20130918 Ver 6_Borrow Site - NCDOT Parcel 46_20151027

12/ll/08
Project #/WBS Element:
Responsible Person:
Address:
Reclamation Plan for Operations
Borrow Pit
Date: 7/7/15
U-2525B County: GUILFORD
FLATIRON CONSTRUCTION - ANDY DOWNS
7614 BUSINESS PARK DRIVE, GREENSBORO, NC 27409
Property Owner: NCDOT
Property Owner Address
Phone Number:
PO BOX 25201, RALEIGH, NC 27611
Borrow Pit Property 3637 BRIARMEADE RD.
Address: GREENSBORO, NC 27405
Total acreage of proposed pit: 4.3
Expected depth of excavation: 22 FT
Present use of land: vACANT F�E��
Proposed use after reclamation: VACANT FIELD
Proposed sequence of excavation (include amount of clearing & proposed slope rates):
INSTALL PERIMETER EROSION CONTROL
STRIP TOPSOIL, REMOVE BORROW, SPREAD TOPSOIL, STABILIZE
Did the Environmental Evaluation indicate the presence of any wetlands or endangered species?(If
yes, briefly list findings and indicate physical means by which buffer zone will be delineated):
SEE ENVIRONMENTAL REPORT
Is any portion of the pit or access & haul roads within a watershed with riparian buffer zone
requirements? (If yes, indicate physical means by which buffer will be delineated and how diffuse
flow into the buffer zone will be maintained):
SEE ENVIRONMENTAL REPORT
Reclamation Procedures for Borrow/Waste/Staging Areas for Operations 12/ll/08 9

12/ll/08
Is the site adjacent to High Quality Waters as defined by the Department of Environment and Natural
Resources? (If yes, note how the devices have been designed to meet DENR requirements):
NO
Are there any conditions identified on the State Historic Preservation Office Review Form for borrow
activities? Explain:
NO
Describe the intended plan for the reclamation and subsequent use of all affected lands, and indicate
the general methods to be used in reclaiming this land, including any stockpile areas, haul roads and
ditches. Describe the sequence for reclaiming the pit. Attach a map which illustrates this plan,
showing the location and design of all temporary and permanent erosion control devices. All features
must comply with the appropriate specifications, standards and reflect Best Management Practices
(BMP). The plan must indicate setbacks to adjacent properties, buffer zones and if de-watering is
required and the pit is located within the l 5 county region of the CCPCUA, the GPS coordinate
location of any well located within 1500 ft. of the pit.
SEE ENVIRONMENTAL REPORT
Will excavation extend below the water table? (If yes, see a, b, & c, below): NO
a) Specify how de-watering will be accomplished. Include proposed method of reducing effluent
turbidity so that it meets the requirements of the Division of Water Quality. Show any pit dewatering
basins, construction details and calculations on the plan:
b) If the pit is within the Central Coastal Plain Capacity Use Area, list the person responsible for
completing The Division of Water Resources CCPCUA spread sheet and method of submission to the
Engineer:
c) If water is to remain in the pit after completion, state the estimated depth of the water. (At least a
depth = 4'). Indicate the water table depth prior to beginning excavation and the method used to
obtain this information.
Reclamation Procedures for Borrow/Waste/Staging Areas for Operations 12/ll/08 10

12/ll/08
Describe the proposed schedule of permanent seeding and mulching. Detail the frequency of
permanent seeding and mulching. Note that a permanent stand of vegetation is required prior to a
final inspection.
SEEDING WILL OCCUR IMMEDIATELY AFTER BORROW ACTIVITIES ARE FINALIZED. SEEDING AND MULCHING
WILL BE INSPECTED AND ADJUSTED ON A BI-WEEKLY BASIS.
Reclamation Procedures for Borrow/Waste/Staging Areas for Operations 12/ll/08 11

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' NOTES � ���
�^� � � .I � Q ,� �
�:��:�� :.-��,;. .; �-�:� W 1. STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT U-2525B ��
�' `' �� SPECIAL PROVISIONS, ATTACHED FOR REFERENCE.
,� �,
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°t� f Q " 2. TOPSOIL WILL BE STRIPPED AND STOCKPILED ONSITE.
II ' .` �M � .4 �[ �y. '�� ,� ���� ./ _ ',yJ{ �i I 1. ���� �� �L�{� ',,,�".��iF Fv�:�' � ���, � "�I`,f��y''1 �7 � �'�.h � i:i�..„ '"� � ,.I''�
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Borrow Area Reclamation Plan - Erosion Control Calculation<
Responsible Party: Flatiron/ Blythe Development Company, A JV Project Number: U-25258
Plans prepared by: Andrew Downs Contract Number: C203399
Level III E&SC /Storemwater Cert #: 3192 County: Guilford
Name of Property Owner: NCDOT (Parcel 46) Date Prepared: 7/7/2015
Calculations
Basin ID: 46-1
Drainage Area
Disturbed Area
Time of Concentration
Sediment Storage Volume
Peak Flow for Design Storm
Suface Area
Basin Dimensions
Skimmer Size
Orifice Size
Disturbed Area =
Elevation Drop =
Flow Length =
Slope = H/l(flow) _
Jarrett Max Area = 460 * 5=
If watershed Drainage Area is less than Jarrett Max area, ther
tc = 5 min
If skimmer outlets are used, 1800 cf/disturbed acre
Q=C*i*A
C=Rational Method Runoff coefficient
Assume Sandy Loam, 100%Cultivated, 5-10% Slope =
i= rainfall intensity for a given return period
For Greensboro, 10 year Rainfall intensity =
A = watershed drainage area =
Q=
With Surface Outlets, A= 325 * Q=
Area of Basin
Weir Leneth = Q/.8 =
Qskim — Vskim�Tdewater
Vsk;m=Volume of top 2 ft. _
Tdewater —
Qskim —
From Table 5.1, use Skimmer Diameter =
�orifice- SC{Yt� Qskim�Z310*SC�I't�Hskim�)
From table 5.1, Hskim for selected skimmer =
�orifice—
Round to nearest 1/8 inch� Doriti�e=
Page 1 of 1
43 acres
43 acres
30 ft.
500 ft
0.06 ft/ft
27.60 acres
Tc = 5 min
7740 cu. Ft
0.4
6.8 in/hr
4.3 Acres
11.7 cfs
3801 sf
100X40x3
15 ft
8000 cu.ft.
3 days
2667 cu. Ft. / Day
2inch
0.167 ft
1.68 in.
1.750 in.

U-2525B ��� Guilford County
Project Special Prov�sior�s-
Erosion Control
STABILIZATION REOUIREMENTS:
Stabilization for this project shall comply with the time frame guidelines as specified by the
NCG-010000 general construction permit effective August 3, 2011 issued by the North Carolina
Department of Environment and Natural Resources Division of Water Quality. Temporary or
permanent ground cover stabilization' shall occur within 7 calendaz days from the last land-
disturbing activity, with the following exceptions in which temporary or permanent ground cover
shall be provided in 14 calendar days from the last land-disturbing activity:
Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less
Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
� Slopes 4:1 or flatter
The stabilization timeframe for High Quality Water (HQV� Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQW) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
SEEDING AND MULCHING: ' (East)
The kinds of seed and fertilizer, and the rates of application of-seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounds pez acre.
All Roadway Areas
March 1- August 31
50# Tall Fescue
10# Centipede
25# Bermudagrass (hulled)
500# Fertilizer
4000# Limestone
September 1 - February 28
50# Tall Fescue
10#
35#
500#
4000#
Centipede
Bermudagrass (unhuiled)
Fertilizer
Limestone
Waste and Borrow Locations
March 1— August 31 September 1- February 28
75# Tall Fescue 75# Tall Fescue
25# Bermudagrass (hulled) 35# Bermudagrass (unhulled)
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
1 of 49 4/4/2014

U-2525B � J� Guilford County
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon
Engineer's request.
Approved Tall Fescue Cultivars
2nd Milletuuum Duster Magellan
Avenger Endeavor Masterpiece
Barlexas Escalade Matador
Barlexas II Falcon II, III, IV & V Matador GT
Barrera Fidelity Millennium
Barrington Finesse II Montauk
Biltmore Firebird Mustang 3
Bingo Focus Olympic Gold
Bravo Grande II Padre
Cayenne Greenkeeper Paraiso
Chapel Hill Greystone Picasso
Chesapeake Inferno Piedmont
Constitution Justice Pure Gold
Chipper Jaguar 3 Prospect
Coronado Kalahari Quest
Coyote Kentucky 31 Rebel Exeda
Davinci Kitty Hawk Rebel Sentry
Dynasty Kitty Hawk 2000 Regiment II
Dominion Lexington Rembrandt
Rendition
Scorpion
Shelby
Signia
Silverstar
Southern Choice II
Stetson
Tarheel
Titan Ltd
Titanium
Tomahawk
Tacer
Trooper
Turbo
Ultimate
Watchdog
Wolfpack
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 pounds per acre
and add 20# of Sericea Lespedeza from January 1- December 31.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.
Native Grass Seeding And Mulching (West)
Native Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands and
riparian areas, and adjacent to Stream Relocation and/or trout stream construction within a 50
foot zone on both sides of the stream or depression, measured from top of stream bank or center
of depression. The stream bank of the stream relocation shall be seeded by a method that does
not alter the typical cross section of the stream bank. Native Grass Seeding and Mulching shall
also be performed in the permanent soil reinforcement mat section of preformed scour holes, and
in other areas as directed.
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounds per acre.
2 of 49 4/4/2014

