NCG020932_COMPLETE FILE - HISTORICAL_20180716

PERMIT NO,
DOC TYPE
DOC DATE
2zw
STORMWATER DIVISION CODING SHEET
NCG PERMITS
iv�� oang��
HISTORICAL FILE
❑ MONITORING REPORTS
❑ Jul k 0 -7 i (,
YYYYMMDD

r Central Files: APS _rSWP
�— 7/16/2018
Permit Number c NCG020932
Permit Tracking Slip
Program Category
Status Project Type
NPDES SW
Active New Project
Permit Type
Version Permit Classnicatlon
Mining Activities Stormwater Discharge COC
1.00 CDC
Primary Reviewer
alaina.morman
Coastal SWRule
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Dairy Farm Pit RECEIVED
`' Minor Raleigh
C E Location Address R E I V E® County
107 Rhodes Dairy Ln JUL
16
2018 Edgecombe
Facility Contact Affiliation
Battleboro NC 27809
CEN ; ilAL FILES Brent Caudle
DWR SECTION
107 Rhodes Dairy Ln
Owner
Battleboro NC 27809
Owner Name
Owner Type
Barnhill Contracting Company
Non -Government
Owner Affiliation
David Glover
PO Box 7948
Dates/Events
Rocky Mount NC 27804
Scheduled
Orig Issue App Received Draft Initiated Issuance
7/16/2018 6/18/2018 6/28/2018
Regulated Activities
Mine dewatering
Mining & material processing
Vehicle maintenance
Outfall 001
Public Notice Issue Effective Expiration
7/16/2018 7/16/2018 9/30/2020
Requested /Received Events
RO staff report received
6122/18
RO staff report requested
7/11/18
DEH review received
715/18
Other agency comments received
7/3118
Other agency comments requested
7/11/18
Waterbody Name Streamindex Number Current Class Subbasin
Key Branch 28-76.5 WS-IV;NSW 03-03-02

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
July 16, 2018
William H. Wilfong
Barnhill Contracting Company
PO Box 7948
Rocky Mount, NC 27804
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
In term 01mclor
Subject: General Permit No. NCG020000
Souteast Bulk, LLC
COC No. NCG020932
Edgecombe County
Dear Mr. Wilfong:
In accordance with your application for a discharge permit received on June 18, 2018, we are
forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except upon approval of the
Division of Energy, Mineral, and Land Resources. The Division of Energy, Mineral, and Land
Resources may. require modification or revocation and reissuance of the certificate of coverage.
Please be aware that mine dewatering at your site has the potential to impact adjacent wetlands. The
specific requirements for mine dewatering at facilities near wetlands can be round in Part IV, Section
D of your permit. You must have an approved Operation and Monitoring Plan before mine
dewatering discharges occur at your facility. Discharging mine dewatering wastewater without
Plan approval will be subject to enforcement action. Your application included an Operation and
Pumping Plan, but that plan is not currently sufficient for approval by our Division and the Division
of Water Resources (DWR). Please contact Danny Smith in the Raleigh Regional Office of DWR at
[phone] to schedule a site visit to evaluate your facility and discuss additional information and
adjustments that may be needed to your Plan.
Nothing Cornpares�
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
512 N. Salisbury Street 1 1612 Mail Service Center I Raleigh, North Carolina 27699-1612
919 707 9200

Permit NCG020932
Page 2
This general permit allows the discharge of stormwater and certain types of wastewater from your
facility. In your application, you specified that only mine dewatering water would be discharged
from this facility. If separate point -source discharges of stormwater occur (i.e., stormwater nol
combined with mine dewatering water), you will be required to adhere to the conditions in this permit
for stormwater discharges.
Per the requirements of the Tar -Pamlico Riparian Buffer Rule, all stormwater drainage to stream
buffers, from portions of this site that have been constructed after January 1, 2000, must meet diffuse
flow requirements per 15A NCAC 2B .0259. Diffuse flow requirements are described in Chapter 8 of
the North Carolina Stormwater BMP Manual, available at: http://deg.nc.pov/about/divisions/energy_
mineral-land-resources/energy-mineral-land-perm it-guidance/stormwater-bmp-manual.
You should also note that your facility is in a Water Supply Watershed and in an area covered by the
Tar -Pamlico Nutrient Sensitive Waters Strategy. Edgecombe County implements the new
development stormwater provisions of these requirements. You are encouraged to work with the
county to assure that you are in compliance with any applicable requirements of these programs.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Resources, the Coastal Area Management Act, or any other federal, state or
local government permit that may be required.
If you have any questions concerning this permit, please contact Bradley Bennett at telephone number
[phone] or by email [e-mail].
Sincerely,
for William E. (Toby) Vins i, Jr., P.E., CPM, Interim Director
Division of Energy, Mineral, and Land Resources
cc: Bill Denton - Raleigh Regional Office — DEMLR
Danny Smith — Raleigh Regional Office— DWR
Brent Caudle; Barnhill Contracting Company
Stormwater Program Files
DWR Central Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020932
MINE DEWATERING AND STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Barnhill Contracting Company
is hereby authorized to discharge mine dewatering discharge and stormwater from a
facility located at
Dairy Farm Pit
107 Rhodes Dairy Lane
Battleboro, NC
Edgecombe County
to receiving waters designated as Key Branch, class WS-IV; NSW waters in the Tar -Pamlico
River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts 1,11, 111, and IV of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective July 16, 2018.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 16, 2018.
4
for William E. (Toby) Vinson, Jr.,YP.E., CPM
Interim Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

LOCATION MAP:
■.aatuae: _io of :),+ iN NU3ULU!)JZ- • '
Longitude: 77' 38' 14" W Barnhill Contracting Co.
County: Fdgecombe Dairy Farm Pit
Stream Class: WS-IV; NSW
Receiving Stream: Key Branch
Sub -basin: 03-03-02 (Tar -Pamlico River Basin)
Facility
Location
avotth IF Not to Scale

N.C. Division of Energy, Mineral and Land Resources
General Permit NOI Review — NCG020932
Barnhill Contracting Company — Dairy Farm Pit
Edgecombe County
• Started review 6/27/2018.
• 7/2/2018 - Email to Judy to check on Mining Permit application.
• 7/3/2018 — talked with Judy. Mining program has drafted and will issue this week. Indicated no
response from DWR?
• 7/3/2018 —Talked with Danny Smith DWR — RRO. He got email but never got any of the application
material to review. Sent link to our NOI information in LF. Not a complete mining application but
Danny can use this to review.
• 7/5/2018 — Judy issued Mining permit.
• 7/9/2018 — email to Danny for DWR comments.
• 7/10 — Danny indicated he has some concerns with the draft 0&M Plan provided. He will get back
with me.
• 7/11/2018 — talked with Danny. He needs to have a site visit with the facility to see the site and to
work with them to adjust the 0&M Plan. Plan doesn't include enough detail on how they will
monitor the potential impacts and how they will respond if impacts are seen, etc. Drafted cover
letter with directions to contact DWR. Danny approved draft. Called Barnhill Contracting — Brent
Caudle - and discussed the need to update C&M Plan. Emailed Brent contact information for Danny
so he could schedule site visit.
• 7/16/2018 — permit issued.

Bennett, Bradley
From: Smith, Danny
Sent: Wednesday, July 11, 2018 1:58 PM
To: Bennett, Bradley
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Excellent! thank you. the looks good.
Danny
Danny Smith, Supervisor
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources
[phone]
From: Bennett, Bradley
Sent: Wednesday, July 11, 2018 12:57 PM
To: Smith, Danny <[e-mail]>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Danny,
Draft cover letter is attached. Let me know if you have any comments/changes.
I talked with Brent Caudle with Barnhill Contracting about the plan. He will be the contact for the site visit and
changes. I may not get the letter out until early next week. If that is the case I am going to go ahead and email your
contact information to Mr. Caudle. It sounded like he wanted to set up a site visit as soon as he could.
It doesn't appear that they will actually need to dewater for a while (could be a couple of months) so I think they will
have all the other permits they need to do other work in the interim (roads, etc.).
IN
From Smith, Danny
Sent: Wednesday, July 11, 2018 11:25 AM
To: Bennett, Bradley <[e-mail]>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Will do. On phone with S&EC.. will call you back in few mins.
Danny Smith, Supervisor
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources
[phone]
From: Bennett, Bradley
Sent: Wednesday, July 11, 2018 11:20 AM
1

r
To: Smith, Danny <[e-mail]>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Danny,
Sorry I missed your call. I'm back in the office now so give me a call when you get a chance.
M.
From: Smith, Danny
Sent: Wednesday, July 11, 2018 10:53 AM
To: Bennett, Bradley <bradley.bennett(@ncdenr.Rov>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Yes just about to call you
Danny Smith, Supervisor
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources
[phone]
From: Bennett, Bradley
Sent: Wednesday, July 11, 2018 10:44 AM
To: Smith, Danny <[e-mail]>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Hey Danny,
Sorry to hit you again on this one. I'm out of the office for the rest of the week after today. If this one is okay let me
know and I'll try and get it out today. If there are issues let me know I can try and get them information on what else we
need.
Thanks
RL
From: Bennett, Bradley
Sent: Monday, July 09, 2018 10:25 AM
To: Smith, Danny <[e-mail]>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Thanks Danny. Call when you get a chance and we can discuss.
They did include a pumping plan and it is included in the application information in Laserfiche if you want to look at
that. It is addressed to the Washington Regional Office when you look at the documents. They thought they were in
that region.. I am including language in the cover letter about Edgecombe County implementing WS and NSW
requirements and directing them to talk with the county. Also noting the NSW buffer requiremetns.
Call when the phones are back up.

33
From: Smith, Danny
Sent: Monday, July 09, 2018 10:09 AM
To: Bennett, Bradley <[e-mail]>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Hey — no worries. - Sorry for my delay. Our phones are down- I will call you when things are up and running.
I would like to talk to you about this mine site. [I do not have problems with the pit location. But, I do recommended
the development of a monitoring/dewatering plan to ensure they don't have impacts to features within their 400 foot
perimeter.]
Dairy Pit Farm, Edgecombe County, - Hwy 97
• Project is located in the Tar -Pamlico River basin. Unnamed tributaries to Key Branch, are depicted on USGS
topographic map [Class WS-IV, Nutrient Sensitive Waters.] These features are located on both the
North/Western and Eastern edges of the "400 foot perimeter" depicted on the site plans.
• Earthen till/excavation - If wetland, riparian buffers or stream impacts are proposed, this project will need to
comply with/secure a 404 permit from the USACE, obtain a 401 Water Quality Certification authorization and a
riparian buffer authorization, as appropriate.
• The project is in a water supply watershed. The permittee should to contact local government (Edgecombe
County) to ensure compliance with local water supply watershed ordinances. (WS development densities may not
get triggered by mining.)
• Hydrology - NCG020932 permit application depicts the following: 1) "man-made ditch", 2) wetland "A", & "C",
"E", "D", and Jurisdictional Waters (a pond at 79 feet).
1) "man-made ditch" — Application explained that this feature is 304 feet from the proposed borrow pit at its
closest point and ESS (consultant) belief is that this feature is not a stream. (Note: If the feature is a stream
and dewatering removes the lotic hydrology of the feature, a stream standard violation could occur.)
2) Wetlands A, C and Jurisdictional Waters — dewatering and/or a monitoring plan is recommended to ensure
that resources (wetlands and waters) that are within the 400 foot perimeter are not impacted by borrow pit
dewatering.
Danny Smith, Supervisor
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources
[phone]
From: Bennett, Bradley
Sent: Monday, July 09, 2018 7:15 AM
To: Smith, Danny <[e-mail]>
Subject: RE: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Hey Danny,
Sorry to bug you on this one, but Judy issued the mining permit last Thursday. I'm guessing I might hear from them
pretty soon about our permit also. If you get a chance take a look and let me know if you see any issues with this one.

Thanks
W.
From: Bennett, Bradley
Sent: Wednesday, June 27, 2018 11:47 AM
To: Smith, Danny <dannv.smith([e-mail]>
Subject: NCG020932 - Dairy Farm Pitt - Edgecombe County - Barnhill Construction
Danny,
Here is the link to the NCG02 application and attachments in Laserfiche. I think Judy has sent the stuff for the mining
permit also. Let me know if you have comments. There are some ditches and wetlands that they have had delineated
by a consultant but I don't know if they need anything else on this.
https://edocs.deg. nc.gov/Stormwater/Browse.aspx?dbid=0&startid=686335
Thanks
m
Bradley Bennett
Stormwater Program
NC Division of Energy, Mineral & Land Resources Phone: [phone]
512 N. Salisbury Street Fax: [phone]
1612 Mail Service Center Email: brad ley. bennetlaarcdenr.gov
Raleigh, NC 27699-1612
Email correspondence to and from this address may be subject to public records laws

Bennett, Bradley
From: Valentine, Thad
Sent: Wednesday, July 11, 2018 8:17 AM
To: Bennett, Bradley
Subject: RE: Request for Comments - Dairy Farm Pit - NCG020932
Bradley
We have no comments or concerns on this application
From: Bennett, Bradley
Sent: Tuesday, July 10, 2018 1:28 PM
To: Denton, Bill <[e-mail]>
Cc: Valentine, Thad <[e-mail]>
Subject: FW: Request for Comments - Dairy Farm Pit - NCG020932
Hey Bill,
Just checking to see if you guys have any concerns on this permit. I'm guessing you don't since Judy has already issued
the mining permit. Just wanted to check. I'm expecting comments back from Danny today and I hope to issue the
permit tomorrow unless something comes up.
Thanks
38
From: Alexander, Laura
Sent: Friday, June 22, 2018 10:35 AM
To: Bennett, Bradley <[e-mail]>
Cc: Georgoulias, Bethany<[e-mail]>
Subject: FW: Request for Comments - Dairy Farm Pit
Bradley,
This one is assigned to you. FYI.
Thanks,
Laura
From: [e-mail] [mailto:[e-mail]
Sent: Friday, June 22, 2018 10:33 AM
To: Denton, Bill <[e-mail]>
Cc: Alexander, Laura <[e-mail]>; Georgoulias, Bethany<[e-mail]>
Subject: Request for Comments - Dairy Farm Pit
A General Permit application or additional information was received on 6/18/2018 for Dairy Farm Pit in
Edgecombe County. The assigned Permit Number is NCG020932.
The information for the above project can be found here:

https://edocs.deq.nc.sov/Stormwater/Browse.aspx?dbid=Ustartid-686335.
For General Permit NOI applications, please advise the assigned Central Office reviewer, Annette Lucas, of any
comments or objections to issuing general permit coverage to this facility no later than 30 days from now.
This email was automatically generated by Laserfiche workflow as a courtesy. Please do not respond to this
email address, as responses aren't monitored.

T'& - Fdtgeeo�
BARNHILL
CONTRACTING
COMPANY
800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
2S2-823-1021 phone
www,barnhillcontracti ng.com
June 18, 2018
Mr. Bradley Bennett
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Mr. Bennett,
RECEIVED
JUN 18 2018
DENR-LAND QUALITY
S70RMWATER PERMITTING
Re: Dairy Farm Pit
NPDES Permit Application lvp �I S�yS 4
MjN
I am respectfully submitting an application for an NPDES discharge permit for a borrow pit in Pitt
County. An on -site determination of potential jurisdictional features was performed by the
vt` a Environmental and Soil Service, Inc. The location of the wetlands and the proposed buffers are also
M shown on the enclosed site plan.
Barnhill Contracting Company proposes to pump water_fr�m a rim ditch.into_the dewatering
basin as shown on the mine map duringShe_initial.star.[-of_the.excavahis bad has been designed
v� \ fora 1,000 gallons_per minute pump and a detention time of 2 days. Once this area is mined of its
�° \M� 4 material, it will then be used for storage of dewatering from the next phase of the mining area. Water
will be pumped into the basin and pond utilizing a 6" submersible p_mp (Thompson Pump Model
46HST) at an ave�rag—te of approximately 650 gallons per minute. This pit will be operated for Barnhill
Contracting projects only and will not be run on a continual basis. Use will be determined by demand
for sand for local projects. Because of the nature of this work, withdrawal rates.and_discharge will vary
greatly from month to month. We intend to dewater only when we are actively minin sand and not on
a continuous basis. During times of mining we will typically work 12 hour days and pump during those
times. Therefore, any discharges will be kept to a minimum. We have also applied for a CCPCUA
withdrawal permit through division of Water Resources since this site is within Edgecombe County.
Erosion control measures will be installed onsite prior to any land disturbance taking place.
Please reference the site plan for a more detailed depiction of these measures. Any water within the
('tw✓ �rvy,
7
d� sc�'Y
mining area will be directed to drain towards the pit. There are also diversion ditches with check dams
along both sides of the haul road to control runoff from this area.
I ? Iboo l\ '�qti a 4 — y40J�o0 gjo�s M
0ODy760 X (' )

800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
252-823-1021phone
www.barnhillcontracting.com
Please find enclosed one (1) original and two (2) copies of the NPDES Notice of Intent Permit
Application and supporting documents. Should you have any questions, please do not hesitate to
contact us.
Yours Very Truly,
Barnhill Contracting Company
B-ben� ae".W&
Mine Manager
Enclosures

Environmental
Quality
Division of Energy, Mineral and Land Resources /
Land Quality Section - Stormwater Permitting Program
National Pollutant Discharge Elimination System
NCG020000
FOR AGENCY USN ONLY
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NOTICE OF INTENT — General Permit Application / l CC�-0 Aq
3 ';�—
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000: tp O�
STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities classifieds, �p /
�CP G
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specifieT.A.- �M ao
like activities �°�QG v
p
The following activities are included:
Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discha 1p
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
Stormwater from vehicle maintenance activities (VMA) at mining operations;
Overflow from facilities that recycle process wastewater; and/or
Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
Stormwater discharges associated with peat mining, coal mining, and metal mining;
Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
Stormwater discharges associated with oil and gas extraction operations; and
Stormwater discharges associated with tourist gem mines
NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administered by the Division
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or tvne all entries in this apnlication form
1) Mailing address of owner/operator (official address to which all permit correspondence will be mailed):
Legal Owner Name BARNHILL CONTRACTING COMPANY
(Attach the most recent Annual Report to the NC Secretary of State showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name most be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (as signed for in question 41. at end)
Street Address P.O. BOX 7948
WILLIAM H. WILFONG
City ROCKY MOUNT State NC ZIP Code 27804
Telephone No. 252 823-1021 E-mail [e-mail]
Alternate Contact Name" BRENT CAUDLE E-mail (if different)
Alternate Contact Telephone (if different) 252 904-3358 [e-mail]
'Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
Page 1 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name DAIRY FARM PIT (CURRENT PROJECT ID: EDGEC-2018-008)
Facility Street Address 107 RHODES DAIRY LANE
Facility City BATTLEBORO State NC ZIP Code 27809
Facility County EDGECOMBE COUNTY
Facility Contact
Telephone No.
BRENT CAUDLE
252 904-3358
Fax: [phone]
Contact E-mail [e-mail]
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). FROM ROCKY MOUNT, HEAD WEST OFF OF HWY 301
ON HWY 97W FOR± 9.5 MILES. THE DESTINATION, RHODES DAIRY LANE
APPROXIMATELY 2000 FEET BEFORE YOU GET TO
4) Facility Location Coordinates:
Latitude
degrees)
35.964955
N Longitude
5) Consultant Information (if applicable):
Consultant:
Consulting Firm:
Mailing Address:
City: -
State:
Phone:( )
E-mail:
-77.637144
Zip Code:
Fax: ( ) _
ON YOUR LEFT
IU5DUKU KUAW. 35. 51. 13q
171. 3 8. I N
W (degrees / minutes / seconds or decimal
Permits:
(Optional)
Staple Business Card Here
6) TT[his NPDES Permit Application applies to which of the following:
New or Proposed Facility Date operation is to begin: SUMMER 2018
/MI ❑ Existing Date began mining:
7) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility SIC Code: 1 4 4 2
8) Provide a description of the types of minerals mined at this facility: SAND, CLAY, AND EARTHEN MATERIALS
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? El No ❑ Yes
10) Is this an inactive mine site?
❑ No
❑ Yes If yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
Page 2 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
115 ' I d 6l''° I,�c"si f
cx�P
�M
11) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
APPLICATION CURRENTLY UNDER
❑ No If no, please indicate the status of the Mining Permit application: REVIEW - SUBMITTED 6/4/18
❑ Yes If yes, please provide the Mining Permit number: . Also provide a copy of
the DEMLR Mining Permit with this NPDES application. Yh04- c"rw
12) Does this facility have any other NPDES permits?
❑ No
0 Yes If yes, list the permit numbers for all current NPDES permits for this facility: EDGEC-2018-008
13) Are you applying for a discharge permit in the same location as a previously permitted mine?
❑ No
❑ Yes
If yes, specify permit number and mine name if known: DAIRY FARM PIT - EDGEC-2018-008
14) Does this facility have any Non -Discharge permits from DWR (e.g., recycle permits)?
✓❑ No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does total area of this mine site include ready -mixed concrete plant and/or asphalt plant areas?
r❑ No
❑ Yes If yes, do they have separate NPDES stormwater permits? ❑ No ❑ Yes (provide permit
number(s)
If not owned by the same company, who is the owner?
Development Activities and Buffers:
16) Will this mining operation precede development activities at this site?
ID No
❑ Yes
17) Is this mine located within one of the 20 Coastal Counties, and will it add more than 10,000 ft2 of
impervious surface?
O Yes (to both) /�(�.lUr��
❑ No, this mine site IS in one of the 20 Coastal Counties but will NOT add 10,000 ft2 of impervious surface.
❑ No, this mine site is NOT in any of the 20 Coastal Counties.
If this site is in one of the 20 Coastal Counties, you may be required to apply for an additional State
Stormwater Permit. Check with your local Regional Office (see contact information and checklist below).
18) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
❑ No GREATER
O Yes If yes, what size stream buffers are included on site?THAN 50' ft. You must show buffers on site
plans. Also include information and plans showing diffuse flow through buffers as required.
�C'40s lw�d us "Otkti" '-44 Pte.,,S
Page 3 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Discharge Points, Receiving Waters & Wetlands:
19) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges will end up in? FROM SOURCE TO ONSITE WETLANDS, FROM ONSITE
WETLANDS TO KEY BRANCH, FROM KEY BRANCH TO TAR RIVER.
To find the waterbody, please see the NC Surface Waterbody Classifications map at
https://deq. n c. g ov/about/d ivision s/water-resou rces/water-resou rces-science-data
Receiving water classification(s) for the waters: WS-IV; NSW
If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer). N/A
Discharge of wastewater to receiving waters classified as WS-II through WS-V, or SA, must be
approved by the Division of Water Resources (DWR) or Division of Marine Fisheries
(DMF). DEMLR cannot grant coverage under NCG020000 without that approval. Also be advised that
no new discharges of wastewater are permitted in receiving waters classified as WS-1 or
freshwater ORW. Wastewater discharges to saltwater ORW will not be approved under General Permit
NCG02 but may be eligible for an individual permit.
20) Will this mine site discharge wastewater or stormwater to waters classified as High Quality Waters
(HQW), Primary Nursery Areas (PNA), Trout (Tr) waters, or a class with a symbol like "+" or "@" that
denotes a special management strategy is in place?
IZI No ❑ Yes, HQW' ❑ Yes, includes "+" or
❑ Yes, PNA` ❑ Yes, Trout (Tr)
21) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
O No
❑ Yes, SA"
"For questions 19-20, be advised that the NCG02 General Permit limits the discharge volume of total combined
wastewaters to 50 percent of the receiving water in -stream flow under 7Q10 conditions in HQW waters (PNA and
SA waters are considered HQW by definition). You maybe required to contact USGS to obtain a 7Q10 flow.
22) Will this mine site discharge wastewater or stormwater to impaired waters, or to waters with an
approved "Total Maximum Daily Load" (TMDL)?
To find impaired waters & TMDLs, please see the Impaired Waters Map & TMDL map on
https://deq. nc.gov/a bo utid ivisions/water-resou rces/water-resources-science-data
❑� No
❑ Yes, these waters are impaired for (list pollutants):
❑ Yes, these waters have a TMDL for (list pollutants):
Page 4 of 12
SW U-NCG02-NOI
Last revised 9/10/2015

