WQ0005981_Additional Information Response_20210826

willcox&mabe
SOI L SOLUTIONS
August 26, 2021
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Reference: Soil Scientist Services for Permit Application
Town of Louisburg —Permit No. WQ0005981
Franklin County Site — Parkhurst Farm
WMSS Project No. 19-06, Phase: 02
Dear Mr. Smith:
Willcox & Mabe Soil Solutions, PLLC (WMSS) has provided a Soil Scientist Evaluation
per WMSS Proposal No. 2019-P11 dated October 3, 2019. The evaluation was
performed to provide information for response to an Additional Information Request
from the North Carolina Department of Environmental Quality (NCDEQ) — Division of
Water Resources (DWR), Non -Discharge Branch (NDB) in reference to a letter dated
August 3, 2021 addressed to Mr. Karl T. Pernell — Mayor, Town of Louisburg. The
evaluation was conducted to assess the soil properties of the referenced increased acreage
and to determine suitability for land application activities proposed in the referenced
permit application in accordance with 15A NCAC 2T .1104(c)(2)(A).
WMSS has included our findings in Appendix I and II in order for this information to be
incorporated into the Additional Information Request being prepared by Granville Farms,
Inc. (Granville Farms). The Appendices summarize our evaluations, findings, and
recommendations. Should you have any questions or comments about this report please
feel free to contact us at [phone].
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Martin Mabe
Partner / Agronomist
Rob Willcox, L.S.S.
Partner / Soil Scientist
Attachments: Appendix I — Summary Table
Appendix H — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 03 - 2021 Soil Evaluation\Phase 03 Soil Scientist Report -
Town of Louisburg (WQ0005981) - Franklin County.doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On August 23, 2021, under the direction of a Willcox & Mabe Soil Solutions, PLLC
(WMSS) licensed soil scientist, hand auger borings were performed on the following
fields (denoted on the attached maps). It was determined that the noted soil series was
present/identified, however the predominant soil series for each of the following fields
should remain as listed below:
Project/Permit
County
Farm
Name/
Field
Soil Series
Predominant Soil
Site No.
No.
Identified
Series / Ma Unit
Mapping
2
Georgeville
Georgeville / (GeB)
3B
Georgeville
Varina / VnB
Town of Louisburg
Franklin
Parkhurst
/ WQ0005981
3T
Georgeville
Varina / VnB
4
Georgeville
Varina / VnB
The hand auger borings were performed to determine if the proposed land application
increased acreage is suitable for land application activities in accordance with 15A
NCAC 2T .1104(c)(2)(A) and as requested in the Additional Information Request letter
dated August 3, 2021. All fields evaluated were found to consist of suitable soils for land
application activities. Please reference the attached maps for hand auger boring locations
and subsequent soil profile descriptions.
SOIL
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Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

W
s • gad ,..�
.a
Soil Bor_
#3
�.. j P-3T.
Soil Borii
,;.
1 l�
; P-3B • ,
\ P-2
Soil Boring
#1
n
Legend , ...
■ House +f, ■
A Structure` n
Well
Ditch
Stream
soilmu_a_aoi The Compliance Boundary is established either 250
Application Area feet from the residuals application area or 50 feet
® Buffer within the property boundary, whichever is closest to
❑ Field Boundary the application area. The Review Boundary is
established midway between the Compliance
Pond Boundaryd the perimeter of the residuals
ane P 400 200 0 400
"Property Boundary application area.
Feet
Scale: 1 inch = 400 feet T PLUS
P-2, P-3B & P-3T SOIL MAP Figure
Drawn by: DM SOIL PL lJ S Town of Louisburg RILAP (WQ0005981)
Reviewed by: Centerville, North Carolina
Date: August 2021 Soil Plus Project # 200705.A18

7
h
Legend
Via,
■ House
A Structure
40 Well
x r t
Ditch
Stream
soilmu_a_aoi
The Compliance Boundary is established either 250
Application Area
feet from the residuals application area or 50 feet
® Buffer
within the property boundary, whichever is closest to
❑ Field Boundary
the application area. The Review Boundary is
established midway between the Compliance
Pond
ane P
Boundaryd the perimeter of the residuals
400 200 0 400
"Property Boundary
application area.
Feet
Scale: 1 inch = 400 feet
P-4 & P-5 SOIL MAP
Figure
Drawn by: DM
T PLUS
SOIL PL lJ s
.A
Town of Louisburg R1-P (WQ0005981)
Reviewed by:
Centerville, North Carolina
Date: August 2021
Soil Plus Project # 200705.A18

