20180372 Ver 1_More Info Received_20180410

Homewood, Sue
From:
Will Larsen <[e-mail]>
Sent:
Tuesday, April 10, 2018 12:26 AM
To:
Homewood, Sue
Cc:
Dailey, Samantha J CIV USARMY CESAW (US)
Subject:
RE: [External] EDGECOMBE: Kingsboro IP
Attachments:
kings_G.PDF; kings_G_out.pdf, SHTS_2488-GX_C.4.4.pdf, SHTS_2488-GX_Bl.pdf, SHTS_2488-
GX_B2.pdf, SHTS_2488-GX_B3.pdf, SHTS_2488-GX_B4.pdf, SHTS_2488-GX_B5-B6.pdf, SHTS_
2488-GX_B7.pdf, SHTS_2488-GX_B8.pdf, SHTS_2488-GX_B9-B10.pdf, SHTS_2488-GX_Bll.pdf,
SHTS_2488-GX_B12-13.pdf, SHTS_2488-GX_B14-15.pdf, SHTS_2488-GX_B16.pdf, SHTS_2488-
GX_B17.pdf, SHTS_2488-GX_C.4.1.pdf, SHTS_2488-GX_C.4.2.pdf; SHTS_2488-GX_C.4.3.pdf
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to Report Spam.
Sue,
My apologies for the delay of this email as I was out with a sick child today and am now playing catch up. Please
see my responses below in red.
To the best of my knowledge I should be back in the office all day tomorrow and Wednesday morning and will be
happy to answer any additional questions.
Regards,
William A. Larsen, PE
Project Engineer
The Wooten Company
301 West 14th Street
Greenville, NC 27834 0
252.757.1096
Fax [phone]
www.thewootencompany.com
TV1f X
THE WOOTEN COMPANY
From: Homewood, Sue [mailto:[e-mail]]
Sent: Monday, April 09, 2018 1:14 PM
To: Will Larsen
Cc: Dailey, Samantha J CIV USARMY CESAW (US)
Subject: RE: [External] EDGECOMBE: Kingsboro IP
Will,
Thank you for sending the plan sheets with the topo lines. Since I was able to zoom in using the electronic copies you sent I've
looked at the plans more closely, and gone back over my notes from Friday and continue to have the following
questions/concerns:
Please provide the type of wetland as requested in Table C2. of the PCN form.

Below is a screen shot of the FWS National Wetlands Inventory indicating a general code of PF01A
(Freshwater Forested/Shrub Wetland). Also, I have attached a sample report from a delineation
performed by one of our staff members during the survey of the project.
• Since I was able to zoom in on the electronic copies of the plans you sent me, I don't need specific impact sheets, however
it's still very hard for me to find and follow all the buffer and wetland lines and identify the exact areas you are calling out
as buffer and wetland impact areas on these plan sheets. The circles used to identify buffer impact areas do not
encompass all of the impacts and with the light shading I'm unable to see what exactly you are considering impact
areas. Can you provide these sheets in color or in some other means to clearly distinguish buffers and wetlands please, or
if it's easier you can provide separate impact maps at a larger scale and in color. As we discussed on the phone, please
also ensure you somehow identify where buffer and wetland impacts overlap.
Attached are the following documents: Revised Sheet C.4.1 -C.4.4 as well as individual buffer impact
sheets. We have provided the same documents to Ms. Dailey for her review.
• I remain very concerned about the area near station 10+00 and have similar concerns about the area near station 14+00. It
appears that the work area is within the Top of Bank and very close to the stream itself and the sewer itself is within 10
feet of the sewerline. The Minimum Design Criteria for gravity sewers states: B. Horizontal Location 1. Sewers
located along streams, lakes or impoundments, shall be located at least 10 feet outside of the stream
bank (unless subject to B.2 of this section) or sufficiently removed therefrom to provide for future
possible stream widening and to prevent siltation of the stream during construction. The project would
need a variance from the MDC, as well as an exemption from the standard 401 Certification language. I recognize that
the slope adjacent to this area is steep and of concern for constructability, however you will need to provide very specific
criteria of how you propose that the stream will be protected during construction and permanently after construction. You
noted that the stream is low flowing however, based on the current radius of curvature of that area of the channel, future
erosion is very likely and will likely worsen with future development of the watershed as proposed by the Industrial Park
project.
As you will see on the revised C.4.1 through C.4.4, we have added an additional note requiring the future
contractor to utilize ditch/creek crossing details provided on sheet C.8.2 to minimize/mitigate damage
to the streambed/streambanks. We have also provided streambank stabilization measures (1 on C.4.1
and 1 on C.4.2) to assist in the permanent stabilization of the streambank to prevent damage to the
infrastructure as well as minimize erosion of the bank. In each instance (-10+00 and—14+00) the
gravity sewer line as shown are approximately 10 feet away from the top of bank as well as they will be
constructed such that it is at a minimum below the bottom elevation of the adjoining stream
channel. Therefore, the pipe(s) will be protected from future migration of the bank, the trench will be
required to meet compaction standards as outline in the contract, and the manholes have been placed
outside of these areas of concern.
• Please provide detailed justification for the connection line at MH -7. The location of the connection line creates parallel
stream and buffer impacts that appear unnecessary if the connection point where shifted slightly along the main sewer
line.

The intent of this outfall is to provide sewer service to the entire Kingsboro park. Therefore, we have
proposed this sewer tributary in a position that will provide sewer access to the western side of the park
while maintaining flexibility of design not knowing how the park will mature and develop. One of the
set items moving forward is the alignment of the park's pass through roadway. Manholes 6 and 7 were
placed to avoid the right-of-way as proposed by NCDOT as well as in locations to promote
constructability standards as previously discussed. While not proposed to receive any immediate flow,
this line will provide immediate sewer access for future phases without the need to re -disturb the buffers,
creek, or proposed main outfall. Shifting of the connection alignment downstream will promote a
conflict with the proposed RCBC while shifting the connection point upstream will required additional
linear footage of 30 -inch gravity sewer as opposed to 18 -inch. Placing an emphasis on serviceability to
the southwestern portion of the park given lots fronting US 64 Alt may drain northward, this line
placement on the southern side of the proposed NCDOT roadway will avoid lengthy NCDOT
roadway/sewer crossings at a future date.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. Homewood(cDncdenr.gov
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Will Larsen[mailto:wlarsengthewootencompany.com]
Sent: Friday, April 06, 2018 3:53 PM
To: Homewood, Sue <sue.homewoodkncdenr.gov>
Subject: RE: [External] EDGECOMBE: Kingsboro IP
CAUTION:
Sue,
Thank you for the review and insight into our Kingsboro project.
Attached in the link below you will find the gravity sewer plan sheets with the contour layers cut on. Also you will
find the additional detail page providing the details on temporary ditch/stream crossing.
With respect to the proposed alignment for the gravity outfall:
We have proposed this alignment on the basis of 1) constructability and 2) elevation of the gravity main.
1)The overall industrial park site is bisected by Walnut Creek and its primary unnamed tributary. This
creek and its tributaries are contained on each side by steep banks including natural ridges. This
topography creates a difficult constructability scenario in that a gravity alignment running parallel to the

creek will have to bisect ridges creating extreme side hill cuts of greater than 25 feet. By selecting an
alignment generally closer to the stream and adjoining buffers, we are reducing the opportunity for
additional disturbance and potential negative impacts.
2) Additionally, the alignment was selected to maximize the service area of the proposed gravity
outfall. The intent of this line is to provide the wastewater backbone to serve the park and thus the sewer
needs to be as low in elevation as possible. Given streams and ditches represent the lowest natural
topography, it is reasonable to utilize these general locations to construct gravity sewer outfalls to minimize
the need for additional sewer outfalls and pump stations dispersed throughout the park. As mentioned in
Point 1, this particular topography contains extremely steep banks and thus a shift in the alignment by 20-
30 feet may result in the loss of 5-10 feet in sewer elevation (assuming the same depth of cover). This loss
in elevation reduces the potential service area by up to 2,000 feet in each direction as well as creates an
elevation profile in which the sewer shares a similar elevation with the bottom of the creek thus making
potential future connections more difficult in that the future lines would be required to cross through the
stream's wetted perimeter.
ShareFile Attachments Expires May 06, 2018
C.4. l .pdf 3.9 MB
C.4.2.pdf 3.6 MB
C.4.3.pdf 3.5 MB
C.4.4.pdf 3.3 MB
C.8.2.pdf 3.7 MB
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We anticipate providing the additional impact pages to you early next week. If there are any other questions or concerns, please
do not hesitate to call.
Regards,
William A. Larsen, PE
Project Engineer
The Wooten Company
301 West 14th Street
Greenville, NC 27834
252.757.1096
Fax [phone]
www.thewootencompany.com
W
THE WOOTEN COMPANY
From: Homewood, Sue[mailto:sue.homewoodCcbncdenr.Qov]
Sent: Wednesday, April 04, 2018 11:42 AM

To: Will Larsen
Subject: RE: [External] EDGECOMBE: Kingsboro IP
Hi Will,
I'm sorry I didn't call you back last week, I had a busy week. I will let you know if I need any additional information once I've
reviewed the project.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. Homewood(cDncdenr.gov
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Will Larsen[mailto:wlarsengthewootencompany.com]
Sent: Tuesday, April 03, 2018 5:11 PM
To: Homewood, Sue <sue.homewoodgncdenr.gov>
Subject: [External] EDGECONME: Kingsboro IP
I CAUTION: t click links ss verified. Sen
Ms. Homewood,
We have been informed that you are the reviewer for the recently submitted PCN application for the Edgecombe
County: Kingsboro Industrial Site project. Do you have an anticipated schedule for this project's review?
If there are any questions or any additional material that we may supply to assist in your review, please do not
hesitate to let us know.
Regards,
William A. Larsen, PE
Project Engineer
The Wooten Company
301 West 14th Street
Greenville, NC 27834 0
252.757.1096
Fax [phone]
www.thewootencomDanv.com
THE WOOTEN COMPANY

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— \� NEW LEV
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T—TOTAL ZONE 2 IMPACT- 628
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-NEW 181 LF OF SILT FENCE��/
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RCBC BY OTHERS \
i
\ \
CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
WAL
NEW 213.57 OF 18" DIP
\
BYPASSING AS NEEDED
TO PREVENT
DAMAGE TO CHANNEL
GBr'.
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DRS
GRAVITY SEWER @ 0.351
I
DURING CONSTRUCTION
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CONTRACTOR SHALLEGr�.:
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FOLLOW GUIDANCE ON SHEET C.8.2
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2
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\
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40 20 0 40
80 120
SHEET
B7
SCALE: 1'' = 40'

g
0
g
\ \ \ \ \ \ \ \ \—NE370.74 OF 18'' PVC
\ \ _GRAVITY SEWER @ 0.35/ i
75
Ex. Wetlands
Ol
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/ "RIM ELEV.-71.98'
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W2 IMPACT
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BUFFER IMPACT B8
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TOTAL ZONE 1 IMPACT= 547 SQ.FT.
/
o TOTAL ZONE 2 IMPACT= 3,854 SQ.FT. ,
i
-----CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE GPAHNBY DRS
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DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL HECKEG BY: WP
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND P�EGr�.: 2488-6
CONTRACT SPECIFICATIONS. APRIL 201
4
,11IIIIII�GA E: ��zoIIJ 30 15 0 30 60 90
SHEET
SCALE: 1'' = 30' B8

\ —BUFFER IMPACT B9��
\ \ \
TOTAL ZONE 1 IMPACT= 45 SQ.FT.
\ \
TOTAL ZONE 2
IMPACT= 1,572 SQ.FT.80
, \ \
NEW 370.74
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70
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Li
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�\ \ —RIM ELEV. 71.95' / / ,
\ _INV. IN 58.52' c� Q
INV. OUT 58.32'
\ \ m \ - Ex. Wetlands
\
\ - \ W3 IMPACT \
\\\\ x(0.05 AC) \ \\ \
BUFFER IMPACT B10�
\ TOTAL ZONE 1 IMPACT= 0 SQ.FT.
TOTAL ZONE 2 IMPACT= 425 SQ.FT. /
CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/ \ \
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNELS
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL �\ _\—
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 ANDZJ
CONTRACT SPECIFICATIONS. p
30 15 0 30 60 90
SCALE: 1" = 30'
BY
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APRIL 201
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NEW WETWELL NEW 75.49 OF 30" DIP \ s \\
1 I m GRAVITY SEWER @ 0.52% / \
RIM ELEV. 63.59 II \
INV. IN 42.00' I / \ \ \\ \\ \\ \\
I NEW 82.10 OF 30 PVC'
I I I I GRAVITY SEWER @ 0.097, \ \ \ \ \ \
NEW MH -2 (WATERTIGHT \ \ \ \ \ \
w I I \ \\\\\\I I /I 'LID W/ VENT)---//
\ \ \\\\ RIM ELEV. 61.21 /
V
INV. IN 42.86 /
- \ \
� .000N J \ ( \ � ��\ 1 \INV. 42.66' _ � / � � �� W o o D S,
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N I\\60 (PERENNIAL) _ - - - - - _
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NV. IN 425
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/
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\ \r Buffe\ _o!,\ I
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2 / � // � \. � � (GRAVITY SEWER \ 0.09/.
SILT FENCE OUTLET \ I I Ex. Floodplain \
s \ \ \ \ 1 BUFFER IMPACT B2 ° \ \ `\BUF
\ II sk III I\ \
\ Igo ■ \
Notify NC811 Three Full Working Days Before Digging
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TOTAL ZONE 2 IMPACT= 1,210 SQ.FT. \ \ \ TOTAL ZONE 2 IMPACT= 4,941 SQ.FT. J i NEW MH -5 I /
\ \ \ \ \ \ \
\ - - - W/ VENT).
D\_-
= 5 NEW MH -3 (WATERTIGHT \ \ \ \,
t e \ e LID W/ VENT). OUTSIDE DROP \ \ \ \ Al o o D S \ _ BRIM ELEV. 63.121 _ - - - /
to \ \ \ \ \ =INV. IN 50.29'--
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\ \ \ �' RIM ELEV. 60.01 \ \ \ \ \ _ _ _ �,
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---�' /C� — Ex. TO
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\I / \ /j Ex. Swale
_ _ --- - r \ \ 6 I02
-------------
50' 25' 0 50' 100' 150'
SCALE: 1" = 50'
CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND
CONTRACT SPECIFICATIONS. 03
NOTE:
THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD
INSURANCE MAP 3720379900J, ALL DATED NOVEMBER 03, 2004
AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES
THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM
OF THIS PROJECT IS 60.0'.
I I
J ) ) I NOTE:
IF SELECTED, ADD ALT.1 MECHANICAL BAR SCREEN,
THE UNIT WILL BE CONSTRUCTED BETWEEN THE
WET WELL AND MH -1.
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/
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\ \r Buffe\ _o!,\ I
NEW 377.92 OF 30" PVC \ \ \ \ N
2 / � // � \. � � (GRAVITY SEWER \ 0.09/.
SILT FENCE OUTLET \ I I Ex. Floodplain \
s \ \ \ \ 1 BUFFER IMPACT B2 ° \ \ `\BUF
\ II sk III I\ \
\ Igo ■ \
Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org I
\ \ \ CL Ex. 4" Water Main
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TOTAL ZONE 2 IMPACT= 1,210 SQ.FT. \ \ \ TOTAL ZONE 2 IMPACT= 4,941 SQ.FT. J i NEW MH -5 I /
\ \ \ \ \ \ \
\ - - - W/ VENT).
D\_-
= 5 NEW MH -3 (WATERTIGHT \ \ \ \,
t e \ e LID W/ VENT). OUTSIDE DROP \ \ \ \ Al o o D S \ _ BRIM ELEV. 63.121 _ - - - /
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\ \ Post \\ \— \ \ i -� �\ \ \ r
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�'_�\_ SILT FENCE OUTLET.
\ \ i
NEW 10" FORCE MAIN, °s
-- ----------- \ \ \ SEE SHEET C.3.3, � �_--\��\_-= = �( .h / -�\ / / / /CLASS I RIP RAP (6 CY.) = - - �----_iZONE-
__ \ \ \ \
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\ Ex. Power 25 KV \ - - \ \ cs \\ � \ /SLOPE TO EXISTING GRADE
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\
\\_`\�
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---�' /C� — Ex. TO
\\ NAD 83 (2011) \ 1 �I E
�� \ W 0 0 D SW O D S
\I / \ /j Ex. Swale
_ _ --- - r \ \ 6 I02
-------------
50' 25' 0 50' 100' 150'
SCALE: 1" = 50'
CONTRACTOR SHALL UTILIZE CREEK/DITCH DEWATERING/
BYPASSING AS NEEDED TO PREVENT DAMAGE TO CHANNEL
DURING CONSTRUCTION AS WELL AS TO MITIGATE DAMAGE
DOWNSTREAM FROM SEDIMENT RUNOFF. CONTRACTOR SHALL
FOLLOW GUIDANCE ON SHEET C.8.2 DETAILS 6, 7 AND
CONTRACT SPECIFICATIONS. 03
NOTE:
THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD
INSURANCE MAP 3720379900J, ALL DATED NOVEMBER 03, 2004
AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES
THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM
OF THIS PROJECT IS 60.0'.
I I
J ) ) I NOTE:
IF SELECTED, ADD ALT.1 MECHANICAL BAR SCREEN,
THE UNIT WILL BE CONSTRUCTED BETWEEN THE
WET WELL AND MH -1.
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C.4.4

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Kingsboro Industrial Park Utility Extension City/County: Edgecombe Sampling Date: 11-28-17
Applicant/Owner: Edgecombe Co. State: NC Sampling Point: G
Investigator(s): M.Hussey,The Wooten Company Section, Township, Range:
Landform (hillslope, terrace, etc.): floodplain Local relief (concave, convex, none): concave Slope (%): 0-2
Subregion (LRR or MLRA): 133A of P Lat: 35 55'47.5904"N Long: 77 39'23.6515"W Datum: WGS84
Soil Map Unit Name: Bibb NWI classification: PF01 C
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes No X
within a Wetland? Yes No
Wetland Hydrology Present? Yes x No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
Primary Indicators (minimum of one is required; check all that apply)
❑
Surface Water (Al) El Aquatic Fauna (1313)
❑
High Water Table (A2)
U Marl Deposits (1315) (LRR U)
❑ Drainage Patterns (1310)
❑
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
❑ Moss Trim Lines (B16)
0
Water Marks (131)
iII
I --I Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
❑
Sediment Deposits (62)
Presence of Reduced Iron (C4)
❑ Crayfish Burrows (C8)
❑/
Drift Deposits (B3)
❑_ Recent Iron Reduction in Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (C9)
Q
Algal Mat or Crust (64)
❑ Thin Muck Surface (C7)
❑ Geomorphic Position (D2)
Q
Iron Deposits (135)
❑ Other (Explain in Remarks)
❑ Shallow Aquitard (D3)
❑
Inundation Visible on Aerial Imagery
(137)
❑ FAC -Neutral Test (D5)
✓❑
Water -Stained Leaves (69)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes
No x Depth (inches):
Water Table Present? Yes
No x Depth (inches):
Saturation Present? Yes x
No Depth (inches): 5
Wetland Hydrology Present? Yes x No
includes capillary fringe)
Describe Recorded Data (stream gauge,
monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: G
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30'r
)
% Cover
Species?
Status
Number of Dominant Species
1
Acer rubrum
40
Y
FAC
That Are OBL, FACW, or FAC: 6 (A)
2
Liquidambar styraciflua
20
Y
FAC
Total Number of Dominant
3•
Faus randifolia g g
10
N
FACU
Species Across All Strata: 6 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
7
Total % Cover of: Multiply by:
8
70
= Total Cover
OBL species x 1 =
35
14
FACW species 30 x 2 = 60
Sapling/Shrub
Stratum (Plot size:
50% of total cover:
30'R )
20% of
total cover:
FAC species 120 x 3 = 360
1
Fraxinus pennsylvanica
30
Y
FACW
FACU species 20 x 4 = 80
2
Ilex opaca
15
Y
FAC
UPL species x 5 =
3
Fagus grandifolia
5
N
FACU
Column Totals: 170 (A) 500 (B)
4•
Prevalence Index = B/A = 2.94
5.
Hydrophytic Vegetation Indicators:
6.
1 -Rapid Test for Hydrophytic Vegetation
7•
❑,/ 2 - Dominance Test is >50%
8.
Q 3 - Prevalence Index is 553.0'
50
= Total Cover
Problematic Hydrophytic Vegetation (Explain)
50% of total cover: 25
20% of total cover:
10
Herb Stratum (Plot size: 30'r
)
'Indicators of hydric soil and wetland hydrology must
1
Polystichum acrostichoides
20
Y
FAC
be present, unless disturbed or problematic.
2.
Definitions of Four Vegetation Strata:
3•
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub — Woody plants, excluding vines, less
7,
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb —All herbaceous (non -woody) plants, regardless
9,
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine — All woody vines greater than 3.28 ft in
11.
height.
12.
20
= Total Cover
50% of total cover: 10
20% of total cover:
4
Woody Vine Stratum (Plot size:
30'r )
1
Smilax glauca
25
Y
FAC
2
Lonicera japonica
5
N
FACU
3.
4.
5.
Hydrophytic
30
= Total Cover
Vegetation
50% of total cover: 15
20% of total cover:
6
Present? Yes x No
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: G
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc'
Texture Remarks
0-5 10YR4/2
sandy loam
5-14 10YR4/4 90
7.5YR5/6 10 C pl
sandy loam
14-30 10YR6/2 80
7.5YR5/6 20 C pl
sandy loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
❑
Histosol (Al)
❑ Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
❑
Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (LRR S, T, U)
-02 cm Muck (A10) (LRR S)
C]Black
Histic (A3)
E]Loamy Mucky Mineral (F1) (LRR O)
El Reduced Vertic (F18) (outside MLRA 150A,B)
❑
Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
UPiedmont Floodplain Soils (F19) (LRR P, S, T)
f—]
StratifiedLayers (A5)
E] Depleted Depleted Matrix (F3)
TI
Anomalous Bright Loamy Soils (F20)
❑
Organic Bodies (A6) (LRR P, T, U)
❑ Redox Dark Surface (F6)
(MLRA 1536)
❑
5 cm Mucky Mineral (A7) (LRR P, T, U)
❑ Depleted Dark Surface (F7)
Parent Material (TF2)
F]Muck
Presence (A8) (LRR U)
F-1Redox Depressions (F8)
uI Very Shallow Dark Surface (TIF 12)
❑
1 cm Muck (A9) (LRR P, T) _E]
Marl (F10) (LRR U)
0 Other (Explain in Remarks)
❑
Depleted Below Dark Surface (A11)
❑ Depleted Ochric (F11) (MLRA 151)
❑
Thick Dark Surface (Al2)
E1 Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
❑
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
❑
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
❑
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 150B)
D✓
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C9 153D)
❑
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Kingsboro Industrial Park Utility Extension City/County: Edgecombe Sampling Date: 11-28-17
Applicant/Owner: Edgecombe Co. State: NC Sampling Point: G -out
Investigator(s): M.Hussey, The Wooten Company Section, Township, Range:
Landform (hillslope, terrace, etc.): hillside Local relief (concave, convex, none): Slope (off"): 6-10
Subregion (LRR or MLRA): 133A of P Lat: 35 55'47.3860"N Long: 77 39'22.7091"W Datum: WGS84
Soil Map Unit Name: Wagram sandy loam 6 to 10 percent slopes NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes No x x
within a Wetland? Yes No
Wetland Hydrology Present? Yes No x
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
Primary Indicators (minimum of one is required; check all that apply)
❑
Surface Water (Al) El Aquatic Fauna (1313)
❑
High Water Table (A2)
U Marl Deposits (1315) (LRR U)
❑ Drainage Patterns (1310)
❑
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
❑ Moss Trim Lines (B16)
❑
Water Marks (131)
iII
I --I Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
❑
Sediment Deposits (62)
Presence of Reduced Iron (C4)
❑ Crayfish Burrows (C8)
❑
Drift Deposits (B3)
❑_ Recent Iron Reduction in Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (C9)
Q
Algal Mat or Crust (64)
❑ Thin Muck Surface (C7)
❑ Geomorphic Position (D2)
Q
Iron Deposits (135)
❑ Other (Explain in Remarks)
❑ Shallow Aquitard (D3)
❑
Inundation Visible on Aerial Imagery (137)
❑ FAC -Neutral Test (D5)
❑
Water -Stained Leaves (69)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes
No x Depth (inches):
Water Table Present? Yes
No x Depth (inches):
Saturation Present? Yes
No x Depth (inches):
Wetland Hydrology Present? Yes No x
includes capillary frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: G -out
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30'r
)
% Cover Species? Status
Number of Dominant Species
1 Liriodendron tulipifera
50 Y FACU
That Are OBL, FACW, or FAC: 5 (A)
2 Acer rubrum
20 Y FAC
Total Number of Dominant
3•
Species Across All Strata: 6 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: •833 (A/B)
6.
Prevalence Index worksheet:
7
Total % Cover of: Multiply by:
8
70 = Total Cover
OBL species x 1 =
50% of total cover: 35
20% of total cover: 14
FACW species x 2 =
30'r
FAC species 175 x3= 525
Sapling/Shrub Stratum (Plot size:
)
1 Carpinus caroliniana
50 Y FAC
FACU species 55 x4= 220
2 Ilex opaca
15 Y FAC
UPL species x 5 =
3 Fagus grandifolia
5 N FACU
Column Totals: 230 (A) (B)
4•
Prevalence Index = B/A = 3.2
5.
Hydrophytic Vegetation Indicators:
6.
1 -Rapid Test for Hydrophytic Vegetation
7.
❑,/ 2 - Dominance Test is >50%
8
Q 3 - Prevalence Index is 553.0'
70 = Total Cover
Problematic Hydrophytic Vegetation (Explain)
50% of total cover: 35
20% of total cover: 14
Herb Stratum (Plot size:
)
'Indicators of hydric soil and wetland hydrology must
1,
be present, unless disturbed or problematic.
2.
Definitions of Four Vegetation Strata:
3•
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
5
height.
6.
Sapling/Shrub — Woody plants, excluding vines, less
7,
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8•
Herb —All herbaceous (non -woody) plants, regardless
9.
of size, and woody plants less than 3.28 ft tall.
10.
Woody vine — All woody vines greater than 3.28 ft in
11.
height.
12.
= Total Cover
50% of total cover:
20% of total cover:
Woody Vine Stratum (Plot size:
30'r )
1 Lonicera japonica
60 Y FAC
2 Smilax glauca
30 Y FAC
3.
4.
5.
Hydrophytic
90 = Total Cover
Vegetation
50% of total cover: 45
20% of total cover: 18
Present? Yes x No
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: G -out
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc'
Texture Remarks
0-6 10YR6/2
loamy sand
6-28 10YR6/4
loamy sand
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
❑
Histosol (Al)
❑ Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
❑
Histic Epipedon (A2)
❑ Thin Dark Surface (S9) (LRR S, T, U)
U 2 cm Muck (A10) (LRR S)
❑
Black Histic (A3)
❑ Loamy Mucky Mineral (F1) (LRR O)
1 Reduced Vertic (F18) (outside MLRA 150A,B)
C]
Hydrogen Sulfide (A4)
f] Loamy Gleyed Matrix (F2)
I
Piedmont Floodplain Soils (F19) (LRR P, S, T)
f—]
StratifiedLayers (A5)
E] Depleted Depleted Matrix (F3)
TUI
Anomalous Bright Loamy Soils (F20)
❑
Organic Bodies (A6) (LRR P, T, U)
❑ Redox Dark Surface (F6)
(MLRA 1536)
❑
5 cm Mucky Mineral (A7) (LRR P, T, U)
❑ Depleted Dark Surface (F7)
Parent Material (TF2)
F]Muck
Presence (A8) (LRR U)
F-1Redox Depressions (F8)
uI Very Shallow Dark Surface (TIF 12)
❑
1 cm Muck (A9) (LRR P, T) _E]
Marl (F10) (LRR U)
0 Other (Explain in Remarks)
❑
Depleted Below Dark Surface (A11)
❑ Depleted Ochric (F11) (MLRA 151)
❑
Thick Dark Surface (Al2)
E1 Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
❑
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
❑
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
❑
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 150B)
❑
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C9 153D)
❑
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0