U-2525B Guilford County
�.� �
August 1- June 1 May 1— September 1
18# Creeping Red Fescue 18# Creeping Red Fescue
8# Big Bluestem 8# Big Bluestem
6# Indiangrass 6# Indiangrass
4# Switchgrass 4# Switchgrass
35# Rye Grain 25# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
Approved Creeping Red Fescue Cultivars:
Aberdeen Boreal Epic Cindy Lou
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.
Native Grass Seeding and Mulching shall be performed in accordance with Section 1660 of the
Standard Specifications and vegetative cover sufficient to restrain erosion shall be installed
immediately following grade establishment.
Measurement and Payment
Native Grass Seeding and Mulching will be measured and paid for in accordance with Article
1660-8 of the Standard Specifications. �
TEMPORARY SEEDING:
Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate
of 400 pounds and seeded at the rate of 50 pounds per acre. Sweet Sudan Grass, German Millet
or Browntop Millet shall be used in summer months and Rye Grain during the remainder of the
year. The Engineer will determine the exact dates for using each kind of seed.
FERTILIZER TOPDRESSING:
Fertilizer used for topdressing on all roadway areas except slopes 2:1 and steeper shall be 10-20-
20 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of fertilizer
may be used provided the 1-2-2 ratio is maintained and the rate of application adjusted to provide
the same amount of plant food as 10-20-20 analysis and as directed.
Fertilizer used for topdressing on slopes 2:1 and steeper and waste and borrow areas shall be 16-
8-8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of
fertilizer may be used provided the 2-1-1 ratio is maintained and the rate of application adjusted
to provide the same amount of plant food as 16-8-8 analysis and as directed.
3 of 49 4/4/2014

Jurisdictional Feature Delineation and Federally Threatened
and Endangered Species Investigation
U-2525B: Proposed Borrow Site on Parce146
Guilford County, North Carolina
Catena Job: 2190
Prepared for:
Mr. Andy Downs
Flatiron
7614 Business Park Drive, Suite G
Greensboro, NC 27409
Prepared by:
�5���1'��ER/�,�,y
�
W '. �
�
`� � , ��
�r��3����
Th�
Catena
Graup
1000 Corporate Drive, Suite 101
Hillsborough, NC 27278
Tel [phone]
June 29, 2015

1. PURPOSE
Flatiron is considering using the Parce146 Borrow Site to acquire soil and other natural
materials for construction of U-2525B. The borrow site is located at approximately 3630
Briarmeade Road in Guilford County, NC. As part of the Environmental Evaluation required
under the NCDOT Reclamation Procedures for Borrow/ Waste/ Staging Areas for Contracted
Projects, Three Oaks Engineering/The Catena Group, Inc. (Catena) was contracted to conduct
jurisdictional delineations and threatened and endangered species surveys.
2. PROJECT DESCRIPTION
The proposed borrow site consists of approximately 3-acres within a 6-acre parcel (Appendix
A, Figure 1). The study area consists of the proposed borrow site, and a 400-ft wide
perimeter extending beyond the limits of the proposed borrow site.
3. METHODOLOGIE5
Catena was provided site maps depicting the study area of the proposed borrow site.
Additional mapping resources used in this investigation include the most recent United States
Geologic Survey (USGS) 7.5-minute topographic quadrangle map, National Wetland
Inventory (NWI) Mapping, and the Guilford County Soil Survey.
Catena conducted the field investigation on June 15, 2015. The NC Division of Water
Resources (NCDWR) Stream Identification Form (Version 4.11) was used in making stream
determinations. Blue and orange flagging were used to demarcate the streams. Blue and pink
flagging were used to demarcate the wetlands. Locations of jurisdictional features were
located using a hand-held GPS with sub-meter accuracy.
The United States Fish and Wildlife Service (USFWS) lists only one species for G�uilford
County, the threatened small-whorled pogonia (Isotrza medeoloides). Although no longer
listed and protected by the Endangered Species Act of 1971, as is the case for the endangered
pogonia, the bald eagle (Haliaeetus leucocephalus) is known to occur in Guilford County.
This important raptor is still protected by the Bald and Golden Eagle Protection Act.
A search was conducted within the study area for suitable habitat far both species.
4. QUALIFICATION OF INVESTIGATORS
The investigation was performed by Randy Turner and Evan Morgan. Mr. Turner is a senior
biologist with over 25 years of experience wiih natural resource investigations including
wetland and stream delineation, threatened and endangered species surveys, natural systems
assessments, stream classifications, and GIS mapping. Mr. Morgan is a natural resources
investigatar who has been actively involved in field investigations of streams and wetlands in
multiple physiographic provinces in North Carolina. His primary duties include conducting
field reconnaissance, compiling data, creating figures, and writing the technical report.
5. RESULTS
5.1. Wetlands
One jurisdictional wetland (WA) was identified within the study area that lies beyond the
immediate borrow area, within the 400-foot buffer portion of the site (Figure 2). Wetland
WA is positioned along an unnamed tributary (SB). This wetland is not identifed on the
National Wetland Inventory (NWI) mapping. Soils described in the wetland met the field
indicator F2 as noted in the Field Indicators of Hydric Soils in the United States — A Guide
for ldentifying and Delineating Hydric Soils (Version 7.0, 2010), that states:

F2. A gleyed matrix that occupies 60 percent or more of a layer starting within 30 cm
(12 inches) of the soil surface.
Table l. Study Area Wetlands
Wetland
Wetland WA
NCWAM Classification
Headwater Forest
United States Army Corps of Engineers (USACE) wetland delineation data forms are
included in Appendix B. A portion of the proposed borrow site is at a slightly higher
elevation than the wetland and another portion is at a slightly lower elevation (approximately
10 to 20 feet above and 5 to 10 feet below). The proposed borrow site will not extend below
the elevation of the wetland. A 100-ft buffer is proposed to be placed around Wetland A.
5.2. Streams
Two jurisdictional streams were identified within the study area, the details of which are
provided in the following table and shown on Figure 2. Streams SA and SB occur near the
proposed borrow site and are depicted on the Guilford County Soil Survey (Figure 3). Stream
SC is an ephemeral drainageway to stream SB. The NCDWR Stream Identification Forms are
appended.
Table 2. Studv Area Streams
Stream (Map ID)
UT1 (SA)
UT2 to UT1 (SB)
UT3 to UT2 (SC)
Classification I DWR Index #
Perennial
Intermittent
Ephemeral
16-11- 14 -1
16-11- 14 -1
16-11- 14 -1
DWR
Classification
WS-V;NSW
WS-V;NSW
WS-V;NSW
The excavation activities at the proposed borrow site will acknowledge 50-foot buffers on all
streams and excavation will not occur below an elevation equivalent to the top of stream
bank elevation.
5.3. Ponds
A portion of a pond was located in the northeastern section of the study area. This pond has
an outlet pipe that feeds stream SB. Stream SC also originates at the pond, but appeared to
only receive water when the pond was at elevated water levels. The pond elevation is similar
to that of the borrow site and water levels should be monitored to make sure pond drainage is
not occurring during excavation.
5.4. Riparian Buffers
Stream SA is a stream mitigation site for NCDOT U-2525B. During the field investigaiion
of the proposed borrow site, mitigation work appeared to have been completed at this
location. A 100-ft buffer is proposed to be placed around streams SA and SB.

5.5. Endangered Species Surveys
S.S.1. Bald eagle (Haliaeetus leucocephalus)
Habitat for the bald eagle primarily consists of mature farest in proximity to large bodies of
open water for foraging. Large dominant trees are utilized for nesting sites, typically within
one mile of open water. A desktop-GIS assessment of the study area, as well as the area
within a 1 mile plus 660 ft radius of the project limits, was performed on June 15, 2015,
using 2010 color aerials. No water bodies large enough or sufficiently open to be considered
potential feeding sources were identified. Due to the lack of habitat, known occurrences, and
minimal impact anticipated for this project, it has been determined that this project will not
affect this species.
5.5.2. Small whorled pogonia (Isotria medeoloides)
Small whorled pogonia occurs in young, as well as maturing (second to third successional
growth) mixed-deciduous or mixed-deciduous/coniferous forests. It does not appear to
exhibit strong affinities for a particular aspect, soil type, or underlying geologic substrate. In
North Carolina, the perennial orchid is typically found in open, dry deciduous woods and is
often associated with white pine and rhododendron. The species may also be found on dry,
rocky, wooded slopes; moist slopes, ravines lacking stream channels; or slope bases near
braided channels of vernal streams. The orchid, often limited by shade, requires small light
gaps or canopy breaks, and typically grows under canopies that are relatively open or near
features like logging roads or streams that create long-persisting breaks in the forest canopy.
Suitable habitat does not occur within the proposed limits of the borrow site. Marginal
habitat was noted in the eastern and northern extent of the study area (beyond the actual
borrow area) and consists primarily of older deciduous and a few coniferous trees. A review
of the Apri12015 NCNHP records on June 15, 2015, indicates no known occurrence within
one mile of the study area. As such, the project will have No Effect on small whorled
pogonia.
6. SUMMARY
This report addresses, in part, the Environmental Evaluation required under the NCDOT
Reclamation Procedures for Borrow/ Waste/ Staging Areas far Contracted Projects.
Development of the site is expected to have no effect on federally listed species. No
jurisdictional features were identified within the proposed borrow site. There are two
jurisdictional streams and one jurisdictional wetland within the study area. These features are
not expected to be impacted for the following reasons:
• A minimum 100' buffer will be maintained from these features
• Excavation will not occur below the elevation of the jurisdictionai features
It is anticipated that this site will be accessed directly from the U-2525B roadway corridor.
As such, access impacts are anticipated.

REFERENCES
Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual,"
Technical Report Y-87-1. US Army Engineer Waterways Experiment Station.
Vicksburg, MS.
HPOWEB: NCHPO GIS Service. (Updated daily.) www.ncdcr.�poweb. Accessed
May 19, 2015.
North Carolina Natural Heritage Program. 2001. Guide to Federally Listed Endangered
and Threatened Species of North Carolina. Raleigh, NC. 134 pp.
North Carolina Online Soil Survey Manuscripts: Guildford County.
http://soils.usda.gov/survey/online_surveys/north_carolina/. Accessed May 19,
2015.
USDA, NRCS, 2010 Field Indicators of Hydric Soils in the United States, Version 7.0.
L.M. Vasilas, G.W Hurt, and C.V. Noble (eds.) USDA, NRCS in cooperation
with the National Technical Committee for Hydric Soils.
U.S. Army Corps of Engineers. 2010. Regional Supplement to the Corps of Engineers
Wetland Delineation Manual: Eastern Mountains and Piedmont Region Version
2.0), ed. J.F. Berlcowitz, J.S. Wakeley, R. W. Lichvar, C.V. Noble. ERDC/EL TR-
12-9. Vicksburg, MS:U.S. Army Engineer Research and Development Center.
U.S. Fish and Wildlife Service. 1992. Small Whorled Pogonia (Isotria medeoloides)
Recovery Plan, First Revision. Newton Corner, Massachuesetts. 75 pp.