ADDITIONAL SOIL/SITE EVALUATION FORMS Page of
Soil Profile Location #: Field #: 2- Acres:
Landscape: Crop: 'rQS LX t' % Slope: D
Horizon Size
Slightly
Matrix Mottle
Depth (in.) Structure Grade Class Texture
DryRupture
Stickiness Plasticity Color Color
+4S rip 0 1z S 4
rR a b
Me _ vs ' �_
�R
A % k—my -1, ie 6/ s
36 -11 B4 sSY- W k C t,_
_
p3 Z_S`/R 't/� yQ �l(a
Depth to Seasonal High Water Table: 7 4$t p Soil Wetness Class:
Depth & Type of Restrictive Layer: Rock
Modifier:
Flat Rock Fragments:
Root Size: Root Quantity: Rooting Depth:
Surface Compaction:
Infiltration Rate: Available Water (Surface):
Hydraulic Conductivity (limiting. layer):
Erosion: Surface Runoff:
Runoff
Class:
Soil Series: 'y r� e' Taxonomic Name:
Epipedon: Sub -Surface Diagnostic:
Parent Material:
Organic Soil Material (if applicable):
Soil Profile Location #: �"
Field #: r r >
Acres:
Landscape:
Crop: F—eSC 4 C
% Slope:
Horizon Size
Slightly
Matrix Mottle
Depth (in.) Structure Grade Class
Texture Dry Rupture
Stickiness Plasticity
Color Color
(7- b Gif yV
1,,-&r^° 4rp-
t�-�, :�$
1011 r),6
26 _3 S�sa� �U�
CL
� ap
3b- `fiat SDK sJiCF
_�_ �a-
Nis (4
iR 41V
Depth to Seasonal High Water Table: Soil Wetness Class:
Depth & Type of Restrictive Layer:
Rock Modifier:
Flat Rock Fragments:
Root Size: Root Quantity:
Rooting Depth:
Surface Compaction:
Infiltration Rate: Available Water (Surface): Hydraulic Conductivity (limiting layer):
Erosion: Surface Runoff:
Runoff Class:
Soil Series: C180, $rat i ►1� +� Taxonomic Name:
Epipedon: Sub -Surface Diagnostic:
Parent Material:
Organic Soil Material (if applicable):
Evaluation Performed by: D (eA,3
1 �� ��
-� ��"�"'' "
M 0.41 Q.. j
l2' 121
Signature: l
Date:

ADDITIONAL SOIL/SITE EVALUATION FORMS
Page
of
Soil Profile Location #: 3 Field #: V'- '31'
Acres:
Landscape: Crop: F45't'" 4
% Slope:
Horizon Size Slightly
Matrix Mottle
Depth (in.) Structure Grade Class Texture Dry Rupture
Stickiness Plasticity
Color Color
0"�6 C-1a k1w— LOAM V(L
_r-Pt, 0
10la sit,
2D_ 3s s3v�
c11 r IL
311- Nat sav- 14 Y_
of nsp
7.5 `il M-K ►oyQ v1r
Depth to Seasonal High Water Table: Zjig # Soil Wetness Class:
Depth & Type of Restrictive Layer: Rock Modifier:
Flat Rock Fragments:
Root Size: Root Quantity: Rooting Depth:
Surface Compaction:
Infiltration Rate: Available Water (Surface): Hydraulic Conductivity (limiting layer):
Erosion: Surface Runoff. Runoff Class:
Soil Series: e2!2A%U- Taxonomic Name:
Epipedon: Sub -Surface Diagnostic:
Parent Material:
Organic Soil Material (if applicable):
Soil Profile Location #: L1
Field #: Ll
Acres:
Landscape:
Crop:
% Slope: 0
Horizon Size
Slightly
Matrix Mottle
Depth (in.) Structure Grade Class
Texture Dry Ru ture
Stickiness Plasticity
Color Color
�-14 It V-
i,za... r
t
1'1-2% Sty-
— 9 _
- �
_Z-S*11L LUPO
20•,10 S 11 V, _
ClrR
jSX,_
1.5 49 16 1�Sy� 5'ia
fl - ti 8t Sif K
Fit
10 -1X 4*110
Depth to Seasonal High Water Table: ? %t Soil Wetness Class:
Depth & Type of Restrictive Layer:
Rock Modifier:
Flat Rock Fragments:
Root Size: Root Quantity:
Rooting Depth:
Surface Compaction:
Infiltration Rate: Available Water (Surface): Hydraulic Conductivity (limiting layer):
Erosion: Surface Runoff
Runoff
Class:
Soil Series: S;E* '! j"'- Taxonomic Name:
Epipedon: Sub -Surface
Diagnostic:.
Parent Material:
Organic Soil Material (if applicable):
Evaluation Performed by: 7F)(60
Ma -RA eAJ g
Imo&)
�Il `3� 2- I
Signature:—
Date: