
iNone________I ___
i ---
�2.0-3.O:ApparentIDec-Apr:Modera
Exum I
I I
to ;High.
GoA--------------- i
B
iNone-------- I ___
I ___
I i
i2.0-3.O�Appazent�Dec-Apr:Moderate IHlgh.
Goldsboro
;
Gt________________i
Grantham ;
D
iNone________i ___
' ,
___
I
I
i 0-1.OiApparentiDec-MaylHlgh-----!High•
Lf________________i
D
j!None ________I
'-
i
.0.5-1.S:AppazentiJan-Apr,High ----- Moderate.
Leaf
Ln Lenoir __________i
D
None________;i1.0-2.5:ApparentlDec-MaylHlgh_____
iHigh.
LL________________I
Lynchburg �
C
�None -------- I ___
I ---
i0.5-1.S,Apparent,Nov-AprjHlgh ----- iHigh.
Na________________I
i
C
!None ___________
; ___
i
11.0-2.5iApparent' Dec-MayiHlgh_____ iHigh.
Nahunta I
N
B
:None -------- I
---
'4.0-6.0iApparentiJan-Mar'Hoderate
I
I
II
:High.Norfolk
I I I
i
Pa________________i
Pantego i
B/D
'None ________
' I --'
� i
i ---
�
' O-1.SiAppa rentiNov-Hay;High-----High.
� , ,

114
Soil name and
map symbol
Soil Survey
TABLE 16.--SOIL AND WATER FEATURES --Continued
group i Frequency i Duration Months I Depth Kind !Months :Uncoated :Concrete
: I I steel I
Ra---------------- :
B/D
{None -------- i --- i ---
{ 0-1.O:Apparent:Nov-Apr:High ----- !High.
Rains '
I
'
, ,
Ro----------------:
D
i
!Frequent ---- !Brief ----- : Nov -Jun
: 0-1.0:Apparent!Nov-May!High ----- :High.
Roanoke
Se________ -------!
C
None________ ___ , ___
{
, , , , ,M
Seabrook ,
{ {
, , I
12.0-4.0IApparent!Dec-HariLow------l..oderate.
I I I ,
,
, , ,
I , , ,
_--------i
TaB-- {
A
{ i {
!None--------! --- ! ---
i ! i
: 6.0 ! --- --- ------ :Moderate.
Tarboro ,
,
!!Low
! i
{
i
Tm---------------- I
B/D
:None-------- : ___ I ___
I !
: 0-1.OiAppaienLiNov-AprlHigh----- lHigh.
Tomotley
Ud.
Udorthents
Wa----------------:
D
:None--------! --- : ---
:0.6-ScS:Apperent:Dec-MariHigh----- iHSgh-.- --
Wahee i
i i '
' ' ' ' I
I
WE----------------i
D
i i i
:Frequent ---- !Brief ----- i Nov -Jun
! { i i i
I 0-1.0:Apparent:Nov-May:High ----- :Moderate.
Wehadkee {
I ' '
' ' ' I I
WkA, WkB, WkC------
B
I i
!None________: ___ { ___
i { i '
! 6.0 ' ___ ___ ! ,
!
Wickham
! :Moderate !High.
WmB:
,
Wickham ----------
6
:None-------- __: : ---
� 6.0 � --- : --- :Moderate !High.
Urban land.
WLD, WtE----------i
C
:None -------- i --- : ---
:2.0-4.0{Perched :Dec-May:Moderate !Moderate.
Winton I
1 1
! ! ! 1 1

Bertie County, North Carolina
Soil name
Altavista -----------------
Augusta-------------------
Bibb----------------------
Sonneau-------------------
Chevacla------------------
Conetoe-------------------
Donovan-------------------
Exum----------------------
Goldsboro-----------------
Granthem------------------
Johnston------------------
Leaf----------------------
Lenolr--------------------
Lynchburg-----------------
Nahunta-------------------
Norfolk-------------------
Pantego-------------------
Ra1ns---------------------
Roanoke-------------------
Seabrook------------------
Tarboro-------------------
Tomotley------------------
Wahee---------------------
Winton--------------------
TABLE 17.--CLASSIFICATION OF THE SOILS
Family or higher taxonomic class
Fine -loamy, mixed, thermic Aquic Hapludults
Fine -loamy, mixed, thermic Aeric Ochraquults
Coarse -loamy, siliceous, acid, thermic Typic Fluvaquents
Loamy, siliceous, thermic Arenic Paleudults
Fine -loamy, mixed, thermic Fluvaquentic Dystrochrepts
Loamy, mixed, thermic Arenic Hapludults
Clayey, nixed, thermic Aquic Hapludults
Clayey, mixed, thermic Aquic Hapludults
Dysic, thermic Typic Medisaprists
Fine -silty, siliceous, thermic Aquic Paleudults
Fine -loamy, siliceous, thermic Aquic Paleudults
Fine -silty, siliceous, thermic Typic Paleaquults
Coarse -loamy, siliceous, acid, thermic Cumulic Humaquepts
Clayey, mixed, thermic Typic Albaquults
Clayey, mixed, thermic Aeric Paleaquults
Fine -loamy, siliceous, thermic Aeric Paleaquults
Fine -silty, siliceous, thermic Aeric Paleaquults
Fine -loamy, siliceous, thermic Typic Paleudults
Fine -loamy, siliceous, thermic Umbrlc Paleaquults
Fine -loamy, siliceous, thermic Typic Paleaquults
Clayey, mixed, thermic Typic Ochraquults
Mixed, thermic Aquic Udlpsamments
Mixed, thermic Typic Udlpsamments
Fine -loamy, mixed, thermic Typic Ochraquults
Clayey, mixed, thermic Aeric Ochraquults
Fine -loamy, mixed, nonacid, thermic Typic Fluvaquents
Fine -loamy, mixed, thermic Typic Hapludults
Fine -loamy, mixed, thermic Aquic Hapludults
115