Appendix A
Figures

The
Ca�ena
Group
RarGel 46 Borraw Site
Vicinity Map
Guiiford county, NC
June 2015
p 375 750�FEe7
I I
Job No.
219D
Figure

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°�: � �ig u re
The Parcef 46 6arresw 5ite ���ne�a�s
/^ Jurisdictivnal F�a#ur�s Ma 5C�'e �
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2190

❑ale �'ag ure
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2isa

Appendix B
Stream and Wetland Forms

NC DWQ Stre�m �dentificatian Form �'ersfon 4,11
Qate: 1; ProjectlSite �- l .� ,
' �� � � �;'•,� �,
Evalua�or: `�.I 1"+�1, �nuraty: ��,y�c:� �
i D
TOtd� PC11'tt5; Stresm ae4emsination (c"rrcle
StaeamisatleasfinteRnittenY ,..-�'" -
ifa �s or��r�nnie�itz 30• .� Ephemeral Intermittent, Per�
Latitude;
LDiig[iGt�g:
f]ther
e.g, LuadlYame;
A. Geomo halo Subtotal =��1 � Abserrt Weak Moderat� Strang
1� Coniinuty af channel bed and 6ank 0 1 2 3'
2, Sinuos�ty of channel along thafweg 0 � 2 3
3. in-ohannei stre�ctur�: ex. riffle�poo6, step-pofll, � � � �:�--.i
r le- aal se uerce lf
4. Pa�Cicle size af sdream su�strte � 1 2� 3
5. Activelreiict floadpfaun 0 1 2 3
� �epositi�nal �ass or benches � 1 "2 ` 3
7. Rec�nt allvvial deposits p , 1' 3
8. Headcuks 0 , T ? 3
9. Grade cantrpf [} 4.S , 3 1.: `.�
1R. Natur�f ualley � D.5 i 1; t.w
13. Sec�rrd or greater arder �hannel No = U Yes - 3`,
°artificia: ditches are nai rated see diseussions in m������
B_ �lydrology (Subtatas = � )
12. Presence of Base�ow
13. ir[rre oxidi�ing bacteria
14. Leaf]i�er
15. Sediment on piants or dearis
16. Orgaric debris lines ar piles
'!7. Sail-based evidenc� of high waler kabEe?
0 7 2 �,
� 7 2 3
_5 1 0.5 0
0 1 i.5
4 5 �1 1 '€.5
No=Q Mes-3 a
C. Biolo {SubtotaE _ �. �' � �
18. �ibr�us roots in sfreambed 3; 2 1 0
i9. Rootec! upiand p�arrts in streambed � 3 2 1 0
2�. Maerobenthos (�ate divers:3y and abundance} 1 � 3
21. Aquatic'4lallusks � 0' 1 � 2 3
22. Fish - 4 0.6 � 1 i.. ,'
j 23. Cra�sh 0 d.5 'f.�
24. ,4mphi6ians 0 4.5 1 j Y.5
I 25. A6gae fi �.5 1] 1.�
26. Wefland plants in stre2rr�6ed FACW = 0.75; fl$L = 1.5 C3tfier = 6
`perennia' streams may alsc� �ae adertefied using ather methods. See p. 35otmanuaf.
1 �[]�85: '7'., �,.r_ ,�..- i`. .�. •i: ,r� ,;:-
_,.,.. _ . _ . - . - ' f � . .
I,
Sk@iCh: BankHefght{ftj:' -U,=+-
Bankfull width ((t}: f.t.=i,:;-
Water depth {in�: `- 7N,
Channel suhstrate- CEay, 5ilt, 5and, Gravel, Cob6fe,
9edrock
VefoeiCy-fast, moderat slr�w
Cl�rfty clear �slightlytur6Ed, tur6id

'VC DW(� Stream Identificati�n Fnrm Yersion 4.11
Qate: , _,j�;_l `� Praject�ite: ! ;;.�� C „ � L+,,,,, Latitude:
Ewaluator. `�-���;,,, Cnunty: � t 4 �. Longitude:
Total Poirtts: S;r�ar�, pefe�nation fcircle one} Gther
Streamisatleast7niermifter�P E�hemer�I;IntermittentlPerv:nhi�l e. QuadNarrra:
i12 i9orperenniafira 30- �' `-' ti . g
A. Geodn� �tolo 5ubtatal =!''�, Ahsent Weak Moderate
� 9a Continu�tyr af channel t�ee a�d k�ank 0 1 2
2. Sfn+aosrty ef channel �lang thaEweg 4 1 2
3. In-cF�ar.nei structure; ex. riffle-pvvi, step-pvvl, � �� �
r le- ool se uence
4. Particle size of stream subsVate p �� 2
I, 5. Acti4'elreEick flotrdp�ain p a S 2
6. Depos'iifana[ nars or �aenches a 1 2
7. Recent alluviaB depos�ts p �� i 2
8. F6eadcu4s p � 2
9. Grace �onttol p f d,� �
1d. hlaturaf �alYey p p,� �
1'�. 5econd �or g�eater order channel o= 0 Yss = 3
a artifcial ditches are not raled; see disc�ssions irr manuaE -`
B. H dr�la Subt�iaf = ! �
1�. Presence of Baseflow � 3 2
13. Iror• ax�dizing ba�teria p 1 2
14. Leaf likter 7.5 ` 1 p.5
15 Sediment an plants or dearis fl ' 0 5 1
15. Organic debris lines ae piles 0 0. ; 1,
t7. Soi.-5ased eWidence of Mg� water fable? hlo = 0 Y s= 3
C. B�OID Subiotal = :�
18. Flbfbll5 f4flL51f1 St;eambed 3 �,�;� 1
1a Roated uplarrd pk�nts dr� streambed 3 ;, 2° 1
2C�. h+}'acrobenthos (noie diwersity and abundan�ej p 1 2
21. Aquatic Moliusks 1 2
�� Fish Cl {7 5 1
23. Cra�sh ; 0 l7 5 1
2-0. Amphibiarts [} ; fl 5i' 9
�5 Algae q : J 5J 1
2F. Wetland plants in stream6e� FACW � 4.75. Ot�L = 1. [ltther =(7
'perenniai �rearns may aiso be id�ntrfied using other methads. See p. 35 a� manuaf.
P�fOtEB:
Skeic�:
StrQng
3
3
8
D
1.5
'[ .5
0
U
3
3
1.5
1.5
1.5
1.5
B3nk Height {hJ: - -
eankfu3l width {Rj: � L',
WaYer dQp[h {in): �� 1'Z.
Channei su6strate-Clay, Sllt, Sand, Gravel, Cnbhie,
Bzdrock
Veloc�ry-fast.moderate slaw
C[a�ity - clear, s I ig ht I y t u r a i�,ltu rbid
���°

�+C DWQ Stream Icienti�cation Form Version 4.11
Qate: ' _ _ FrojectlSite: � ,. � i (�, �,.,s � Latitude:
c
Ewakua#csr. � a,`, ., Cour�ty: E- . 1,��, ' Congitude:
Tata�l Pairtts: ---
Stream �s at �easr �nrerr�r'trerrr ,1 ��� ���Ration �circfe onej c3ther
if � 9g ar oerenniai if z 30` i 7� ��� i�ph�mera�� (ntermittent Perenniaf e.g. 4uad Alame:
A. Geamar h410 5tsbt0i�i = 1� AbSF:►� Wedk MDde�3t� SEfOng
'�a C�ntinu�ty af charneE bee and bank 0 7 � a 3,
i. S�nuosty af �h2nrel along thalweg Q 1 � 2~; 3
3. In-ct��nnel stru�ture: ex. ri�f€e-pool, step-pool, 0 r� 2 3
r le- aol se u�nce
4. Partic�e siae of stream substra.e 0 T '...,2 ,� 3
5 kcbwelre9ict floodpiain 6 1 2 3
6. oepasitional bars ar benches a` 'f 2 3
7. Recent alluvial deposits 0 � Z 3
8. �eadcuts 0 ' 1 2 3
9. Gr�de cQntrvl D +,�+.5' 1 1.5
'�0. Nat�aral �alley 0 ,X� 5,% 1 1.5
11. Secar�d nr greater order Charr:�l `�o = 0'�, Yes = 3
_....._._. _.._..__ _._ .._......._, ...... .....__..__.._ ... ......,.....
B. W drol� {Subtotal = � �
i2. Pres�nce a� Baseflow 4 1 2 3
13. Irvn ox�dizi�g bacteria 1 2 3
1d. Lea`lifter 7.� f 1`'; � 17.5 Q
15 5edimentan plants orde6ris fl �'� S� I 1 7-5
1E. Organic dehr�s lines or piles � 0.5 4 1 r 7.5
17. Soi;-based evicfen�e of high water table� ; N�a � 4 Yes = 3
C. 8io14 (5ubtotal =
1$, Fit]:QUS roots in s#reambed 3 1 D
79, l�oatsd upland pEants in streambed 3 '� 'i 0
2�. Macrahen4hcas [nate divers+iy and abu�darsceJ 0) 3 2 3
21. Aquatic Moffusks d,1 3 2 3
22. Fis�^ 4 0.5 1 1.5
23. Cra�sh ;0 0.5 1 1.5
24. Arnphib�ans F 1 d.5 1 1 5
25. Algae 0.5 I 1 1.5
2�`i. Wetland plants ir strearnbed FACW = 0.75; OBL = 1.5 Ot �r =(} �
"perennial s4reams rnay also Eae Ederrt�ed usir:g oth�ir mett�ads. See p. 35 o-f manuaE.
�0:�5: �
I SketGh:
9ank Helght {f't]: F-�',
Bankfull width {dty; � = L
Water depth {kn]: -; -�
Char�nel substrate - Gay, Sllt, Sand, Gravef, Cabble,
eedrock
Velo�ity-fast, moderate, siaw
Gla rity - c lea r, SI1gF1 iIY �LYfti f�, turb i d

WETLAND pE'fERMINATI�DN EAATA Ff3RM - Eastem Moun[ains and Psedrnvrot Region
P�aJetG'Site: C�ZC�� `l� CitylCaunty: 17�+�'7G �4 Sampl6ng C1ate: .��' '`� '
AppliCanUt3wrrer: State: � Sampling Ppint: lt f� i,; ff
Investigator(sk: d.'i� ��.� Sec[ian. TawnShip, Range:
�
La�dform (hif4slope, terrace, et�.): ��4�4^�r'e Local relieF [coRCave, convex, none]: i•�^ Slnpe (°�!�;:
Subregion ['_RR oe MLRA]: k.�— Q Lat Long: Datum:
Soii M�p Unit Namt: ��I.�'��cn, Lcx'� NWI tilassificali�n:
Are climatis ! h�ndr�logic conditions r�n the skce typicai €or thvs lime o[ year? Yes �a [IF no, explain 6n �emarks.j
Are Vege[aiipn SaEI , tsr Hydrplpgy Signi�cantly disturbed? Ac� "NprmaV Gircums[ances' pcesenf? Yes tia�
Are 4e+�.etatian _ 5oEl or Hydealogy naturally problemalic� [I[ needed, explakn any answers in Ramarks.l
S�IMMAi2Y OF FINi]INGS - Attach site rnap showirtg sampling paint locations, transeGts, impvrtaa�t f�aiures, etc.
Hydraphytic Vegetatepn Present? Yes d No Is the Sampled Area
H f4C S�4I� PCBS@R2� Yes
� ��0 withm a Wefland? Yes � Mo
Welland Hydealrygy Rresent? l+es Np _
HYDRDLOGY
Wetland Hpdrology Indicators Secandar�r Indicalors lmirnmum of Mro reaue[ed]
Primzrv fe�dicators {m�rnmum of ane E5 reeRuired Chetk sll Sh�t dp�y'} _ Surfate Sokl Cratks {g�)
Surf�:.e Water (AiJ True Aquatic Pla�tts (B7d} Sparsely Vegetated Conc��e Surf�e2 {B$j
� Hi�gh W�ter Tahfe [A2) „yr�Fiyslrogen SuffidB OdrN (C7} .y�` �rainage PBtteYns {B1a)
�Saturatinn {A3} � qMidized Rhizaspheees on Livmg F2oot5 fC31 _ Moss Trim Lines [Bt5}
Water Nkarks �B'PJ ,_ Presence of 42educed Ir�on {Ckj _[Sry-Season Water Ta61e fC2]
Sedimen[ DepnsiFS (BY) _ Receni Iron Reduc[ion on Tifled Soils [C6) _ Cra�sh 6urrOwS (C8i
DriSt QeposEts (B3J � Thin Muck Surface (C7j� _ Saturation Visihl� an Aer�al Imagery (C9)
Rlgal Mat t�r Crust (BA) � CY[her (Exp�ain in Remarks) S[unted or Stressed �'fan�s [Ql)
Iron [7epositS �g5j w'A Gs�morphic P�ositipn (o2J
� Inundatian Visit�Ve s�n Reiial imagery [B7J _ Shallow Aquilard {p3y
+�%Water-Stained l.eaves (69] _ Microtopographic ReVieF �D4j
_ pquaiic F�fur�a {B'13] � FAC•Neutral 7es[ [C]5}
Field r�bsenvations: ,r
SurFace vVa[er Present? Yes _ No �! pepth {inches]:
Wa[er Tabl[: Pr�sent7 Yes � No _[7�pth {in[hesJ: �
Satvte[ion Present? Yes ✓ No, a2pth (inchesj: ���� We�4and HydroFrs�y PxesenY? Yes � Na
{ineludes ca. ifla frin e)
6escribe 92ecorded bata (sirea�n gauge, mani€oring wel{, aerial photbs, prtviau5 inspec[ions}, if avaiiabYe:
Rem�rlc�:
US Army Corps oi Engineers EaStem Maun4ains and Piedmont — Versron 2 U

VEGETATIQN {Four Strata) - Use scientific names af plar�ts. SampEing P�int: � r r`
AbsalufE [7orninant Vn���icator �aminance 7est w�orksheet:
Tre6 Stratum [�Iti! 5ixe; } �;. C.over i�! 7 dtus
1. L. ' .'� r-� , P,., __ Jr Number oC �pminant SpeCiCS �
, Tha[ Are pBL, FAGW. D� FqC: � .. {,hJ
2. "�� ..�, f `.i
� T�laf Number nf Daminan[ -
3 ' Spe[ies Acrnss All Sdrata: {H)
4. ('
Percen[ af Daminanl SpeCies c-- r`
S� ThaE Are p6L, FA�W, nr FA�.- 'l� �+^ = {A!8)
fi.
� Prevalence Inclex worksisee[:
� r = To[al Co�er 7ofaf % CQVer o!�-. Multiolv 6v:.
5a� of �ntal cavEr ` �' f. 2aRb of total cca�er: � i ❑BL species x 1=
$�QlinolShrub Stratum (plot s�ae: ) FACW species x 2=
� L4 �� , - FAC speci25 x 3=
� �� � . FAGU species x 4=
3 � �- - ��� � CJPL spe�cies x 5=
4. � �.. . � r ColUmnTO[afs: (A} [g]
r� • .
� �1 , Pr�vaience Index = B!k =
fi.
Hydrophytic Vegexatdnn Indicaturs:
7' 7- Rap�id Tesf fpr Flydrophytic Vegeta[iqn
$.
2 - []Qminance Tes� is >5G%
I 9._
�. r � 3- Prevalence fndex. �s 53.0'
. . ,, = ToFal C4ver J � �. � �p�p�plogiCal AdapFations� (Prq�ide sup�portmg
$�Qib pf {.px�?I Cpu(?A ? 2D%9' Of i42d1 CDVE�I'; I i
data in Remarks ar on a separate aheel}
Herb Sttat��rn [Piot sizer � )
1. �J:Y°-' �i:
� � ��, i:;. _ Problernaaic HydrophyticVegeaa[ion' jExplain}
2. f w • '1..� ';Va�I
3. �.; r., ---- -- — ��. .� y 'Indicatars oC hydric soil and watland Fydralagy rnust
6e present, unless disturbed qr prcablernair�.
I A '' J r� ��' I` I3�finiaions nf Faur Vege[asion 5rra�:
I5.
6 TrEe - Woody planis, axcPuding vines, 3 in. (7.fi cm) or
-- - � mare in diame[er aL hreast. heigM (D8H}, regardless caf�
7. heigh[.
8.
Saplinyr5hrub - Woody pJanES, excfuding �ines, kess
9• __ than 3:n. �Bb{ dnd gr2atee [�n w Cqual ta 328 ft(a
10. m} [�il.
��• Herb - A!I herbaceaus (non-woodyj planls. regardless
_ j d = To[al Cover of size, and we�ody planis less than 3.28 it tall.
50 k qf total cover. � 2{1°,U of tocal cover; }'"
Waady Vine Stratusrr [Plot size: �„ .' a w`oodY vine - A!� woady vines greater �han 3.zs ft irz
I1. �, ?�.� _v� _. , -
" Hydraphytic
5. _ Vegeiation
i f� - T4[al CDwer present? Yes Nn
� f
50°n of Eertal CoVe�r• � 20iE af lDI21 e9v2f:
Remarks: (Intluc�e phoio numqers here or on a separate sheet.j
L�5 Pamy C'otps oif Engineer5 Eastem fs�foun[ains an[6 Piedmont - Versian 2.4

S09L 53mpiing Poin4: ! ' ; I
PrpfiEe 17escripuart: jpescri6e [o the depth needed [a dacument the indieatar ar conFrm the a65ence of indicators.]
Oe�[h Matrix Redox F� r�S
frnchesl Coior frrloistl � Color fmDi5t4 _, % Tvoe LOC Texture Remsyrks
-� �, „-, ��,
��j ' ��- _ y` - n
'T �e: C=Contenh8tion, D=be 9euon, RM-Redl�eed Matrtx, MS=Masked 5and Grains, 'LoC�teDr: P!.=Pare Linin , M=Mavix.
Hydric 5oi1 Indica[ars: � fndicators far Prnhlemazic 3iydric Soils':
_ -irsiosal {Aij Qark SuAaee (57] � 2 cm Muck (A1p) (MLRA.147}
�lis[ic Epipedqn (A2j ! Pa€yv�lue Bel�u+7 Su�fatC (S8j {MLRA 14�7, i48j , Coas[ Fr�iri2 Rt'�UX (Ai6)
e 3iack HiStiC jA3) Th€n Dark Sutfdte� {$9) {MLRA 147, 748] (M'�RA 1A7, 14B}
,! lydrogen Suffde �Aaj '��f Loamy G3eye�7 Mavix {F2] _ Riedmon[ Flcsz�dplain Sals [F79j��
_ 5[raufied Layers (A5) _ Depleted Matrix (F3) [MLRk 136, 147}
_ z cm Muck (A7i3j (LRR id} ,� Redox [7�rk SuAace (FSJ _. very Shalluw oark sur[ace (TFi2)
[7eplefed Belq�w �ark Surface {A7�) _ �epleted ❑ark SUrfaCB (F7} _ 0liaer (Exp€ain in R�.vnarks)
T7'iicK �ark Sufface iAl2) _ Redox Flepressiqns (F81
� Sandy MuCky Mineral [51) {LRR IY. _ Iron-M�nganese Masses� (F12) (LRR N,
MLRFk 147, i-08) lNLRA 736)
Sandy Gleyed M�atrix (S4} � Um�rkc Sur€ace (F33j {MLI2.A 136, 122) 'Indieettirs oF �yrlrophytic vegetafian and
_ 5ancy Redox (55J ,�, Piedmont Floodpiain Soi�fs jF19) [MLRA 1�8? wetland hydrplagy musi be present,
Stripped Matrix (SGJ� f�ed Parenl Maierial (F21J (MLRA 727, 7-07j unles5 distutbEd nr prbbPemaiic.
Restrictive Layer (it abserve�};.
Type:
�eplh (inc�es]: Hydric SaiE Presenf? Yes No
Remarks
US flcmy Corps af Engineers €asterrt Mounlaires and Piedmont - Version 2:�

WET�AAIf} U�fi�RMINAil01� mAFA FORM - Eastern Mountains ared Pietfmont Regian
ProjecUSite: � CitylCnurny: i e � r fi 5ampling DaTe:
ApplicanU(}wner: _ $taie: _' r Sampling Point �_j ' r I
Investigator[s]: : ' Secricwti. Township, Range:
Landform [hillsBe�pe, Eer�ace, etc.}: Lrical relieF [conca�e, canvex, none�: SPope (%}:
SuGregion {LRF2 or M�F2A}; ,• �' ' Lat Long: pa[um:
Soif Ma�r Unit Nam�E: NU4R ckasslfitation:
Are climatic 1 hydrvEagec condition� on lhe siie typical for fh€s tim� of year"? Ves '✓ Na {IF na, explain i� Remarks.}
Are Vegetation . Soil . or Hydrology sign�canlly disturbed? Are "Normal Circumstances" presznt? Yes No
nre Ves�etaaon , 5oil , or Hydro3ogy narurae9y probEematYc7 (if neecfee, expiain any answers in Remarks.�
S11i4�i1AARY OF FINDINGS -- Attach site map shawing sampiing pvint lacations, transests, �rnporiant feaiures, etc.
Hydrnphytic Vegetation Present? Yes No '�/ Is [he Sampled Area i/`
Hydric Soil Prese+rY? Yes Nn t within a Weiland? Yes Nn
Wetlznd Hy�rofogy Wresent? Yes Na
HYl7RC]L.f)GY
1M1IetCand Nydrolagy Ind`acasors: Secondar+r Indic�ters {minimum of [wa reauiredl
Pnm�ry Ind�GatQrs [minimum af arre is required: check a91 �that a�Ev] _ Surface Soil Cracks {f36j
Surf��e Wa[er (Aly , True Aqua[ic PkanLS [�l4} _ Sparsefy Vegetated C4nCave S4[rface (B8i
� High Water T�ble [A2} � Hydrogen Sulfide Odor {Ciy c f]rainage Patterns {B1f}J
� SaCuraEian {A3) _ pxidize� Rh:zp$phere5 on Living Ftpvis (G3] _ Moss Trim Lines {8�6)
Wa[erMarks {B1j � Presence of Reduted Iran (Cd) _�ry-S�ason Waier Table (C2]
Sediment Deposits (62i _ Recent �ran Reduction in Til9ed Soils [C6', _ Crayf+sh Burraws 4C8}
—
�riR ��{�osits [83] _ Thin A+luck Surface (C7� _ Saturation Visi3al�: an Aerial Imagery (C9}
Rlgal Mat or Crust fB4} _ 62her fEx�Vain ir, Remarks} _ Stunted ar 5[ressed P1an[s {p1)
Iran Depvsits {B5j ! Geomorphic Pasition [02}
Inundativn visibue art Aeriai Imagery (87] � 5hallouu AquRard IQ3}
Waier-SEained Leaves {B9} � Microtopographic ReCief (pa7
^ Aqua[it Fauna (B3�) � FAC-Aleutral T�st {p5}
Field C3dservatians: - — -
, S'urface lh'at�r Present? Y�s hY� �epth (inchESj-
I Wster Table Presen[7 Ves � nto � i7epth (irches):
Saturation Presen[? Yes _ Na _ Depih (inchesJ: Wetdand FFydrology Present? Yes No '_ _
(incfu�e5 Ga �II� frin e)
bescriUe Recorded ❑ata (stream gauge, rnoniaaing well. aerial phosos, previous inspertionsl, if a�ailabee:
Remarks:
VS A.rmy Corps o€ �ngineers Eastem Mpuntains and Piedmont - Version 2.d

UEG£TATION (four Strata) - Use scuentific names of pfants. Sampfi�g Poin[: �.' ' t
A6solu[e �nmin�nl IRdiCatoY Oors�inanceTes[warksh�eee
7ree Stra[um (PtDf size: ' j 9': �qusr Sptcies? SiaWS �
_i � Numher of Daminant SpedeS ��
7. � �� "^ �` �- � �} � �� 1 That Are �BL, FAGW, or FAC: + jAS
2. (" �r, ,r� j�, . �..:,. f i
� �, f. `r r � Total Number oi Ooiminant !"'
. - SpeCies AGrass Ali 5trata�, (8)
4. ' , _�,.,.
$., . �I . �'1!'f r'� . _ �
, , �_
7
505� bf tata! cover. 3
Sapl9n�lShruh StraE.um (Plm[ size: 1
1. "r
rr � = Tar�l Co�er
_ 2C�% of totai cover: a J
��_ �
Prevalence Endex wnrksheet:
TQtal%Cpvero[ MulticilVbv:
OBL S�CiP-S M Y =
FRCW species x 2 =
FAC specses x 3 =
FACU species x 4 =
LIPL speci�:s x 5 =
Cplumn Totais: (A) {B)
Prevalence dndex = BIA =
7. _ . _ v
1- Rapid TeSt fpr�liydrbphyLt V�egOlation
8.
2- aominance Tes[ is 55�96
g� � 3- Pre�alence Index i� 53.0'
" = Total Cover � , ��phn{agical Adap¢ations' (Prawide supporting
� 50'� af tcst�i r.�ver: 24 h of totai co+�er: —
tiata in Remsrks or an a separate sheety
Her� Stratum {PI(]t S+ze-. '�- 1 , r Frublematic H drp � �G l/e eta[ipn' [Ex 18in}
i. � J . 6;f� y Y#�1� 9 P
2. - i .
,� 'Endicators vf hydnc soil and wetfand hydrology mosF
3' ��� �� he presenL unless disiurhed or proGied�oatie.
A• f r'`f'! y'' �• � - Y'r'�` � ner�,��r....,� �.r c.n�� ve.,erar�n.. e1.at..•
s Tree - Woc�dy plants. exdu:iing wnes, 3 en. (7.6 Cm} pr
more in diame[er at breas[ heighl f�6H), regard9ess aF
7 height.
8.
Sapdint,3f5hruh - Woody plants, exClu�diny vines, less
g• ihar� 3 in. DB3i and grea[er [han or equal ta 3.28 h(1
� p_ mJ [all.
a� Nerb-Att her6aceous [noe�-woodyl plants, regardless
�' = Total Cavec af sixe. and waody pPants less shan 3.28 R tall.
505� nf fotai cauer. , � 2Q% oF total caver. ' I y�,�dy �6ne - AI! woady vines greater tfian 3.28 ft in
woodv �Fine Stratum (Plat size ] ��i ��
1-_ i *. Lc�a�C,.'!
r
4.
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54% of total cover. � 20% of to[al cover: t
122IT73�k5: (1f1CIUd� phpl0 f1URlb@CS h@�B Of Of1 2 SEp2�3PE ShQ@t.}
4I�Idroph]r[IC
Ve�etation
Preseni? Yes Nd ��
US Army Carps rrf Engineers Easiem Mounladns and Piedmpnt - Version 2 0

5f7f� 5ampling Point: r r� si
Profi7e Description: ([}escrihe to the depth needed to dcrwmen[ [he indicator Qr confirm tt�ae abaence ¢�f ir�dicators.J
i7ep4h Matrix Redox Feature5
�inthes] Cofoe [moi t� �� �Colar,(moistl n, TVOC' Loc� 7exlure Remarks
_ r
I,"j'�" _ J I �' i_
'T e: C�Cartcentratiorv, R=Oe leaon, RM=Redu�e�1 Ma[rix. MS=Masked Sand Grains. 'Locatian: gL=POre linin . A,1=Ma[rix.
Fiydric Sail Indic:ators: � Indicaiors far Problema[ic Hydric Sotlss:
HisCasol (A1} _ Dark $urface {57} _ 2 cm �u9uck 4A1fPl� �141LR1# 747)
_ Histic Epipedon (A2y _ Palyvaiue fielow Surface {SSp (MLRA 147, �A$) � Cc�ast Prairie Redox (A36J
Black �isFic {A3j f 7hin park Suriace {59} {MLRA 747, 146j (MLRA 1a7, 148}
_ HydrDgCn Suffde (A4J _ L9amy Gleyed Malrix (F2] _ PdedrnanE Flopt%plain Sails (F79j
5ttaeified Layers (A5F _ Depleted Matrix (F3j �fWILRA i3S, 147}
' 2 tm Muck [Atfl) (LRfd N� _ Redox aark Surface (FBJ , Very Shallow Dark SuAaee {TF�2)
_ Depfeted Beiow Oark SurFate [A1�} _ Qepleted �ark St�rface (F7} � �ther (Explain in Remarks]
'heck oarlc Sur�sce {q12} _ Redox Qepressions {F6�
_ Sandy Mucky Mineral i51] i�-�R N, _ IrQn-Manyane5e Masses (F72J {LRR N.
ML,RA 14;, 14$] FALf2A 136]
Sandy Gleyed 1Natrix (S4j _ Umhric Surfa�e [F�3] (MLRA 136, 122j 'lndica[ars af hydrqphytic vegetatian and
^ Sandy Redax {551 � Piedmons Floadplain 59t1s (F19) (MLRA 148} we[land hydro9ogy must b� presenk,
i Siripped Matrix (SS) Red Parent Ma[erral [F2tj (AItLRA 127, �47) unless d�sNrhed ar pro6lematic.
Restric4ive Laqer (i€ a�servedj:
Type:
D��epth {inChes):. liydric Sail Present3 YeS No ��
Remarks:
US Army Corps of EnglReers Eastern �wlauniains and Piedmpnt - VersiQn 2.i7

U-2525B
Parcel 46 Borrow Site
Lateral Drainage Assessment of Borrow Pit on Existing Streams
and Wetlands
Guilford County, North Carolina
Prepared For:
Mr. Andy Downs
Flatiron
7614 Business Park Drive, Suite G
Greensboro, NC 27409
Prepared By:
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The
Catena
Group
1000 Corporate Drive, Suite 101
Hillsborough, NC 27278
Tel [phone]
September 2015

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1.0 PURPOSE
Flatiron is under contract with the NC Department of Transportation (NCDOT) to construct
Greensboro Eastern Loop (U-2525B) in Guilford County, NC. Flatiron is considering utilizing
the Parcel 46 Borrow Site to provide fill material for the roadway project.
Three Oaks Engineering/The Catena Group (Three Oaks) was contracted to perform a soil and
site investigation to determine acceptable construction limits for the proposed borrow site in
regards to existingjurisdictional features.
2.0 PROJECT DESCRIPTION
The Parcel 46 Borrow Site is located near 3600 Briarmeade Road in McLeansville, Guilford
County, North Carolina. The project study area consists of approximately 7 acres directly
adjacent to the U-2525B project (Figure 1).
Three Oaks performed the initial investigation on June 15, 2015. One jurisdictional wetland
(WA), two jurisdictional streams (SA, SB), and a pond were identified within the study area
that lies beyond the immediate borrow area, within the 400-foot buffer portion of the site.
Stream SA is a stream mitigation site for NCDOT U-2525B.
3.0 METHODOLOGIES
NCDOT requires roadway contractors to complete a site specific analysis when borrow pit
activities are proposed within 400-ft of jurisdictional features. This is to ensure borrow pit
activities do not adversely affect jurisdictional features (i.e. draining). Three Oaks
characterized specific soil and hydrological components to address the potential draining of
jurisdictional features in regard to borrow pit activities.
Three Oaks conducted a lateral drainage assessment on August 21, 2015. Soil borings were
advanced via hand turned soil auger to investigate specific soil properties (soil texture
changes, restrictive layers, apparent water table depth, etc.) as well as dominant soil series
within the proposed borrow site. Elevation data was collected at boring locations and
various other locations throughout the study area.
4.0 QUALIFICATION OF INVESTIGATORS
The investigation was performed by John Roberts and Evan Morgan. Mr. Roberts, the
primary investigator, is a Licensed Soil Scientist and the Soil Unit Head for Three Oaks with
over 10 years of experience conducting soil and environmental investigations. His primary
duties include managing soil and site investigations, using his knowledge in soil classification
and morphology throughout the mountain, piedmont and coastal plain regions of North
Carolina. His soil investigation experience includes determining suitable areas for
surface/subsurface wastewater systems, stormwater structures, wetland delineations and
hydric soil determinations.
Parcel 46 Borrow Site September 2015
Three Oaks Project 2193

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5.1 Soil and Site Characteristics
Soil borings were advanced to describe and report soil characteristics (soil texture changes,
apparent water table depth, etc.). A soil series determination was made by comparing the
soil boring descriptions to the NRCS Official Series Description (Appendix 3). The soils
observed along the linear sideslope, upslope and adjacent to the delineated intermittent
stream and wetland, are best described by boring B3 and identified as the Vance soil series.
Soil borings advanced within the wetland and directly adjacent floodplain of the intermittent
channel are best described by boring B1 and identified as the Chewacla soil series. Soil
borings were advanced near the wetland and jurisdictional streams, as well as 100 feet
perpendicularly upslope from the stream or wetland, and the identified soil series listed in
Table 1.
Table 1. Soil Series Determination
Soil Boring #
B1*
62
B3*
B4
BS
B6
Soil Series Determination
Chewacla
Chewacla
Vance
Vance
Chewacla
Vance
* Full boring description is attached.
Depth to Impermeable
Layer (In)
29
14
85
48
36
28
Depth to WT (In)
>29
7 after 1 hr
>85
>48
10 after 1 hr
>28
The findings of the field investigation are generally consistent with the Soil Survey of Guilford
County, which has Vance mapped within the study area. The Soil Survey describes this soil
series as well drained, occurring on long, smooth and narrow side slopes of upland areas.
Permeability is slow with perched water table above the Bt horizon. Taxonomic information
for Chewacla and Vance soil series is listed in Table 2.
Table 2. Map Unit Symbol, Soil Series, and Taxonomic Classification
Map Unit Symbol Soil Series Taxonomic Class
VaB Vance Fine, mixed, semiactive, thermic Typic Hapludults
Ch Chewacla Fine-loamy, mixed, active, thermic Fluvaquentic
Dystrudepts
5.2 Wetland Description and Characteristics
One jurisdictional wetland was identified within the study area. Wetland WA was classified
as a NCWAM Headwater Forest wetland type and is located immediately below a pond,
which is clearly providing the vast majority of the wetland hydrology via an 8-inch pipe drain.
Saturated conditions prevented deep soil descriptions (>18 inches below the surface) of the
Parcel 46 Borrow Site September 2015
Three Oaks Project 2193

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wetland. However, a restrictive layer consisting of a structureless, heavy clay or massive soil
layer was encountered at around 14 inches in the wetland. One hour after the boring was
conducted the water table was measured to be 7 inches.
5.3 Proposed Borrow Site Impact on Wetlands
The current grading plan proposes to excavate soil material throughout the property (Figure
2). Excavation depths are to extend below the current surface elevation of the wetland. The
proposed excavation limit will be approximately 80 ft away from the wetland at its closest
point. It is anticipated that this distance, combined with the drainage area and hydrological
input to the wetland, will be sufficient to avoid any impacts to either the wetland or the pond
which is providing the wetland hydrology.
5.4 Stream Description and Characteristics
Two jurisdictional streams were identified within the study area. Stream SA was classified as
perennial (Figure 3) and stream SB was classified as intermittent. Stream SB is an
intermittent channel that has formed at the outlet of the adjacent pond.
5.5 Proposed Borrow Site Impact on Streams
The current grading plan proposes to excavate material below the current surface elevation
of stream SB, 3-ft at its greatest extent in the northeast corner. In order to limit any
potential stream drainage, a 50-ft buffer was set from the closest point from the stream to
the proposed borrow site, and then a straight line (Limits of Excavation — Figure 2) from east
to west from that point, thus creating an undisturbed buffer that will be at minimum 50 feet.
Given the source of hydrology of stream SB, the relatively impermeable clay layer, and the
relatively minor depth of the excavation in relation to the stream (3-ft or less), it is not
anticipated that the hydrology of stream SB will be adversely affected, as its primary input is
the adjoining pond.
The grading plans do not call for excavation to occur below the current surface elevation of
stream SA, and in fact will allow surface and subsurface water to continue to drain toward
the stream. A 50-ft stream buffer must be maintained during excavation of borrow material.
It should be noted that much of the 50-ft buffer has already been disturbed due to the
highway construction.
6.0 SUMMARY
This report is provided for planning purposes for excavation of soil material at the Parcel 46
Borrow Site. Measured site-specific parameters were used to classify soil characteristics in
regards to potential wetland and stream drainage.
Parcel 46 Borrow Site September 2015
Three Oaks Project 2193

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REFERENCES
North Carolina Department of Environment and Natural Resources. 2010. NC Wetland
Assessment Method (NCWAM) User Manual Version 4.1 Prepared by the North
Carolina Wetland Functional Assessment Team. 215pp.
Soil Survey Staff, Natural Resources Conservation Service, United States Department of
Agriculture. Web Soil Survey. Available online at
http://websoilsurvey.nres.usda.gov/. Accessed [May/21/2015]
Parcel 46 Borrow Site September 2015
Three Oaks Project 2193

Appendix 1. Figures

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Lat�ral Orainage A�ssessment
Parcel 4fi Bc�rrow Site
Saif Map
Guiliord Caunty, Narth Carolina
�ate:
Septemher 2015
Scale
0 50 700 Feet
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2193
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Appendix 2. Soil Profiles

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Appendix 3. NRCS Official Series
Description

9/3/2015
Official Series Description- CHEWACLASeries
LOCATION CHEWACLA NC+AL GA SC TN VA
Established Series
RJL/Rev. JAK/DTA
0212010
CHEWACLA SERIES
MLRA(s): 136-Southern Piedmont, 133A-Southern Coastal Plain, 153A-Atlantic Coast Flatwoods
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class (Agricultural): Somewhat poorly drained
Internal Free Water Occurrence: Very shallow to moderately deep, common
Flooding Frequency and Duration: Frequent to rare for very brief to long periods
Ponding Frequency and Duration: None
Index Surface Runoff: Negligible to low
Permeability: Moderate
Landscape: Piedmont and Coastal Plain river valleys
Landform: Flood plains
Parent Material: Alluvium
Slope: 0 to 2 percent
Elevation {type location): Unknown
Mean Annual Air Temperature (type location): 59 degrees F.
Mean Annual Precipitation (type location): 44 inches
TAXON�MIC CLASS: Fine-loamy, mixed, active, thermic Fluvaquentic Dystrudepts
TYPICAL PED�N: Chewacla loam--cultivated. (Colors are for moist soil unless otherwise stated.)
Ap--O to 4 inches; brown (7.SYR 4/4) loam; weak medium granular structure; friable; common very fine,
fine, and medium roots; few fine flakes of mica; very strongly acid; clear smooth boundary. (1 to 10
inches thick)
Bw1--4 to 14 inches; dark yellowish brown {10YR 4/4) silty clay loam; weak medium subangular blocky
structure; friable; common fine and medium roots; common fine flakes of mica; few medium faint brown
{10YR 5/3) iron depletions; very strongly acid; gradual wa�y boundary.
Bw2--14 to 26 inches; dark yellowish brown { 10YR 4/4) clay loam; weak medium subangular blocky
structure; friable; common fine and medium roots; many fine flakes of mica; common medium faint
grayish brown {10YR 5/2) iron depletions and common medium distinct strong brown {7.SYR 4/6)
masses of oxidized iron; very strongly acid; gradual wa�y boundary.
Bw3--26 to 38 inches; brown {7.SYR 4/4) loam; weak medium subangular blocky structure; friable;
common fine roots; many fine flakes of mica; common medium distinct gray {10YR 5/1) iron depletions;
very strongly acid; gradual wa�y boundary.
Bw4--38 to 47 inches; strong brown {7.SYR 5/8) clay loam; weak medium subangular blocky structure;
friable; few fine roots; many fine flakes of mica; common medium distinct gray {10YR 5/1) iron
depletions; �ery strongly acid; gradual wavy boundary.
https://soilseries.sc.egov.usda.gov/OSD_Docs/C/CHEWACLA.html 1/5

9/3/2015
Official Series Description- CHEWACLASeries
Bw5--47 to 60 inches; gray (lOYR 5/1), strong brown (7.SYR 5/8), and red (2.SYR 5/8) clay loam; weak
medium subangular blocky structure; friable; few fine roots; many fine flakes of mica; areas with gray
color are iron depletions and areas with red color are masses of oxidized iron; very strongly acid; gradual
wavy boundary. (Combined thickness of the Bw horizons is 6 to 60 inches)
C--60 to 80 inches; brown (7.SYR 4/4) and gray (7.SYR 5/1) loam; massive; friable; many fine flakes of
mica; areas with gray color are iron depletions very strongly acid.
TYPE LOCATION: Halifax County, North Carolina; 1.0 mile east southeast of Norfleet on Secondary
Road 1800, 1.3 miles east southeast on a farm path, 1.0 mile south southwest on farm path, 0.5 mile
southeast of the farm path, in a wooded area.
RANGE IN CHARACTERISTICS:
Depth to Bedrock: Greater than 80 inches
Depth to Seasonal High Water Table: 6 to 24 inches, November to April
Rock Fragment content: Less than 5 percent, by �olume, in the A and upper B horizons. In some pedons,
gravel content ranges to 15 percent by �olume in the lower B horizons.
Soil Reaction: Very strongly acid to slightly acid to a depth of 40 inches, �ery strongly acid to mildly
alkaline below 40 inches, except where limed
Other Features: Few to many mica flakes throughout and none to common
concretions
RANGE OF INDIVIDUAL HORIZONS:
Ap horizon or A horizon:
Color--hue of SYR to 2.SY, �alue of 3 to 5, chroma of 1 to 6
Texture {fine-earth fraction)--sandy loam, fine sandy loam, loam, silt loam, silty clay loam or clay loam
Ab horizon {where present):
Color--hue of 10YR or 2.SY, value of 2 to 5, and chroma of 1 or 2
Texture {fine-earth fraction)--sandy loam, fine sandy loam, loam, silt loam, clay loam, sandy clay loam,
loamy fine sand, or loamy sand
AB or BA horizon (where present):
Color--hue of 7.SYR to 2.SY, �alue of 4 to 7, chroma of 3 to 8
Texture {fine-earth fraction)--loam, silt loam, sandy clay loam, clay loam, or silty clay loam
Bw horizon:
Color--hue of SYR to 2.SY, value of 4 to 7, chroma of 3 to S or variegated in shades of these colors
Texture (fine-earth fraction)--sandy clay loam, sandy loam, fine sandy loam, loam, clay loam, silt loam,
or silty clay loam
Redoximorphic features (were present)--masses of o�dized in shades of red, yellow, or brown and iron
depletions in shades of brown, yellow, olive, or gray
Bg horizon (where present):
Color--hue of lOYR or 2.SY, value of 4 to 7, and chroma of 1 or 2, or is neutral with value of 4 to S
Texture (fine-earth fraction)--sandy clay loam, sandy loam, fine sandy loam, loam, clay loam, silt loam,
or silty clay loam
Redoximorphic features (where present)-masses of o�dized iron in shades of red, yellow, or brown and
iron depletions in shades of brown, yellow, olive, or gray
BC horizon (where present):
https://soilseries.sc.egov.usda.gov/OSD_Docs/C/CHEWACLA.html 215

9/3/2015
Official Series Description- CHEWACLASeries
Color--hue of SYR to 2.SY, value of 4 to 7, chroma of 3 to S
Texture (fine-earth fraction)--sandy clay loam, sandy loam, fine sandy loam, loam, clay loam, silt loam,
or silty clay loam
Redoximorphic features (where present)-- masses of oxidized iron in shades of red, yellow, or brown and
iron depletions in shades of brown, yellow, olive, or gray
BCg horizon (where present):
Color--hue of lOYR or 2.SY, value of 4 to 7, and chroma of 1 or 2, or is neutral with value of 4 to S
Texture (fine-earth fraction)--sandy clay loam, sandy loam, fine sandy loam, loam, clay loam, silt loam,
or silty clay loam
Redoximorphic features (where present)--masses of oxidized iron in shade of red, yellow, or brown and
iron depletions in shades of brown, yellow, olive, or gray
C horizon or 2C horizon (where present):
Color--hue of SYR to 2.SY, value of 4 to 7, chroma of 3 to S
Texture (fine-earth fraction)--sandy clay loam, sandy loam, fine sandy loam, loam, clay loam, silt loam,
or silty clay loam. Below 40 inches, texture is commonly variable, ranging from extremely gravelly sand
to clay.
Redoximorphic features (if they occur)--masses of o�dized iron in shade of red, yellow, or brown and
iron depletions in shades of brown, yellow, olive, or gray
Cg horizon or 2Cg horizon (where present):
Color--hue of lOYR or 2.SY, value of 4 to 7, and chroma of 1 or 2, or is neutral with value of 4 to S
Texture (fine-earth fraction)--sandy clay loam, sandy loam, fine sandy loam, loam, clay loam, silt loam
or silty clay loam. Below 40 inches, texture is commonly variable, ranging from extremely gravelly sand
to clay.
Redoximorphic features (where present)--masses of oxidized iron in shade of red, yellow, or brown and
iron depletions in shades of brown, yellow, olive, or gray
COMPETING SERIES:
Oakboro soils--have bedrock at 40 to 60 inches and occur in the Carolina Slate Belt
GEOGRAPHIC SETTING:
Landscape: Piedmont and Coastal Plain river �alleys that drain out of the Piedmont
Landform: Flood plains
Parent Material: Allu�ium
Elevation: 10 to 700 feet
Mean Annual Air Temperature: 58 to 68 degrees
Mean Annual Precipitation: 37 to 69 inches
Frost Free Period: 185 to 250 days
GEOGRAPHICALLY ASSOCIATED SOILS:
On flood plains:
Bibb soils--are in a coarse-loamy family and are poorly drained
Buncombe soils--are sandy and excessively drained
Cartecav soils--are in a coarse-loamy family
Chastain soils--are in a clayey family and are poorly drained
Chennebv soils--are in a fine-silty family
Con�aree soils--lack a cambic horizon
�noree soils--are in a coarse-loamy family
Oakboro soils--have bedrock at 40 to 60 inches and occur in the Carolina Slate Belt
https://soilseries.sc.egov.usda.gov/OSD_Docs/C/CHEWACLA.html 3/5

9/3/2015
Official Series Description- CHEWACLASeries
Riverview soils--are well drained
Shellbluff soils--are well drained and in a fine-silty family
Tawcaw soils--are in a clayey family
Wehadkee soils--are poorly drained
On adjacent stream terraces (all of these soils have an argillic horizon):
Altavista soils--are moderatelt well drained
Augusta soils--are somewhat poorly drained
Dogue soils--are in a clayey family, are moderately well drained, and occur in the Coastal Plain region
Dorian soils--are in a clayey family, are moderately well drained, and occur in the Piedmont region
Merrv Oaks soils--are in a fine-silty family and occur in the Piedmont region
Moncure soils--are in a fine-silty family, are poorly drained, and occur in the Piedmont region
Roanoke soils--are in a clayey family and are poorly drained
State soils--are well drained
Wahee soils--are in a clayey family and occur in the Coastal Plain region
Warne soils--are in a clayey family and occur in the Piedmont region
Wickham soils--are well drained
DRAINAGE AND PERMEABILITY:
Drainage class (Agricultural): Somewhat poorly drained
Index Surface Runoff: Negligible to very low
Internal Free Water Occurrence: Very shallow to moderately deep, common
Flooding Frequency and Duration: Frequent to rare for very brief to long periods
Ponding Frequency and Duration: None
Permeability: Moderate
l�� ��►11�� x!� �11 Y��I M [�J►E
Major Uses: Pasture, cropland, some forest
Dominant Vegetation: Where cultivated--corn, small grain. Where wooded--yellow poplar, sweetgum,
water oak, eastern cottonwood, green ash, blackgum, red maple, willow oak, and American sycamore.
Loblolly pines are in some areas that are not subject to frequent flooding. Common understory plants
include river birch, winged elm, hackberry, greenbrier, American holly, black willow, sourwood, eastern
and hophombeam.
DISTRIBUTION AND EXTENT:
Distribution: Alabama, Florida, Georgia, Mississippi, North Carolina, South Carolina, Tennessee, and
Virginia
Extent: Large
MLRA SOIL SURVEY REGIONAL OFFICE (M�) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Hall County, Georgia; 1937.
REMARKS: 4/18/03, DTA. In 2003 �ersion, mo�ed the type location from Burke County, North
Carolina to Halifax County, North Carolina. The former type location is located in the mesic part of
MLRA 136. The 05/2006 re�ision removed MLRA 153B. RIC of Ap revised to allow silty clay loam
texture.
Diagnostic horizons and soil characteristics recognized in this pedon are:
Ochric epipedon--the zone from 0 to 4 inches (Ap horizon)
Cambic horizon--the zone from 4 to 60 inches (Bw horizons)
Aquic conditions--the soil has redox depletions and concentrations within the upper 24 inches of the soil,
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9/3/2015 Official Series Description- CHEWACLASeries
with periodic saturation and reduction at some time during the year
Series control section--the zone from 0 to 60 inches
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SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Ele�ation
NC0055 CHEWACLA 0-2 57-70 185-250 37-69 10-700
S0I-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NC0055 RARE FREQ 0.5-2.0 APPARENT NOV-APR >80
SOI-5 Depth Texture 3-Inch
NC0055 0-4 FSL SL 0-0
NC0055 0-4 SIL L CL 0-0
NC0055 4-26 SIL SICL CL 0-0
NC0055 26-38 SCL L SL 0-0
NC0055 38-60 SIL CL SICL 0-0
NC0055 60-72 VAR -
SOI-5 Depth -pH-
NC0055 0-4 4.5-6.5
NC0055 0-4 4.5-6.5
NC0055 4-26 4.5-6.5
NC0055 26-38 4.5-6.5
NC0055 38-60 4.5-7.8
NC0055 60-72 -
No-10
95-100
95-100
95-100
95-100
75-100
O.M. Salin
1.0-4.0 0-0
1.0-4.0 0-0
0.5-2.0 0-0
0.5-2.0 0-0
0.5-2.0 0-0
National Cooperative Soil Survey
U. S.A.
Clay%
5-20
10-35
18-35
18-35
18-35
-CEC-
4-20
5-30
10-25
10-25
10-25
Permeab Shnk-Swll
0.6-2.0 LOW
0.6-2.0 LOW
0.6-2.0 LOW
0.6-2.0 LOW
0.6-2.0 LOW
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9/3/2015 Official Series Description- VANCE Series
LOCATION VANCE NC+AL GA SC VA
Established Series
Rev. ENH: RAG
07/1999
VANCE SERIE S
The Vance series consists of well drained, slowly permeable soils that formed in residuum weathered
from acid crystalline rocks in the Piedmont. They are moderately deep to saprolite and very deep to
bedrock. The soils are on ridges and side slopes. Slopes range from 2 to 25 percent. Mean annual
precipitation is 44 inches and mean annual temperature is 61 degrees F. near the type location.
TAXON�MIC CLASS: Fine, mixed, semiactive, thermic Typic Hapludults
TYPICAL PEDON: Vance sandy loam--in a cultivated field. (Colors are for moist soil unless otherwise
stated.)
Ap--O to 5 inches; grayish brown (lOYR 5/2) sandy loam; weak medium and coarse granular structure;
very friable; many fine roots; moderately acid; abrupt smooth boundary. (4 to 9 inches thick)
Bt1--5 to 14 inches; yellowish brown {lOYR 5/8) clay; few fine prominent red mottles; weak coarse
prismatic primary structure that parts to moderate coarse angular blocky; very firm, sticky, plastic;
common fine roots between peds; common fine pores; many prominent clay films on faces of peds;
strongly acid; clear smooth boundary.
Bt2--14 to 23 inches; strong brown (7.SYR 5/6) clay; common medium prominent red {2.SYR 5/8)
mottles; moderate medium angular blocky structure; very firm, sticky, plastic; few fine roots between
peds; few fine pores; many prominent clay films on faces of peds; strongly acid; clear wavy boundary.
Bt3--23 to 29 inches; yellowish brown (lOYR 5/8) clay loam; many medium prominent red (2.SYR 5/6)
mottles; weak fine angular blocky structure; firm, sticky, plastic; few fine roots between peds; many fine
pores; few faint clay films on faces of peds; common pockets of saprolite; strongly acid; gradual irregular
boundary. (Combined thickness of the Bt subhorizons is 18 to 30 inches)
C--29 to 72 inches; multicolored saprolite that has a loam texture; massive; friable; strongly acid.
TYPE LOCATI�N: Wake County, North Carolina; 3.5 miles west of Wakefield Baptist Church, 600
feet northeast on farm road.
RANGE IN CHARACTERISTICS: Solum thickness is 24 to 40 inches over saprolite. Depth to hard
bedrock ranges from 6 to 10 feet or more. The soil is moderately acid to very strongly acid in the A
horizon, unless limed. The B and C horizons are strongly or �ery strongly acid. Content of coarse
fragments ranges from 0 to about 35 percent by �olume in the A and E horizons and 0 to 10 percent by
volume in the B horizon.
The A or Ap horizon has hue of 10YR to 2.SY, �alue of 3 to 6, and chroma of 2 to 6. It is fine sandy
loam, sandy loam, or coarse sandy loam or their gra�elly analogues. Eroded phases are sandy clay loam
or clay loam and chroma can range to 8.
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9/3/2015
Official Series Description- VANCE Series
The E horizon, where present, has hue of 7.SYR to 2.SY, value of 5 to 7, and chroma of 3 to 6. It is fine
sandy loam, sandy loam, or coarse sandy loam or their gravelly analogues.
The BA or BE horizon, where present, has hue of SYR to 2.SY, �alue of 4 to 6, and chroma of 4 to 8.
Mottles in shades of red, brown, and yellow are present in most pedons. Texture is clay loam or sandy
clay loam.
The Bt horizon has hue of SYR to 2.SY, �alue of 4 to 6, and chroma of 4 to 8. Mottles in shades of red,
brown, and yellow are present in most pedons. The lower part may contain some low chroma mottles.
Texture is clay, clay loam, or sandy clay with less than 30 percent silt. Consistence is �ery firm and
plastic.
The BC horizon, where present, has hue of SYR to 2.SY, value of 4 to 6, and chroma of 4 to 8. Mottles in
shades of red, brown, and yellow are present in most pedons. The lower part may contain some low
chroma mottles. Texture is clay loam, sandy clay loam, clay, sandy clay, or loam.
The C horizon is multicolored loamy saprolite weathered from felsic crystalline rock. Te�lure is �ariable
and but commonly is clay loam, sandy clay loam, loam, or sandy loam.
COMPETING SERIES: Series in the same family are Albertville, Badin, Beng�l, Bonwier, Brockroad,
Carnasaw, Cathar�in, Cullen, Cunnin�ham, Cuthbert, Enders, Endsaw, Fluvanna, Galilee, Gritnev,
Kirvin, Luverne, Masada, Matta�oni, Mavodan, Mc een, Nason, Remlap, Sweatman, Tatum, Totier,
Townlev, Urland, Uwharrie, and Williamsville soils. Albertville, Badin, Carnasaw, Cunningham, Enders,
Endsaw, Nason, Sweatman, and Townley soils contain sandstone, shale, or other fine-grained coarse
fragments. In addition, Badin, Bengal, and Townley soils have bedrock within 20 to 40 inches. Bonwier
and Urland soils have less total moisture during the growing season. Brockroad and Catharpin soils have
lithologic discontinuity within the series control section. Cullen, Tatum, Totier, and Uwharrie soils ha�e
hue of SYR or redder. Cuthbert, Kirvin, and Williamsville soils contain ironstone coarse fragments.
Fluvanna soils lack mica flakes in the control section. Galilee, Gritney, Luverne, Masada, Mattaponi, and
Mayodan soils lack the very firm consistence. In addition, Gritney, Luverne, and Mattaponi soils have
formed in marine sediments and Masada soils ha�e formed in old alluvium. McQueen soils contain many
mica flakes in the lower Bt horizon and substratum. Remlap soils ha�e thick sola and clay content in the
series control section that ranges from 60 to 75 percent.
GEOGRAPHIC SETTING: Vance soils are on gently sloping narrow and broad ridges and sloping to
moderately steep side slopes in the Piedmont. Slopes range from 2 to 25 percent. These soils formed in
residuum weathered from felsic crystalline rock, primarily aplitic granite. Mean annual precipitation is
about 44 inches and mean annual air temperature is about 61 degrees F. near the type location.
GEOGRAPHICALLY ASS�CIATED S�ILS: These are A�ling, Cecil, Helena, Louisbur�, Pacolet,
Rion and Wedowee soils. All these soils, except Helena, lack the very firm consistence of the Bt horizon.
Appling, Cecil, Pacolet, and Wedowee soils have kaolinitic mineralogy. Helena soils are in small
depressions, head of drainageways, and along intermittent drainageways. Louisburg, Rion, and Wilkes
soils have mixed mineralogy and less than 35 percent clay. In addition, Louisburg soils ha�e a
discontinuous Bt horizon.
DRAINAGE AND PERMEABILITY: Vance soils are well drained. Runoff is medium to rapid, and
permeability is slow. A perched water table may occur above the Bt horizon for a few days following
periods of high rainfall.
USE AND VEGETATION: The principal use is for cultivated crops and pasture. The remainder is in a
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9/3/2015
Official Series Description- VANCE Series
mixed hardwood and pine forest. Dominant tree species are white oak, southern red oak, mockernut
hickory, loblolly pine, shortleaf pine, and Virginia pine. Common understory plants are American holly,
flowering dogwood, sassafras, sourwood, and hophornbeam.
DISTRIBUTION AND EXTENT: Piedmont of Virginia, North Carolina, South Carolina, Georgia, and
Alabama. The series is of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Franklin County, North Carolina; 1938.
REMARKS: This description restricts the series to soils with �ery firm, plastic Bt horizons which lack,
in the control section, low chroma mottles that are associated with wetness. Some low chroma particles
and streaks in the lower Bt horizons of some pedons are incompletely weathered parent materials and not
mottles indicati�e of wetness.
Diagnostic horizons recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 5 inches (Ap horizon).
Argillic horizon - the zone from 5 to 29 inches below the surface (Btl, Bt2, and Bt3 horizons).
MLRA-136
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S0I-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NC0039 VANCE 2- 25 58- 65 185-240 37- 60 350- 900
SOI-5 F1oodL F1oodH Watertable Kind
NC0039 NONE 6.0-6.0
S0I-5 bepth Texture
NC0039 0- 5 FSL SL COSL
NC0039 0- 5 GR-SL GR-COSL
NC0039 0- 5 SCL CL
NC0039 5-29 CL SC C
NC0039 29-72 VAR
SOI-5 Depth -pH- O.M.
NC0039 0- 5 4.5- 6.0 .5-2.
NC0039 0- 5 4.5- 6.0 .5-2.
NC0039 0- 5 4.5- 6.0 .5-1.
NC0039 5-29 4.5- 5.5 0.-.5
NC0039 29-72 - -
National Cooperative Soil Survey
U. S.A.
Months Bedrock Hardness
- 60-60
3-Inch No-10 Clay% -CEC-
0- 5 80-100 8-20 2- 6
5- 10 55- 80 5-20 2- 6
0- 5 90-100 20-35 4- S
0- 5 90-100 35-60 7- 13
■- .
. . . . .
. . . .
. . . .
. . . .. .
Shnk-Swll
LOW
LOW
LOW
MObERATE
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