NCG020000 N.O.I.
23) List discharge points (outfalls) that convey discharge from the mine site (both on -site and off -site) and
location coordinates. Attach additional sheets if necessary, or note that this information is specified
on the site plan. Include proposed maximum daily flow rate for each wastewater outfall.
You must show all discharge points clearly on the submitted site plan. Be advised
that NCDEQ may require you to apply for an individual permit, based on proposed
discharge rates and receiving stream conditions (low flows, impairments, etc.)
Stormwater
Stormwater Outfa/l No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
t�
Mine Dewatering ti 0.6
Mine Dewatering (Wastewater) Outfall No. 1
Proposed maximum flow rate: 650 GAL/MIN
t
Latitude (degrees/minutes/seconds or decimal degrees): 35.969911
N
( sG 3 S $6. 12
Longitude (degrees/minutes/seconds or decimal degrees):-77.641866
W
rl� 38, 31
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:Vf
7
Latitude (degrees/minutes/seconds or decimal degrees):
N
S
Longitude (degrees/minutes/seconds or decimal degrees):
W��
Process Wastewater
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Page 5 of 12
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NCG020000 N.O.I.
24) Help us understand what will happen to the dewatering water at this mine site:
❑ N/A — this mine is not dewatering at all and will not dewater in the future.
a) Will this mine be dewatering and discharging to waters of the state? (Answer only if dewatering)
❑ No
0 Yes If yes, where to? O Surface Waters and/or Wetlands (on -site or off -site)
❑ Other (on -site or off -site) Describe:
b) Will this mine be dewatering but not discharging to waters of the state? (Answer only if dewatering)
O No
❑ Yes If yes, explain how you are dewatering, and where that water will be directed:
25) Are there wetlands or surface waters within 400' of the mine pit perimeter?
** SEE ENCLOSED MAP FOR DISTANCES FROM WETLANDS AND **
❑ No ENCLOSED ENVIRONMENTAL ASSESSMENT FOR WETLAND DELINEATION
0 Yes If yes, what distance are they from the mine pit perimeter? VARIOUS feet.
WETLAND"A"=±312' WETLAND "D" = ± 477'
WETLAND "C" =± 203' MANMADE POND = ± 114'
26) Will mining operations require dewatering near wetlands or other waterbodies, and will dewatering
potentially impact any wetlands or other waterbodies?
❑ No, dewatering will not occur near (within 400') of wetlands or other waterbodies (e.g., streams, lake, etc.)
�\ O Yes, dewatering will be near wetlands or other waterbodies
Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that
have the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (POM) Plan that has been approved by the
Department.
For sites that may drain wetlands — approval of a POM Plan may be required prior to coverage under
this permit. The POM Plan should be submitted to the appropriate Regional Office and in all cases must be
approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the effect of
pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed plans to maintain
surrounding hydrology and respective monitoring to demonstrate compliance. See checklist at the end of the
application. Contact the Regional Office for questions specific to your mine.
27) Have you been required to obtain 404/401 Certification permits?
O No
❑ Yes If yes, please briefly describe below (include information such a required mitigation, BMPs,
setbacks, and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as
necessary:
BARNHILL CONTRACTING COMPANY HAS NOT BEEN REQUIRED TO OBTAIN 404/401 CERTIFICATION, HOWEVER
WE HAVE GOTTEN AN ENVIRONMENTAL EVALUATION TO LOCATE AND DELINEATE 404 WETLANDS AND
JURISDICTIONAL WATERS OF THE US. THIS REPORT IS ENCLOSED FOR YOUR REFERENCE.
Page 6 of 12
SW U-NCG02-NOI
Last revised 9/10/2015

NCG020000 N.O.I.
**SEE ENCLOSED ENVIRONMENTAL**
EVALUATION WE HAD PERFORMED
28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
0 No ❑ Yes If yes, please attach to application submission.
Stormwater BMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
❑ No s❑ Yes If yes, please briefly describe: DIVERSION DITCHES WILL BE INSTALLED, ALONG
THE HAUL ROAD, TO DIRECT THE STORMWATER RUNOFF THROUGH CHECK DAMS. BERMS & DIVERSION
DITCHES WILL BE CONSTRUCTED AROUND THE PERIMETER OF THE MINING AREA TO CONTAIN ALL WATER
INSIDE THE MINING AREA AND ALL WATER WILL BE DIRECTED TOWARDS THE BASIN.
30) Does this facility have a Stormwater Pollution Prevention Plan?
0 No ❑ Yes If yes, when was it implemented?
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
ID No El Yes, If yes, will VMA area runoff discharge into the wastewater treatment system(s)?
❑ No, VMA runoff will discharge separately through a stormwater outfall
❑ Yes, VMA runoff will drain back to the mine pit or other wastewater system
Wastewater Treatment Facilities:
32) Will mine dewatering occur? (Yes, we are asking about dewatering again.)
❑ No
© Yes
If yes, will the mine discharge this water? YES
33) Will this facility wash mined materials?
O No
❑ Yes If yes, will the mine discharge this water?
b\1-
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
overflows)?
0 No
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
ID No
❑ Yes If yes, provide the name, manufacturer, and the quantity of average daily usage of the chemical
additive (if known):
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina:
https://deq. nc.gov/a bout/divisions/energy-mineral-land-resources/energy-mineral-land-permits/stormwater-perm its/
construction-sw
36) Will any of the wastewater treatment facilities at this mine overflow only during rainfall events that
exceed the 10-yr, 24-hr rainfall event?
❑ Yes If yes, which treatment systems are those?
© No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
Page 7 of 12
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NCG020000 N.O.I.
37) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
0 No
❑ Yes
38) A Wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2)
for any new or expanding water pollution control facility discharges in North Carolina. You may
attach additional sheets. List the types of wastewater this mine site will discharge:
Il Mine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? ✓O Dewatering ❑ Process WW
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ✓0 Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes [R5 No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?* PLEASE SEE THE ATTACHED
LETTER FROM THE EDGECOMBE COUNTY UTILITY DIRECTOR IN REGARDS TO
NOT ACCEPTING THE WASTE WATER.
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes 0 No
(1) If Yes, for what type of wastewater at this mine site? ❑ Dewatering ❑ Process W W
(2) If No, is this option technologically feasible (possible)? Why or why not?*
A CLRS IS NOT TECHNOLOGICALLY FEASIBLE BASED ON THIS SITE IS IN A RURAL COUNTY WITH
LIMITED RESOURCES.
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?*
A CLRS IS NOT FEASIBLE BECAUSE IT WOULD BE TO COSTLY FOR THE AMOUNT OF DISCHARGE
THAT WILL TAKE PLACE. SINCE THE AMOUNT OF WATER THAT WILL BE DISCHARGED WILL
SOLELY BE BASED ON THE AMOUNT OF DEVELOPMENT IN THE SURROUNDING AREA, OUR NEED
TO DISCHARGE WILL VARY GREATLY.
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?*
AS STATED ABOVE, THE NEED TO DISCHARGE WILL VARY GREATLY FROM MONTH TO MONTH.
BARNHILL CONTRACTING COMPANY WILL ONLY BE PUMPING WHEN WE ARE ACTIVELY MINING.
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
I) Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes 0 No
Why or Why not?* SINCE THE PIT IS LOCATED IN EDGECOMBE COUNTY, WHICH IS A RURAL
AGRICULTURAL BASED COUNTY, IT WOULD NOT BE TECHNOLOGICALLY FEASIBLE DUE TO THE COST
AND THE VARIANCE IN THE NEED TO DISCHARGE BASED OFF OF THE NEED.
ii) Is a surface or subsurface disposal system otherwise feasible to implement?*............ ❑ Yes MI No
Why or Why not?* BECAUSE OF THE SURROUNDING LAND ACTIVELY BEING USED AS FARM LAND,
BARNHILL CONTRACTING COMPANY WOULD IMPACT MORE LAND IMPLEMENTING A SPRAY
IRRIGATION SYSTEM THEN PUMPING INTO A DEWATERING BASIN AND THE WATER SPILLING OUT
THROUGH A RIP RAP SPILLWAY INTO AN ONSITE DITCH.
Page 8 of 12
SW U-NCG02-NOI
Last revised 9/10/2015

NCG020000 N.O.I.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?' BECAUSE THE NEED TO DISCHARGE WILL VARY GREATLY, IT IS NOT
FEASIBLE TO EMPLOY A SUBSURFACE OR SURFACE DISCHARGE BECAUSE SOME MONTHS WE MAY
NOT DISCHARGE AT ALL. OUR DISCHARGE SOLELY DEPENDS ON THE FUTURE DEVELOPMENT
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options for the wastewaters being considered?'
❑� Yes ❑ No
f) If this review included all wastewater discharge types, would excluding some types (e.g. mine
dewatering) make any of the above non -discharge options feasible for some of the wastewaters?
❑ Yes El No
Feasibility should take into account initial and recurring costs. You may be asked to provide
further information to support your answers to these questions after the initial review.
Other:
39) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
❑O No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg, of hazardous waste generated per month) of
hazardous waste?
❑ No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
❑O No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
40) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? (See
permit text for secondary containment requirements.)
I] No 6tt S� ?
❑ Yes
41) Does your site have an active landfill within the mining permit boundary?
O No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:,
Page 9 of 12
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NCG020000 N.O.I.
Final Checklist
``r`1'-1 This application will be returned as incomplete unless all of the following items have been included and
1� initialed for. Please show that the following required information has been included by initialing in each
space below.
dvJ Fee of $100 made payable to NCDEQ. r,, n 61P
Wsl Completed application and all supporting documents.
_ Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.
Copy of a county map or other general location map that shows the mining site and nearest major roads.
;JW Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
1Ai 2 copies of large-scale (minimum 24" x 36") site plan with topographical lines with
all outfalls, applicable buffers and wetlands clearly delineated, receiving waters, and
100-year flood plain line if applicable.
A copy of your US Army Corps -approved wetland delineation if you marked "yes' to question 27 above.
A line drawing of the water flow through the facility or block flow diagram. A pictorial description of the
nature of any sources of water and any collection and treatment measures. `
y7'J If mine site is in one of the 20 Coastal Counties: /�' 4
• Applicant has checked with the appropriate regional office to verify the need fora Coastal State
Stormwaler permit. Indicate the Regional Office Contact: 'rtv-. 6D6F9rreJJ
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas, and total drainage area.
v.w If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the following and contact your local regional office about a Pumping Operation and
Monitoring (POM) Plan. An approved POM plan may be required prior to NCG02 issuance.
vo/ 2 copies of detailed Full Size Plans (at least 24" x 36") delineating areas on the
plans and listing acreage (including: wetlands, ditches, well -placements, pits,
borrow areas, overburden storage, stormwater controls/BMPs, vehicle
maintenance areas, settling basins, product process (such as screening,
stockpiles, waste piles), total drainage area, impervious surface percentages (if
state SW programs apply), applicable buffers, and access and/or haul roads).
W01 Pump dewatering size and information on its specifications.
_Well information (design, depths, maintenance).
_Physical monitoring for the wetlands areas.
_Settling pond sizing information, if applicable.
_Level spreader design, if applicable.
_Details about dewatering method.
_Cone of influence calculations. (Jgr
_Description of measures to prevent erosion and flooding. f 0
_Description and information about 401/404 permits that have been obtained.
_Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation if
applicable). CALLED AND EMAILE9 ON 6/5/18.
_I have contacted my local regional office about a POM Plan. HAVE NOT RECEIVED A REPONSE.PLEASE SEE THE ATTACHED EMAIL
Regional Office Contact: THOM EDGERTON Date contacted: SENT TO THOM EDGERTON
-OR- DATED 6/5/18 @ 12:47 PM
I will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 10 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Certification: North Carolina General Statute 143-215.6 b (1) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
41) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual
permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. I agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid mining
permit must be attached to this request.)
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate protection
so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules governing
solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to not
result in contamination of the surface or ground waters.
I agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing: WILLIAM H WILFONG
Title: VICE P E DEN
6/18/2018
(Signature ofApp/i n) (Date Signed)
Notice of Intent must be accompanied by a ch k )moneyorder for $100.00 made payable to NCDEQ.
Page 11 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Mail the entire package to:
DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under the NPDES
NCG02 General Permit. Upon review of the submittal, the Division may
determine that coverage under an individual permit is more appropriate. Also be
advised that renewed and continued coverage under NCG02 may be dependent
upon the permittee's compliance success and/or status of the receiving waters.
For questions, please contact the DEMLR/Land Quality Section Regional Office for your area.
DEMLR/Land Quality Section Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
707-9220
Page 12 of 12
SWU-NCG02-NOI Last revised 9/10/2015

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Edgecombe County
Ptxme: (252)821-3(A2
Far: (252) 6314)285
Post Utrice Box 10. 201 Saint. Andrnc Street
I'arfwm, North Carolina 27886
June 15, 2018
Barnhill Contracting Company
Attn: Jeremy Whitehurst
P.O. Box 7948
Rocky Mount, NC 27804
Mr. Whitehurst,
Water and Scwcr
The Edgecombe County Water & Sewer Department does not maintain or operate a
WWTP. Wastewater is treated by the City of Rocky Mount by way of a contract between the
City of Rocky Mount and Edgecombe County Water & Sewer Department.
This contract does NOT allow Edgecombe County to send wastewater to the City of Rocky
Mount for treatment from sources that are not customers of the Edgecombe County Water &
Sewer Department.
if you have any further questions about this matter, please contact the Edgecombe County
Water & Sewer Department at [phone].
Sincerely,
Michael C. Matthews
Utilities Director
Edgecombe County

BARNHILL
CONTRACTING
❑ COMPANY
800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
252-823-1021 phone
www.barnhillcontracting.com
June IS, 2018
Mr. Thom Edgerton
Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27899
RE: Dairy Farm Pit
Edgecombe County
Operations and Monitoring Plan
Dear Mr. Edgerton:
We are submitting an Operations and Monitoring Plan for the Dairy Farm Pit in
Edgecombe County, North Carolina, to ensure that any dewatering activities that may occur in
correlation with mining activities shall not have any adverse effects on any nearby jurisdictional
streams that may be present on the property. Reference is made to the site plan that
accompanies this Operations and Monitoring Plan, which illustrates the mining activities as they
shall occur on the site.
The type of discharge that will be present on the site will be mine dewatering.
Reference is made to the site plan that illustrates the points of discharge from the mine.
Barnhill Contracting Company proposes to dewater mining operations through the following
sequence of events:
1) Erosion Control items will be installed prior to any mining activities on the site.
Sediment Basins and Diversion Ditches will be installed per plan design before mining
activities begin in the mining area.
2) Mining will begin in on the most north/northwestern edge (5 0 acr- —e aof the mine
nearest the property line. This area has already been approved under the express
permitting process, EDGEC-2018-008. Any topsoil in this area will be stripped and
incorporated into a small berm that would extend around the perimeter edges of the
pit. The topsoil within these berms would be used to build any slopes after mining this
area. The topsoil berms will be seeded as needed to stabilize. We will strip areas as

800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
252-823-1021 phone
www.barnhillcontracting.com
mining progresses to prevent unnecessary erosion from occurring. Diversion ditches
will be utilized to divert shed water towards the sediment basin.
3) As mining activities extend below the water table, water will be pumped as needed into
the borrow pit dewatering basin. In case excess water flows over the edge of the
existing basin, a rip rap outlet will be installed at the lowest point and any discharge will
dissipate through the 50' undisturbed buffer to the on -site man made ditch.
4) After all mining activities in this 5.00 acre area are complete, any remaining topsoil
stockpiled will be used to build the slopes of the pond to a grade of 3:1 or flatter above
the water table, and permanently seeded.
5) Mining will then begin in the remaining 21.10 acre area in the same manner. Topsoil
y� will be stripped as needed and used for berms around the perimeter of the pit. As
t k mining activities extend below the water table in this area, water will be pumped into
�5. the existing 5 acre excavation area for storage of pumped water from the new mining
r area. Pumping will be shared between the on -site dewatering basin and newly created
b*� pond as needed to ensure that discharge is kept to a minimum, if any at all.
6) After all mining activities in the 26.10 acre area are complete, any remaining topsoil
stockpiled will be used to build the slopes of the pond to a grade of 3:1 or flatter above
the water table, and permanently seeded.
The proposed operation has been designed so that any overflow from dewatering
activities or extreme rainfall events will take a natural course to the closest ditch. Water will be t ?
pumped at a rate not to exceed 936,000 gallons per day, as dictated by our CCPCUA withdrawal, Yt
peormit, utilizing a Thompson 6" submersible pump (model 46HST or comparable). The
estimated volume of water withdrawal from dewatering activities will be recorded. Storm
water will be managed within the pit utilizing silt fence, diversion ditches, sediment basins,
buffers, and berms when topsoil is available. Reference is made to the site plan, which
illustrates the design specifications and size of the sediment basin. JJ +yM�
There will be an undisturbed buffer established between the mine footprint edges and
the jurisdictional ditch edge. The 50' undisturbed buffer along the edge of the mine limits will
\� be adequately marked with orange safety fence to ensure that heavy equipment does not enter
° into this area and land disturbing activities do not occur.
�� n

800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
252-823-1021phone
www.barnhillcontracting.com
Barnhill Contracting Company will work to inspect and monitor the jurisdictional
features that appear within the property boundary daily, during times that pumping and
discharge are occurring. Barnhill Contracting Company will inspect and monitor the features to
reaffirm the presence of the jurisdictional feature and soils, as well as, for the instability,
erosion, sloughing, subsidence, collapse, newly formed sinkholes, wetland vegetation
degradation, and/or flooding of ditch from discharge activities. Barnhill Contracting Company
does not foresee any impacts to the adjacent features or wetlands, but will secure the
appropriate 401 Permit if the need arises.
Together with data collected by NCDENR- Division of Water Quality from their
inspections, Barnhill Contracting Company and NCDENR- Division of Water Quality can
determine if there are any detrimental impacts to the property's jurisdictional features. During
inspections conducted by Barnhill Contracting Company, if there are any detrimental impacts to
the property's wetlands discovered, Barnhill Contracting Company will immediately cease
dewatering activities, and report the discovery to NCDENR- Division of Water Quality
Washington Regional Office. Together, Barnhill Contracting Company and NCDENR- Division of
Water Quality will determine how these impacts can be abated.
Should you require any additional information, please do not hesitate to contact us.
Yours very truly,
Barnhill Contracting Company
Y/2Pin� �acoricG�
Estimator/Project Manager

Brent Caudle
From: Brent Caudle
Sent: Tuesday, June 05, 2018 12:47 PM
To: '[e-mail]'
Subject: NCG020000 Permit Application - Edgecombe County
Thom,
I am in the process of applying for a storm water discharge permit for a mine (borrow pit) site in Edgecombe County. I
submitted the mining permit application as well as the CCPCUA permit application. We are planning to mine sand, clay
and earthen materials from this mine source for projects around the surrounding area. I'm contacting you to see what
information I need to submit to you for review before I submit the application. Can you please call me at your earliest
convenience to discuss this? My cell number, listed below, will be the best way to contact me.
Thanks,
Brent Caudle
Project Manager/Estimator
Barnhill Contracting Company
P.O. Box 7948
Rocky Mount, NC 27804
Office:
(252)-823-1021
Direct:
(252)-824-8255
Mobile:
(252)-904-3358
bcaudle(@barnhilicontractine.com
BARNHILL
CONTRACTING
COMPANY

.,a
ENVIRONMENTAL EVALUATION AND WETLAND DETERMINATION
Barnhill Contracting Company
NCDOT Project #C204145
Rhodes Pit, Hwy 97, Edgecombe County, North Carolina
PREPARED FOR:
Barnhill Contracting Company
P.O. Box 7948
Rocky Mount, NC 27804
PREPARED BY:
E. Scott Stone
Environmental and Soil Service, Inc.
atoll
i • i
Pinetops, NC 27864
$,104
/O SOIL S\\
o1
GOTT STo
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IV RTYN

Table of Contents
Summary......................................................................................................................2
1.0 Introduction.............................................................................................................2
1.1 Site Description
1.2 Project Description
1.3 Methods
2.0 Preliminary Wetland Delineation....................................................................................3
2.1 Borrow Pit Area
2.2 Haul Road
3.0 Identification of Surface Waters/Riparian Buffers...............................................................4
4.0 Determination of Seasonal High Water Table (SHWT) and Stratigraphy.................................4
4.1 Soil Drainage
4.2 Determination of Seasonal High Water Table (SHWT)
4.3 Soil Descriptions and Stratigraphy
5.0 Excavation Below the SHWT............................................................................................6
5.1 Depth of Excavation
5.2 Direction of Groundwater Flow
6.0 "Skaggs Method...........................................................................................................6
6.1 "Skaggs Method" Results
6.2 Effects on Wetland Hydrology
7.0 Federally Protected Species............................................................................................6
8.0 Flood Zone....................................................................................................................6
9.0 Conclusions..................................................................................................................7
References.........................................................................................................................7
Figures.............................................................................................................................8
1. Figure 1 - Site Location Map (USGS Topographic Map 1:24,000)
2. Figure 2 - Aerial Photo
3. Figure 3 - USGS Topographic Map (1:6,000)
4. Figure 4 - Groundwater Gradient Map
5. Figure 5 - Edgecombe County Soil Survey Map
6. Figure 6 - Flood Insurance Rate Map (FIRMete)
Appendices.....................................................................................................................9
1. "Skaggs Method" Results
2. Federally Protected Species

Summary
The objective of this report is to provide Barnhill Contracting Company with the environmental evaluation for the
proposed Rhodes Pit as required by the North Carolina Department of Transportation (NCDOT). The environmental
evaluation was done in accordance with Borrow and Waste Site Reclamation Procedures for Contracted Projects as
presented by NCDOT'.
Barnhill Contracting Company proposes to excavate material/dirt from a site located in north -central Edgecombe County,
North Carolina (Figure 1). It is understood the dirt removed from the site will be used on the Kingsboro Industrial Site
located in Edgecombe County (NCDOT Project #C204145). There is one (1) borrow pit and a haul road being proposed
for the site (Figure 2). The borrow pit is planned to be located in an open farm field area and the haul road is planned to
connect the borrow pit to Hwy 97 by exiting the borrow pit area in the area of some existing farm buildings, then by
traveling through an existing farm field to Hwy 97.
1.0 Introduction
This report and analysis was done using NCDOT guidance outlined in Borrow and Waste Site Reclamation Procedures
for Contracted Projects'. In addition, information obtained from guidance document Skaggs Method for Determining
Lateral Effects of a Borrow Pit on Adjacent Wetlands2 was used in this report and evaluation.
1.1 Site Description
The site was located off Hwy 97 in Edgecombe County, North Carolina. The coordinates are latitude 35.969610 and
longitude-77.639869. The proposed pit is located in an existing agricultural field. The proposed pit area was bound on
the north and west by a narrow wooded area and another agricultural field. There was a wooded area and another
agricultural field to the east of the site. To the south of the site was an agricultural field and a farm operation with several
out buildings (Figure 2).
The soil in the area of the proposed pit was typical of Coastal Plain deposits found on stream terraces. The soils formed
from fluvial and marine sediment.
The Tar River was located +/- 1.4 miles to the south. Key Branch and/or its small tributaries ran from areas on either side
of the site to the Tar River (Figure 1).
The topography of the area was relatively flat to gently rolling. There was a general drop in elevation from the proposed
borrow pit area to all surrounding areas; however, the drop in elevation was more prominent to the west. Several small
wetland areas were located adjacent to the area proposed for excavation (Figure 2, 3 & 4).
1.2 Project Description
Barnhill Contracting Company proposes to excavate material from a borrow pit that will be used to supply dirt for the
local Kingsboro Industrial Park Project. The site was located at 132 Rhodes Dairy Lane, Rocky Mount, NC. The borrow
pit and haul road are proposed to be located on parcel number 480029065900, which consists of a total of +/- 121.2
acres. The proposed excavation area of the borrow pit is +/- 26 acres.
A typical excavation depth of 16 to 20 feet is planned for the site. Dewatering of the pit will be required while excavation
is taking place. Once the pit is closed out, water levels will be allowed to return to natural levels. No outlets or overflows
will be built into the pond once the pit is closed out
A haul road is proposed to enter the site off Hwy 97. The haul road will continue through an existing agricultural field,
then between existing farm buildings to the proposed pit area (Figure 2).

1.0 Methods
Field investigations were used to describe soil conditions, vegetation, and landscape position and to identify any features
such as local streams and wetlands. Hand auger soil borings were used to gather soil information and to determine soil
characteristics such as depth of horizons, texture, structure, color and consistence.
Relative ground elevations at the locations of soil borings and other ground levels were shot with a laser level. The
elevations are not actual elevations but are elevations used to determine site specific characteristics. An elevation of
60.00 feet was assigned to a nail (temporary bench mark) placed in a power pole on the southeast comer of the site
(Figure 4). All other elevations were determined relative to the temporary bench mark. Elevations of groundwater levels
were determined by measuring static groundwater in open bore holes and subtracting measurements from the relative
ground elevations.
The wetlands were delineated in accordance with the 1987 Wetland Delineation Manual and AtlanttdGuB Coast
Regional Supplement. The Clean Water Act was enacted to protect waters of the United States, which includes
wetlands. Section 404 of the Act gives authorization to the Secretary of the Army, acting through the Chief of
Engineers to issue permits for the discharge of dredge or fill material into waters of the United States. Before the
wetland delineation can be considered official, the delineation must be verified and determined to be jurisdictional or
nonjurisdictional by a representative of the US Army Corps of Engineers (USACOE).
All soil borings, wetiand flags and other pertinent items used to development our site maps were located with a GPS unit
capable of sub -meter accuracy.
Recommendations are given based on site specific work that included soils identification, wetland and stream
determinations, groundwater levels and other site specific characteristics.
2.0 Preliminary Wetland Delineation
Wetlands and open waters that were within or near 400 feet of the proposed borrow pit and near the proposed haul road
were identified and flagged. Before the wetland delineation can be considered official, the delineation must be
verified and determined to be jurisdictional or non jurisdictional by a representative of the US Army Corps of Engineers.
Based on criteria for adjacency or connectivity areas of wetlands or open waters were determined to be jurisdictional or
non -jurisdictional from a preliminary standpoint (Figure 2, 3 and 4).
2.1 Borrow Pit
Jurisdictional 404 wetlands or waters of the US were identified to the northeast, east, south and southwest of proposed
the proposed pit (Figure 2, 3 and 4). These areas are identified as Wetland "A", Wetland "C", Wetland "D", Wetland "E"
and Jurisdictional Waters. Wetland "A", "C" and the Jurisdictional Waters were within 400 feet of the proposed borrow pit.
Wetland "A" was 302 feet from the proposed borrow pit at its closest point. Wetland "C" was 232 feet from the proposed
borrow pit at its closest point. The jurisdictional waters/pond was 79 feet from the proposed borrow pit at its closest point
Wetland "D" and "E" were outside the 400 foot perimeter around the borrow pit and were not in the vicinity of the
proposed haul road; therefore, these wetland areas should be of no consequence to this environmental evaluation.
The waters/pond located east of the proposed borrow pit had connectivity to traditionally navigable waters (Tar River) via
a ditch that flowed from the pond, across the field in a southerly direction and to a tributary of Key Branch, which flowed
to the Tar River. For this reason, the pond was determined by ESS to be jurisdictional.
There was an abandoned farm lagoon (upland impoundment) located south of the proposed borrow pit area. Near the
impoundment was an upland pond. The pond was dug to supply spoil for the formation of the lagoon. The pond had no
connectivity to any stream or wetland and was in an upland landscape position; therefore, the pond should be
considered non jurisdictional. The abandoned lagoon should also be non -jurisdictional.

2.2 Haul Road
The proposed haul road is planned to enter the site off Hwy 97, cross and existing agricultural field and enter the pit area
between existing farm buildings (Figure 2). A potential wetland area was located near Hwy 97 in the vicinity of the
proposed haul road (Figure 2 and 3). The potential wetland area can be avoided by routing the haul road to the west of
the potential wetland area.
3.0 Identification of Surface Waters/Riparian Buffers
The site lies within the upper Tar River watershed (HUC 03020101). A review of North Carolina Division of Water
Resources (NCDWR) documents indicate the Tar River and its tributaries are currently subject to riparian buffers3.
Streams and potential streams in the vicinity of the site were identified. A review of USGS topographic maps (Figure 1
and 3) showed potential streams to the south, west and east of the site. The Edgecombe County Soil Survey showed
potential streams to the south of the site; however, the streams do not extend to the east and west of the site as shown
on USGS maps (Figure 5).
The streams shown on USGS maps appear to be potential tributaries of Key Branch. The tributary to the east of the site
was outside the 400 foot perimeter established around the proposed borrow pit, therefore, this tributary should be of no
consequence to this environmental evaluation. With the exception of a small portion to the northwest of the site, the
entirety of the potential tributary to the south and west of the site was outside the 400 foot perimeter. The portion that is
shown within the 400 foot perimeter is shown as "man-made ditch" on Figure 2, 3 and 4. This feature was 304 feet from
the proposed borrow pit at its closest point An investigation of the potential stream revealed a manmade ditch that was
located at the edge of the existing agricultural field. It is the opinion of ESS, that this ditch would not be classified a
stream based on NCDWR standards and would not be subject to riparian buffers. A stream call would most likely be
needed by NCDWR if the feature is determined to be of consequence with respect to the excavation of the borrow pit
4.0 Determination of Seasonal HiAh Water Table (SHWT) and Stratiaraphy
A series of seven (7) soil borings were conducted at various landscape positions in the areas of the proposed pit. The
locations of these soil borings are shown on Figure 4.
4.1 Soil Drainage
The soils within the area of the proposed pit ranged from moderately well drained on the eastern portion of the proposed
pit to well drained on the western portion the proposed pit.
4.2 Deteffnination of Seasonal High Water Table (SHWT)
Soil characteristics and measured depths to static groundwater were used to determine the depth of the SHWT at each
soil boring. The depth to the SHWT ranged from 2.33 feet below the surface at B7 to 6.67 feet below the surface at B4
(Figure 4). Table 1 gives the relative elevations of the ground surface, SHWT and static groundwater levels (STWL) at
each boring location.
Location
Ground Elevation .r
SHWi
Stati-------------
c Groundwater
4/19/18 4127/18
81
57.30'
—
r 54.97'
52.63'
52.68'
B2
56.98'
'--- 54.31'
62.65'
S2.98'
— -�
B3
58.60'
—
53.43'
52.31'
52.68'
B4
60.01'
i
53.34
52.09'
52.26'
�I BS
57,29' —
53.12'
51.21'
52.29'
B6
59.50'
53.33'
52.42'
52.50'

B7
56.07'
53.74'
52.07' 53.03'
Wetland "A"
54.50'
+54.50'
54.73'
Wetland "C"
50.20'
+50.20'
50.59'
Wetland "E"
49.60'
+49.60
50.02'
Jurisdictional
Pond
I
55.14'
fable 1
4.3 Soil Descriptions and Stratigraphy
Soil descriptions were recorded at each of the soil borings. Strabgraphy to a depth of 20 feet was based on information
gathered from soil borings conducted by ESS and exploratory excavations made by Barnhill Contracting Company. Soil
descriptions are available upon request. The soils were characterized by sandy loam textured material from the surface
to a depth of 8 to 20 inches ("A" Horizon). A horizon ("Bt" Horizon) of sandy clay loam soil was encountered from just
below the "A" horizon to a depth that ranged from 3 to 4 feet. A course loamy "BC" horizon was found from the bottom of
the "BY' horizon to a depth of 4 to 5 feet. Course sand ("C" horizon) was found below the "BC" horizon. The soil was in
area of the proposed pit was most like the Wickham soil series. Soils in the field to the west of the site and wefland areas
were most like the Roanoke soil series.
Based on information obtained from Mr. Brent Caudle of Barnhill Contracting, the sand extended to a depth of at least 20
feet in the area of the proposed pit For the purpose of this evaluation, the impermeable layer will be assumed to be at a
depth of 20 feet since no data was available for depths greater than 20 feet.
5.0 Excavation Below the SHWT
To determine the feasibility of excavating below the SHWT, the depth to the SHWT was determined as described in
subsection 4.2 of this report. In addition to determining the depth to the SHWT, the direction of groundwater flow and
groundwater gradient was determined based on information gathered on site. These items are needed to determine if
"Skaggs Method" calculations are needed in situations where the proposed excavation may impact wetlands or streams
within 400 feet of the proposed disturbance area and concurrence from the USACE is being requested in situations
where reduced buffers are being requested2. As our evaluation has determined, there are wetlands and jurisdictional
waters within 400 feet of the proposed pit.
5.1 Depth of Excavation
Bamhill Contracting Company has indicated the typical excavation depth to be 16 to 20 feet The highest ground
elevation in the proposed borrow pit area was on the southwest comer of the site (Table 1). If excavated to a depth of 20
feet, the bottom of the pit would be at a relative elevation of 40 feet. This excavation depth would place the bottom of the
pit 13.34 feet below the SHWT at B4. Due to the excavation being below the SHWT and measured static groundwater
levels across the site, dewatering of the pit will be needed.
5.2 Direction of Groundwater Flow
The NCDOT document Skaggs Method for Determining Lateral Effects of a Borrow Pit on Adjacent Wetlands2 describes
three (3) pit types in which the direction of groundwater is considered. The reason for determining the direction of
groundwater flow is to determine if excavations from the borrow pit, that will result in dewatering of the pit, will result in a
negative impact on the hydrology of any nearby wetland. The three (3) pit types described in the document are: 1. Flow
from wetland to pit 2. Flow from pit to wetland and 3. Flow through pits: wetland to pit on one side, pit to wetland on
other side2.

To determine the direction of groundwater flow, groundwater levels were measured and relative elevations calculated.
The relative elevations were then used to determine the groundwater contour and direction of groundwater flow by
using the triangulation method (Figure 4). Before any excavation or dewatering takes place, the general direction of
groundwater flow was determined to be from the area east of the proposed pit 1, across the proposed pit area and
toward the wetland area (Wetland "C') located on the southwest side of the proposed pit (Figure 4). Given the relatively
low groundwater gradient, it is likely dewatering of the pit will effect surrounding hydrology for the period dewatering
takes place. After the pit is closed out and no outlets are created for water to escape the pit, the hydrology of the area
should return to levels encountered before excavation and dewatering.
6.0 "Skaags Method"
The "Skaggs Method" must be used for determining reduced buffers in situations when wetland hydrology may be
affected by dewatering, wet mining or excavations below the SHWT and when the borrow pit is a type 1 or type 3
as defined in the Skaggs Method for Determining Lateral Effects of a Borrow Pit on Adjacent Wettande. The current
status of hydrology in the area would be type 3. A type 1 pit would result temporarily as the pit is dewatered.
The analysis of hydrology indicates the "Skaggs Method" would be required in this case.
6.1 "Skaggs Method" Results
Inputs into the model were from site specific data and estimated data from the Soil Survey. The Step -by -Step
Guide for "Skaggs Method" Program was used when determining inputs. The deepest water level allowed in the
model is 6 feet, which was used as the water level in the pit. Surface depressional storage in the wetland was set
at 1 inch. The depth to the impermeable layer was set at 10 feet in the wetland area. The depth to the
impermeable layer in the area pf the proposed pit was determined to be 20 feet. The Wetland "C" was 10 feet
below the ground elevation at B4. This would place the depth of the impermeable layer at 10 feet below the
surface in the area of the wetland. The wetland soil were best characterized by the Roanoke soil series. Since no
on site hydraulic conductivity measurements were taken, the model inputs for a Roanoke soil were used.
Drainable porosity was set at a conservative value of 0.035. The resulting lateral effect was calculated to be 133.6
feet (Appendix 1).
6.2 Effects on Wetland Hydrology
The jurisdictional wetlands/waters identified within 400 feet of the proposed borrow pit were Wetland "A", the
Jurisdictional Waters/Pond and Wetland "C". The results of the "Skaggs Method" indicate a lateral effect of 133.6
feet. Wetlands "A" and "C" are greater than 134 feet from the proposed borrow pit at their closest point (Figure 4).
Based on this information a reduced buffer should be allowed for wetlands "A" and "C".
Due to close proximity of the jurisdictional waters/pond located east of the proposed pit, the hydrology issue must
be addressed in more detail. One solution could be reduce the size of the pit to accommodate a minimum
setback of at least 134 feet from the pond to the pit. At present the pond is located +/-79 feet from the proposed
pit. Another solution may be to pump water into the pond as needed to maintain current water levels. Daily
monitoring of the water levels would be needed to assure water levels are maintained at current levels.
7.0 Federally Protected Species
ESS conducted an investigation of the disturbance areas (Borrow Pit and Haul Road) to determine if federally protected
species may exist. Appendix 2 is a list from the US Fish and Wildlife Service of these species in Martin County. None of
the species or habitat for the species listed were observed in the area of the proposed pit or haul road.
8.0 Flood Zone
A review of FEMA maps indicate the area of the proposed pit or haul road are not located within a flood zone (Figure 6)

9.0 Conclusions
Barnhill Contracting Company plans to excavate material from a proposed borrow pit located off Hwy 97 in Edgecombe
County, North Carolina. An environmental evaluation was conducted by ESS to identify wetlands, streams, protected
species and flood zones that may be impacted by the activities related to the proposed project.
The evaluation revealed wetlands within 400 feet of the proposed borrow pit and haul road. After reviewing the proposed
activities and applying pertinent rules and regulations, it appears the activity can be achieved without adverse effects to
the wetland hydrology of wetland "A", wetland "C" or the potential wetland area located near Hwy 97.
The "Skaggs Method" calculations indicate a lateral effect of 134 feet, which would affect only the jurisdictional waters
located to the east of the site. Proper measures can be taken to insure hydrology of the pond remains as is during the
dewatering phase of the operation.
After completion of the excavation and dewatering of the pit, the water level in the pit will be allowed to return to pre -
operation levels.
Based on information provided by Barnhill Contracting Company, the site does lies adjacent to but not within any flood
zone based in FEMA maps. No federally endangered species were observed in the area of the proposed pit or haul
road.
References
1, ham://connect.ncdot.gov/resources/roadside/Documents/ContractedReciamationProcedures pdf
2. https //www ncdot gov/doh/operations/do chief eng/roadside/fieldops/downloads/Files/SkaggsMethodBuffersp
df
3.
4. https://cfi)ub.epa.gov/surf/huc.cfm?huc code=03020101

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i1 soo 761 700 261 300 26t soo 26 000 76 100 26200 zb 300 26 400 26 5
"-38'30'
Jn1e0sd1 •1N1 »'ene Gerculy ,07A1. n,V ba On tan 12
No1:n:•n•n• uin Uaflwn al'8q
7r38'18" 77.38•
1'8000 stale '
Figure 3

Figure 5
M
I
iource: Edgecombe County Soil Survey Barnhill Contracting Company
Rhodes Pit, Hwy 97
Edgecombe County, NC
4%o rer-

Legend
National Flood Hazard Layer FIRMette *FEMA
zDu Ouu T,ouu 1,500 2,000 Finl(- j� _ A
SEE FlS REPORT FOR DETAILED LEGEND AND IN Dfix MAP FOR FIRM RANEL IAyedl
WNhout ease Flood Eknatknl (8FE)
Zme A v A"
SPECIAL FLOOD With BFE or Depth
HAZARD AREAS Regulatory Fioodwey 'o- AE. Ao. ar, w. kv
02% Annual Chance Rood Herard, Arena
of 1%annual chance flood with average
depth less then one toot a with drainage
arms of fees than one square mile z... x
- -
Future Conditions 1%Annual
Chance Flood Hemrd 2w. x
Arm with Reduced Flood Risk due to
OTHER AREAS OF
Levee. See Notes, z— x
FLOOD HAZARD
Arm with Flood Risk due to Levmzo.. o
salEa
Area of Minimal Flood Harard
Effective LOMRs
OTHER AREAS
Arm of Undetermined Flood Hazard Z.
GENERAL ----
Channel, Culvert. or Storm Sewer
STRUCTURES nntamu
Lavin. Dike, or Fk odwall
au C c S9ctions with l%Annual Chance
Syr Water Surleoe Elevation
Q- -- — Combat Transact
—a-- Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
--- Coastel Transact Baseline
OTHER Profile Baseline
FEATURES Lydrographlc Feature
Digital Data Available
0
No DILItal Dote Available
MAP PANELS Q
Unmapped
This map compiles with FEMA's standards for the use of
digital flood made if it Is not void as described below.
The base map shown compiles with FEMA's base map
accuracy standards
The flood hazard Information is defied directly from the
authoritative NFHL welt services provided by FEMA. This map
was exported on 5 10 201E at § a5 0.7 aN'. and dos set
reflect changes or amendments subsequent W this date and
time. The NFHL and effective Information may change or
Demme superseded by new data over time.
This map Image Is Vold It the one or more of the following map
elements do net appear. base map Imagery, flood Epee Labels,
legend, scale her, map amtion date, community Identifiers.
FIRM panel number, and FIRM eHactNe date. Mop Imago for
unmapped and unmodernited areas cannot be used for
regulatory purposes.

Appendices

Appendix 1
"Skaggs Method" Results

Lateral_Effect_Summary.txt
AA4*4**b4*#4#A4AA#4AA4AAb*tr***A*tr#AAAA*#*#*#tr44*A4#*tr***AA4b**4**A*4bAtr4**A4***A
---Lateral Effect Program Summary --
Application of Skaggs Method
Copyright 2006-2011. Brian D Phillips, R Wayne Skaggs, GM Chescheir
North Carolina State University Dept of Biological & Agricultural Engineering
version: 2.5.50.0
Project Run Date and Time: 5/10/2018 8:38:00 PM
*AA*trA**4*4*#***#*4#****4AA44444****A*A44**#*4*A4AA*#4*4*A*AA#AA44*AAAAA***A***A
Project Information
------------------------------------------------------------------
Project : Barnhill Contracting CO -Rhodes Pit
User: Scott stone
Company / Agency: Enviromnmental and soil Service, Inc.
Department:
Project Location: HWy 97Edgecombe County
Project Coordinates: 35.469610,-77.639869
Soil ID: Roanoke
Notes:
site Parameters
------------------------------------------------------------------
State: North -Carolina
County: Edgecombe
surface Storage: 1 in (2.5 cm)
Ditch Depth or Depth to Water Surface: 6 ft
Depth to Restrictive Layer: 10 ft
Drainable Porosity: 0.035
Hydroperiod: 5 %
user defined T25 or Default T25: DEFAULT
T25 value: 12.4 days
user defined Conductivity or Soil survey Conductivity:
SOIL SURVEY
weighted Hydraulic Conductivity: 0.8003 in/hr
Hydraulic Conductivity Data by Layer for Soil: Ro_Roanoke_undrained
weighted Hydraulic Conductivity Calculated Using:
Average K
values
Bottom Depth in Low K in/hr High K in/hr
Average K
in/hr
Layer 1 7.00 0.57
1.98
1.275588
Layer 2 10.00 0.57
1.98
1.275588
Layer 3 43.00 0.20
0.57
0,3826764
Layer 4 52.00 0.06
0.20
0.12897612
Layer 5 120.00 0.06
1.98
1.02188772
Layer 6 0.00 0.00
0.00
0.00
Layer 7 0.00 0.00
0.00
0.00
Layer 8 0.00 0.00
0.00
0.00
----------------------------------------------
Lateral Effect: 133.6 ft
----------------------------------------------
Page 1

3gecomoe Uounry nnaangerea species, threatenea Npemes,reaerat ... nttps:iiwww.tws.gowraleigr/species/cnryust/edgccombe.htm]
North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service) define Federal
Species of Concern as those species that appear to be in decline or otherwise in need of conservation and are under
consideration for listing or for which there is insufficient information to support listing at this time.Subsumed under
the term "FSC" are all species petitioned by outside parties and other selected focal species identified in Service
strategic plans, State Wildlife Action Plans, or Natural Heritage Program Lists.
T(S/A) = threatened due to similarity of appearance. A [axon that is threatened due to similarity of appearance with
another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered or
threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land, for
consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. 'Ibis delisting took effect August 8,2007. After
delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the primary law
protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of
"take" that includes "disturb". 1he USFWS has developed National Bald Eagle Management Guidelines to provide
guidance to land managers, landowners, and others as to how to avoid disturbing bald eagles. For mor information,
visithttp:/hv_ww.fws.ggv/migrau>pbirds bald aglc.htm
Threatened due to similarity of aaaearance(T(S/A)):
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New York
south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to Georgia) was
listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and
interstate and international commercial trade of bog turtles from the southern population. The T(S/A) designation has
no effect on land management activities by private landowners in North Carolina, part of the southern population of
the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers the southern
population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
IncidentaLlmigrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known records
(in adjacent counties), the presence of potentially suitable habitat, or both.
f2 5/10/2018. 1034 PM

cf%Usems S°II\OLD_PC_BACKUPS\Drive 2\Proiects\4461, Barnhill Contracting, Rhodes Plt4 61-1a.pla 05-09-2018
Groundwater Gradient Map
Barnhill Contracting Company
Rhodes Pit, Hwy 97
Edgecombe County, North Carolina
/ 000,�' \
> ` � Agricultural Field
Man -Made Ditcheswetland . " • - \ \
® */ • , ' ' J Water Level Wetland (54.73')
(ST 52.68')
/Agricultural Field �' e`lo0 C B526.98')^
(ST 52.98') Wooded
Ok
a0 ° 0 Jurisdictional W
t Water Level In Pond (55.14) (55.141
B4 m
Tree Llne
(ST 52.26') O a.
(59.50')
Dlr,wtlon or B6
w Gmur water Flow (ST 52.50')
Wetland "C- I
Water Level In Wetland (50.59) Agricultural Field >
1 ,
\\ (57.29')
B5
Di. on ofGmundvatFlow
\ Non -Jurisdictional \/ I
Upland Pond
Determining Groundwater Contour and Flow Direction
(Triangle B2, B4, B7)
(Triangle B1, B3, 65)
(53-03' - 52.98') _ (53.03' - 52.26') (52.88' - 52.68') _ (52.88' - 52.29')
X 1078' X 721'
X = 70' X = 244'
The direction of groundwater flow is determined by drawing a line
perpendicular to the groundwater contour and through the lowest
groundwater elevation in the triangle. The direction of groundwater
flow is generally in a south to southwest direction.
Non -Jurisdictional'
Impoundment
Wetland D"
Water Level in Weiland (50.;
Figure 4
AgriculturalFiel`\
(57.30
B1 I �\
(ST 52.88')
Existing Dirt Path
Conveyance Ditch
1.
\1
>°. (56 .0T)
I
B7
(ST 53.03')
T
TBM - 10P Nail in Power Pole
(60.00') /
Haul Road
i
i
All
end
(60.00') Relative Ground Elevation
(ST 60.00') Relative Static Groundwater
Elevation on 4/27/18
Jurisdictional Wetland Area
Identified By ESS
Pond or Impoundment
—
Ditch
O
Soil Boring Location
Environmental and Soil Service, Inc.
P.O. Box 82
Pinetops, NC 27864
Prepared with Oulk PlatPro32 by

NTRA
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: COWE ` BRANCH BANKING&TRUST_ •g
7Y+ .,.sf®�p 'B]O N.EBTERN BLVD' _ �. • 1
1 wl _I _.. TARS0 0 NC 27M.
F - 800 TIFFANY BLVD ;SUITE 200 ee n2`'"i,' i ' /' 06/18/16 921627NK
4 P:O BOX 7948 ROCKY.MOUNT NC 27804 � _ w •' _ ):
531 R
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PAY d ONE HUNDRED AND-XX / 100
y
yk 1 1
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THE, NCDEQ OR
ORDER OF 1612 MAIL SERVICE CENTER
c RALEIGH NC 276991612;
.[!�-
w=�.dAs�,.�,..:...w .¢...._ ski - _ ;tl.. �1v.-✓Nk.... _ _
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_

9 (1 ben
R Q 0
BARNHILL
CONTRACTING
COMPANY
800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
252-823-1021 phone
www.barnhillcontracting.com
June 18, 2018
Mr. Bradley Bennett
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, INC 27699-1617
Dear Mr. Bennett,
cis �—
'VC Dept of Environmental Quality
jUN 2 8 2018
$4e,& Regional Office
Re: Dairy Farm Pit
NPDES Permit Application
I am respectfully submitting an application for an NPDES discharge permit for a borrow pit in Pitt
County. An on -site determination of potential jurisdictional features was performed by the
Environmental and Soil Service, Inc. The location of the wetlands and the proposed buffers are also
shown on the enclosed site plan,
Barnhill Contracting Company proposes to pump water from a rim ditch into the dewatering
basin as shown on the mine map during the initial start of the excavation. This basin has been designed
for a 1,000 gallons per minute pump and a detention time of 2 days. Once this area is mined of its
material, it will then be used for storage of dewatering from the next phase of the mining area. Water
will be pumped into the basin and pond utilizing a 6" submersible pump (Thompson Pump Model
46HST) at an average rate of approximately 650 gallons per minute. This pit will be operated for Barnhill
Contracting projects only and will not be run on a continual basis. Use will be determined by demand
for sand for local projects. Because of the nature of this work, withdrawal rates and discharge will vary
greatly from month to month. We intend to dewater only when we are actively mining sand and not on
a continuous basis. During times of mining we will typically work 12 hour days and pump during those
times. Therefore, any discharges will be kept to a minimum. We have also applied for a CCPCUA
withdrawal permit through division of Water Resources since this site is within Edgecombe County.
Erosion control measures will be installed onsite prior to any land disturbance taking place.
Please reference the site plan for a more detailed depiction of these measures. Any water within the
mining area will be directed to drain towards the pit. There are also diversion ditches with check dams
along both sides of the haul road to control runoff from this area.
1X

800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
2S2-823-1021phone
www. ba rnh illcontracting.com
Please find enclosed one (1) original and two (2) copies of the NPDES Notice of Intent Permit
Application and supporting documents. Should you have any questions, please do not hesitate to
contact us.
Yours Very Truly,
Barnhill Contracting Company
Mine Manager
Enclosures

Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
Environmental National Pollutant Discharge Elimination System
Quality NCG020000
NOTICE OF INTENT — General Permit Application
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below) and
like activities
The following activities are included:
Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
Stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
Stormwater from vehicle maintenance activities (VMA) at mining operations;
Overflow from facilities that recycle process wastewater; and/or
Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
Stormwater discharges associated with peal mining, coal mining, and metal mining;
Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
Stormwater discharges associated with oil and gas extraction operations; and
Stormwater discharges associated with tourist gem mines
NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administered by the Division
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or type all entries in this application form
1) Mailing address of ownerloperator (official address to which all permit correspondence will be mailed):
Legal Owner Name BARNHILL CONTRACTING COMPANY
(Attach the most recent Annual Report to the NC Secretary of State showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name must be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (assigned for in question 41. at end) WILLIAM H. WILFONG
Street Address P.O. BOX 7948
City ROCKY MOUNT State NC ZIP Code 27804
Telephone No. 252 823-1021 E-mail [e-mail]
Alternate Contact Name' BRENT CAUDLE E-mail (if different)
Alternate Contact Telephone (if different) 252 904-3358 [e-mail]
'Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
Page 1 of 12
SW U-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name DAIRY FARM PIT (CURRENT PROJECT ID: EDC,EC-2018-008)
Facility Street Address
107 RHODES DAIRY LANE
Facility City
BATTLF.BORO State NC
Facility County
EDGECOMBE COUNTY
Facility Contact
BRENT CAUDLE
Telephone No.
252 904.3358 Fax: 252
Contact E-mail
[e-mail]
3) Physical Location Information:
ZIP Code 27809
977-7512
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). FROM ROCKY MOUNT, HEAD WEST OFF OF HWY 301
ON HWY 97W FOR± 9.5 MILES. THE DESTINATION RHODES DAIRY LANE (FARM PATH), WILL BE ON YOUR LEFT
4) Facility Location Coorc
Latitude 35.964955
degrees)
BEFORE
N Longitude -77.637144
5) Consultant Information (if applicable)
Consultant:
Consulting Firm:
Mailing Address:
City:
State: Zip Code:
Phone:(_) Fax:(_)
E-mail:
W (degrees / minutes / seconds or decimal
Permits:
6) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility
❑ Existing
7) Standard Industrial Classification:
(Optional)
Staple Business Card Here
Date operation is to begin: SUMMER 2018
Date began mining:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility SIC Code: 1 4 4 2
8) Provide a description of the types of minerals mined at this facility: SAND, CLAY, AND EARTHEN MATERIALS
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? ❑ No ❑ Yes
10) Is this an inactive mine site?
✓❑ No
❑ Yes If yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
Page 2 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
11) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
APPLICATION CURRENTLY UNDER
❑ No If no, please indicate the status of the Mining Permit application: _ REVIEW - SUBMITTED 6/4/18
❑ Yes If yes, please provide the Mining Permit number: Also provide a copy of
the DEMLR Mining Permit with this NPDES application.
12) Does this facility have any other NPDES permits?
❑ No
O Yes
If yes, list the permit numbers for all current NPDES permits for this facility: EDGEC-2018-008
13) Are you applying for a discharge permit in the same location as a previously permitted mine?
❑ No
❑O Yes If yes, specify permit number and mine name if known: DAIRY FARM PIT - EDGEC-2018-008
14) Does this facility have any Non -Discharge permits from DWR (e.g., recycle permits)?
❑ No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does total area of this mine site include ready -mixed concrete plant and/or asphalt plant areas?
❑� No
❑ Yes If yes, do they have separate NPDES stormwater permits? ❑ No ❑ Yes (provide permit
number(s) )
If not owned by the same company, who is the owner?
Development Activities and Buffers:
16) Will this mining operation precede development activities at this site?
❑ No
❑ Yes
17) Is this mine located within one of the 20 Coastal Counties, and will it add more than 10,000 ft' of
impervious surface?
O Yes (to both)
❑ No, this mine site IS in one of the 20 Coastal Counties but will NOT add 10,000 ft2 of impervious surface.
❑ No, this mine site is NOT in any of the 20 Coastal Counties.
If this site is in one of the 20 Coastal Counties, you may be required to apply for an additional State
Stormwater Permit. Check with your local Regional Office (see contact information and checklist below).
18) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
❑ No GREATER
0 Yes If yes, what size stream buffers are included on site?THAN 50' ft. You must show buffers on site
plans. Also include information and plans showing diffuse flow through buffers as required.
Page 3 of 12
SWU-NCG02-NOI Last revised 9I10/2015

NCG020000 N.O.I.
Discharge Points, Receiving Waters & Wetlands:
19) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.
and/or wastewater discharges will end up in? FROM SOURCE TO ONSITE WE
WETLANDS TO KEY BRANCH, FROM KEY BRANCH TO TAR RIVER.
that the facility stormwater
LANDS, FROM ONSITE
To find the waterbody, please see the NC Surface Waterbody Classifications map at
https://deq.nc.gov/abouVdivisions/water-resources/water-resources-science-data
rteceiving water ciassincanon(s) for the waters: Ws -IV; NSW
If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer). N/A
Discharge of wastewater to receiving waters classified as WS-11 through WS-V, or SA, must be
approved by the Division of Water Resources (DWR) or Division of Marine Fisheries
(DMF). DEMLR cannot grant coverage under NCG020000 without that approval. Also be advised that
no new discharges of wastewater are permitted in receiving waters classified as WS-1 or
freshwater ORW. Wastewater discharges to saltwater ORW will not be approved under General Permit
NCG02 but may be eligible for an individual permit.
20) Will this mine site discharge wastewater or stormwater to waters classified as High Quality Waters
(HQW), Primary Nursery Areas (PNA), Trout (Tr) waters, or a class with a symbol like "+" or "@" that
denotes a special management strategy is in place?
8 No
❑ Yes, PNA'
❑ Yes, HQW'
❑ Yes, Trout (Tr)
❑ Yes, includes "+" or "@"
21) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
ID No
❑ Yes, SA"
'For questions 19-20, be advised that the NCG02 General Permit limits the discharge volume of total combined
wastewaters to 50 percent of the receiving water in -stream flow under 7Q10 conditions in HOW waters (PNA and
SA waters are considered HOW by definition). You may be required to contact USGS to obtain a 7Q10 flow.
22) Will this mine site discharge wastewater or stormwater to impaired waters, or to waters with an
approved 'Total Maximum Daily Load" (TMDL)?
To find impaired waters & TMDLs, please see the Impaired Waters Map & TMDL map on
https://deq.nc.gov/about/divisions/water-resources/water-resources-science-data
❑O No
❑ Yes, these waters are impaired for (list pollutants):
❑ Yes, these waters have a TMDL for (list pollutants):
Page 4 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
23) List discharge points (outfalls) that convey discharge from the mine site (both on -site and off -site) and
location coordinates. Attach additional sheets if necessary, or note that this information is specified
on the site plan. Include proposed maximum daily flow rate for each wastewater outfall.
You must show all discharge points clearly on the submitted site plan. Be advised
that NCDEQ may require you to apply for an individual permit, based on proposed
discharge rates and receiving stream conditions (low flows, impairments, etc.)
Stormwater
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Mine Dewatering
Mine Dewatering (Wastewater) Outfall No. 1
Proposed maximum flow rate: 650 GAL/MIN
Latitude (degrees/minutes/seconds or decimal degrees): 35.969911
N
Longitude (degrees/minutes/seconds or decimal degrees):-77.641866
W
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Page 5 of 12
SW U-NCG02-NOI Last revised 9/10I2015

NCG020000 N.O.I.
24) Help us understand what will happen to the dewatering water at this mine site:
❑ N/A — this mine is not dewatering at all and will not dewater in the future.
a) Will this mine be dewatering and discharging to waters of the state? (Answer only if dewatering)
❑ No
O Yes If yes, where to? O Surface Waters and/or Wetlands (on -site or off -site)
❑ Other (on -site or off -site) Describe:
b) Will this mine be dewatering but not discharging to waters of the state? (Answer only if dewatering)
Ell No
❑ Yes If yes, explain how you are dewatering, and where that water will be directed:
25) Are there wetlands or surface waters within 400' of the mine pit perimeter?
** SEE ENCLOSED MAP FOR DISTANCES FROM WETLANDS AND **
❑ No ENCLOSED ENVIRONMENTAL ASSESSMENT FOR WETLAND DELINEATION
0 Yes If yes, what distance are they from the mine pit perimeter? VARIOUS feet.
WETLAND "A" = ± 312' WETLAND "D"=±477'
WETLAND "C" = ± 203' MANMADE POND=±114'
26) Will mining operations require dewatering near wetlands or other waterbodies, and will dewatering
potentially impact any wetlands or other waterbodies?
❑ No, dewatering will not occur near (within 400') of wetlands or other waterbodies (e.g., streams, lake, etc.)
El Yes, dewatering will be near wetlands or other waterbodies
Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that
have the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (POM) Plan that has been approved by the
Department.
For sites that may drain wetlands — approval of a POM Plan may be required prior to coverage under
this permit. The POM Plan should be submitted to the appropriate Regional Office and in all cases must be
approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the effect of
pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed plans to maintain
surrounding hydrology and respective monitoring to demonstrate compliance. See checklist at the end of the
application. Contact the Regional Office for questions specific to your mine.
27) Have you been required to obtain 4041401 Certification permits?
21 No
❑ Yes If yes, please briefly describe below (include information such a required mitigation, BMPs,
setbacks, and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as
necessary:
BARNHILL CONTRACTING COMPANY HAS NOT BEEN REQUIRED TO OBTAIN 404/401 CERTIFICATION, HOWEVER
WE HAVE GOTTEN AN ENVIRONMENTAL EVALUATION TO LOCATE AND DELINEATE 404 WETLANDS AND
JURISDICTIONAL WATERS OF THE US. THIS REPORT IS ENCLOSED FOR YOUR REFERENCE.
Page 6 of 12
SWU-NCG02-NOI Last revised 9/10I2015

NCG020000 N.O.I.
**SEE ENCLOSED ENVIRONMENTAL**
EVALUATION WE HAD PERFORMED
28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
El No ❑ Yes If yes, please attach to application submission.
Stormwater BMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
❑ No 0 Yes If yes, please briefly describe: DIVERSION DITCHES WILL BE INSTALLED, ALONG
THE HAUL ROAD, TO DIRECT THE STORMWATER RUNOFF THROUGH CHECK DAMS. BERMS & DIVERSION
DITCHES WILL BE CONSTRUCTED AROUND THE PERIMETER OF THE MINING AREA TO CONTAIN ALL WATER
INSIDE THE MINING AREA AND ALL WATER WILL BE DIRECTED TOWARDS THE BASIN.
30) Does this facility have a Stormwater Pollution Prevention Plan?
O No ❑ Yes If yes, when was it implemented?
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
O No ❑Yes, If yes, will VMA area runoff discharge into the wastewater treatment syslem(s)?
❑ No, VMA runoff will discharge separately through a stormwater outfall
❑ Yes, VMA runoff will drain back to the mine pit or other wastewater system
Wastewater Treatment Facilities:
32) Will mine dewatering occur? (Yes, we are asking about dewatering again.)
❑ No
O Yes If yes, will the mine discharge this water?
33) Will this facility wash mined materials?
O No
❑ Yes If yes, will the mine discharge this water?
YES
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
overflows)?
O No
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
© No
❑ Yes If yes, provide the name, manufacturer, and the quantity of average daily usage of the chemical
additive (if known):
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina:
https://deq. nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permits/stormwater-permits/
construction-sw
36) Will any of the wastewater treatment facilities at this mine overflow only during rainfall events that
exceed the 10-yr, 24-hr rainfall event?
❑ Yes If yes, which treatment systems are those?
0 No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
Page 7 of 12
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NCG020000 N.O.I.
37) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
ID No
❑ Yes
38) A Wastewater treatment alternatives reviewis required by 15A NCAC 2H.0105 (c)(2)
for any new or expanding water pollution control facility discharges in North Carolina. You may
attach additional sheets. List the types of wastewater this mine site will discharge:
8 Mine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? ✓l Dewatering ❑ Process WIN
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ✓❑ Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes [Zo No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?" PLEASE SEE THE ATTACHED
LETTER FROM THE EDGECOMBE COUNTY UTILITY DIRECTOR IN REGARDS TO
NOT ACCEPTING THE WASTE WATER.
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes 0 No
(1) If Yes, for what type of wastewater at this mine site? ❑ Dewatering ❑ Process W W
(2) If No, is this option technologically feasible (possible)? Why or why not?'
A CLRS IS NOT TECHNOLOGICALLY FEASIBLE BASED ON THIS SITE IS IN A RURAL COUNTY WITH
LIMITED RESOURCES.
(3) If No, is it otherwise feasible to build a CLRS at this site?
A CLRS IS NOT FEASIBLE BECAUSE IT WOULD BE TO C(
Vhy or why not?'
;TLY FOR THE AMOUNT
THAT WILL TAKE PLACE. SINCE THE AMOUNT OF WATER THAT WILL BE DISCHARGED WILL
SOLELY BE BASED ON THE AMOUNT OF DEVELOPMENT IN THE SURROUNDING AREA, OUR NEE
TO DISCHARGE WILL VARY GREATLY.
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?'
AS STATED ABOVE, THE NEED TO DISCHARGE WILL VARY GREATLY FROM MONTH TO MONTH.
BARNHILL CONTRACTING COMPANY WILL ONLY BE PUMPING WHEN WE ARE ACTIVELY MINING.
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes 0 No
Why or Why not?' SINCE THE PIT IS LOCATED IN EDGECOMBE COUNTY, WHICH IS A RURAL
AGRICULTURAL BASED COUNTY, IT WOULD NOT BE TECHNOLOGICALLY FEASIBLE DUE TO THE COST
AND THE VARIANCE IN THE NEED TO DISCHARGE BASED OFF OF THE. NEED.
Is a surface or subsurface disposal system otherwise feasible to implement?*............ ❑ Yes Ell No
Why or Why not?' BECAUSE OF THE SURROUNDING LAND ACTIVELY BEING USED AS FARM LAND.
BARNHILL CONTRACTING COMPANY WOULD IMPACT MORE LAND IMPLEMENTING A SPRAY
IRRIGATION SYSTEM THEN PUMPING INTO A DEWATERING BASIN AND THE WATER SPILLING OUT
THROUGH A RIP RAP SPILLWAY INTO AN ONSITE DITCH
Page 8 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
iii) What is the feasibility of employ
discharge to surface waters?` I
FEASIBLE TO EMPLOY A SUBS_(
NOT DISCHARGE AT ALL. OUR
IN THE SURROUNDING AREA.
a subsurface or surface d
AUSE THE NEED TO DISC
ACE OR SURFACE DISCHi
large as compared to a direct
RGE WILL VARY GREATLY, IT
iE BECAUSE SOME MONTHS V
ON THE FUTURE. DEVELOPMI
u
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options for the wastewaters being considered?"
O Yes ❑ No
f) If this review included all wastewater discharge types, would excluding some types (e.g. mine
dewatering) make any of the above non -discharge options feasible for some of the wastewaters?
❑ Yes O No
Feasibility should take into account initial and recurring costs. You may be asked to provide
further information to support your answers to these questions after the initial review.
Other:
39) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
❑O No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
❑✓ No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
O No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
40) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? (See
permit text for secondary containment requirements.)
O No
❑ Yes
41) Does your site have an active landfill within the mining permit boundary?
O No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:
Page 9 of 12
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NCG020000 N.O.I.
Final Checklist:
This application will be returned as incomplete unless all of the following items have been included and
initialed for. Please show that the following required information has been included by initialing in each
space below.
I& Fee of $100 made payable to NCDEQ.
Vid Completed application and all supporting documents.
_ Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.
YM Copy of a county map or other general location map that shows the mining site and nearest major roads.
tJW Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
0J 2 copies of large-scale (minimum 24" x 36") site plan with topographical lines with
all outfalls, applicable buffers and wetlands clearly delineated, receiving waters, and
100-year flood plain line if applicable.
A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 27 above.
A line drawing of the water flow through the facility or block flow diagram. A pictorial description of the
nature of any sources of water and any collection and treatment measures.
V114J If mine site is in one of the 20 Coastal Counties:
• Applicant has checked with the appropriate regional office to verify the need for a Coastal State
Stormwater permit. Indicate the Regional Office Contact: ttro., Eu6E¢Tebp
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas, and total drainage area.
vA/ If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the following and contact your local regional office about a Pumping Operation and
Monitoring (POM) Plan. An approved POM plan may be required prior to NCG02 issuance.
1 2 copies of detailed Full Size Plans (at least 24" x 36") delineating areas on the
plans and listing acreage (including: wetlands, ditches, well -placements, pits,
borrow areas, overburden storage, stormwater controls/BMPs, vehicle
maintenance areas, settling basins, product process (such as screening,
stockpiles, waste piles), total drainage area, impervious surface percentages (if
state SW programs apply), applicable buffers, and access and/or haul roads).
w� Pump dewatering size and information on its specifications.
_Well information (design, depths, maintenance).
_Physical monitoring for the wetlands areas.
_Settling pond sizing information, if applicable.
_Level spreader design, if applicable.
_Details about dewatering method.
_Cone of influence calculations.
_Description of measures to prevent erosion and flooding.
_Description and information about 401/404 permits that have been obtained.
_Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable). CALLED AND EMAILED ON 6/5/18.
_I have contacted my local regional office about a POM Plan. HAVE NOT RECEIVED A REPONSE.PLEASE SEE THE ATTACHED EMAIL
Regional Office Contact: THOM EDGERTON Date contacted: SENT TO THOM EDGERTON
-OR- DATED 6/5/18 @ 12:47 PM
I will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 10 of 12
SWU-NCG02-NOI Last revised 9/1012015

NCG020000 N.O.I.
Certification: North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report., plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
(Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
41) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual
permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. I agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid mining
permit must be attached to this request.)
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate protection
so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules governing
solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to not
result in contamination of the surface or ground waters.
I agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing: WILLIAM H WILFONG
Title: VICE E DEN
6/18/2018
(Signature of Appli nt) (Date Signed)
Notice of Intent must be accompanied by a ch k money order for $100.00 made payable to NCDEQ.
Page 11 of 12
SWU-NCG02-NOI Last revised 9I10/2015

NCG020000 N.O.I.
Mail the entire package to:
DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under the NPDES
NCCO2 General Permit. Upon review of the submittal, the Division ntav
determine that coverage under an individual permit is more appropriate. Also he
advised that renewed and continued coverage. under NCG02 may be dependent
upon the perntittee's compliance success and/or status of the receiving waters.
For questions, please contact the DEMLR/Land Quality Section Regional Office for your area.
DEMLR/Land Quality Section Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
707-9220
Page 12 of 12
SWU-NCG02-NOI last revised 9/10I2015

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Edgecombe County
Plume: (2S2)823-3fk17
Fax: (2.52) Gt 1-n"285
Puss (lflirr Itn< 10 •:'01 Saint \ndre%� StreQt
larharn. N,nlh ('�rnhn,i ?7Mi ,
June 15, 2018
Barnhill Contracting Company
Attn: Jeremy Whitehurst
P.O. Box 7948
Rocky Mount, NC 27804
Mr. Whitehurst,
Walcr and Sewer
The Edgecombe County Water & Sewer Department does not maintain or operate a
WWTP. Wastewater is treated by the City of Rocky Mount by way of a contract between the
City of Rocky Mount and Edgecombe County Water & Sewer Department.
This contract does NOT allow Edgecombe County to send wastewater to the City of Rocky
Mount for treatment from sources that are not customers of the Edgecornbe County Water &
Sewer Department.
If you have any further questions about this matter, please contact the Edgecombe County
Water & Sewer Department at [phone].
Michael C. Matthews
Utilities Director
Edgecombe County

BARNHILL
CONTRACTING
COMPANY
800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
252-823-1021phone
www.barnhillcontracting.com
June 18, 2018
Mr. Thom Edgerton
Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27899
RE: Dairy Farm Pit
Edgecombe County
Operations and Monitoring Plan
Dear Mr. Edgerton:
We are submitting an Operations and Monitoring Plan for the Dairy Farm Pit in
Edgecombe County, North Carolina, to ensure that any dewatering activities that may occur in
correlation with mining activities shall not have any adverse effects on any nearby jurisdictional
streams that may be present on the property. Reference is made to the site plan that
accompanies this Operations and Monitoring Plan, which illustrates the mining activities as they
shall occur on the site.
The type of discharge that will be present on the site will be mine dewatering.
Reference is made to the site plan that illustrates the points of discharge from the mine.
Barnhill Contracting Company proposes to dewater mining operations through the following
sequence of events:
1) Erosion Control items will be installed prior to any mining activities on the site.
Sediment Basins and Diversion Ditches will be installed per plan design before mining
activities begin in the mining area.
2) Mining will begin in on the most north/northwestern edge (5.0 acre area) of the mine
nearest the property line. This area has already been approved under the express
permitting process, EDGEC-2018-008. Any topsoil in this area will be stripped and
incorporated into a small berm that would extend around the perimeter edges of the
pit. The topsoil within these berms would be used to build any slopes after mining this
area. The topsoil berms will be seeded as needed to stabilize. We will strip areas as

800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
2S2-823-1021phone
www.barnhilicontracting.com
mining progresses to prevent unnecessary erosion from occurring. Diversion ditches
will be utilized to divert shed water towards the sediment basin.
3) As mining activities extend below the water table, water will be pumped as needed into
the borrow pit dewatering basin. In case excess water flows over the edge of the
existing basin, a rip rap outlet will be installed at the lowest point and any discharge will
dissipate through the 50' undisturbed buffer to the on -site man made ditch.
4) After all mining activities in this 5.00 acre area are complete, any remaining topsoil
stockpiled will be used to build the slopes of the pond to a grade of 3:1 or flatter above
the water table, and permanently seeded.
5) Mining will then begin in the remaining 21.10 acre area in the same manner. Topsoil
will be stripped as needed and used for berms around the perimeter of the pit. As
mining activities extend below the water table in this area, water will be pumped into
the existing 5 acre excavation area for storage of pumped water from the new mining
area. Pumping will be shared between the on -site dewatering basin and newly created
pond as needed to ensure that discharge is kept to a minimum, if any at all.
6) After all mining activities in the 26.10 acre area are complete, any remaining topsoil
stockpiled will be used to build the slopes of the pond to a grade of 3:1 or flatter above
the water table, and permanently seeded.
The proposed operation has been designed so that any overflow from dewatering
activities or extreme rainfall events will take a natural course to the closest ditch. Water will be
pumped at a rate not to exceed 936,000 gallons per day, as dictated by our CCPCUA withdrawal
permit, utilizing a Thompson 6" submersible pump (model 46HST or comparable). The
estimated volume of water withdrawal from dewatering activities will be recorded. Storm
water will be managed within the pit utilizing silt fence, diversion ditches, sediment basins,
buffers, and berms when topsoil is available. Reference is made to the site plan, which
illustrates the design specifications and size of the sediment basin.
There will be an undisturbed buffer established between the mine footprint edges and
the jurisdictional ditch edge. The 50' undisturbed buffer along the edge of the mine limits will
be adequately marked with orange safety fence to ensure that heavy equipment does not enter
into this area and land disturbing activities do not occur.

800 Tiffany Blvd., Suite 200
Rocky Mount, North Carolina 27804
252-823-1021 phone
www.barnhillcontracting.com
Barnhill Contracting Company will work to inspect and monitor the jurisdictional
features that appear within the property boundary daily, during times that pumping and
discharge are occurring. Barnhill Contracting Company will inspect and monitor the features to
reaffirm the presence of the jurisdictional feature and soils, as well as, for the instability,
erosion, sloughing, subsidence, collapse, newly formed sinkholes, wetland vegetation
degradation, and/or flooding of ditch from discharge activities. Barnhill Contracting Company
does not foresee any impacts to the adjacent features or wetlands, but will secure the
appropriate 401 Permit if the need arises.
Together with data collected by NCDENR- Division of Water Quality from their
inspections, Barnhill Contracting Company and NCDENR- Division of Water Quality can
determine if there are any detrimental impacts to the property's jurisdictional features. During
inspections conducted by Barnhill Contracting Company, if there are any detrimental impacts to
the property's wetlands discovered, Barnhill Contracting Company will immediately cease
dewatering activities, and report the discovery to NCDENR- Division of Water Quality
Washington Regional Office. Together, Barnhill Contracting Company and NCDENR- Division of
Water Quality will determine how these impacts can be abated.
Should you require any additional information, please do not hesitate to contact us.
Yours very truly,
Barnhill Contracting Company
�2Pirv� Gctw �
Estimator/Project Manager

Brent Caudle
From: Brent Caudle
Sent: Tuesday, June 05, 2018 12:47 PM
To: '[e-mail]'
Subject: NCG020000 Permit Application - Edgecombe County
Thom,
I am in the process of applying for a storm water discharge permit for a mine (borrow pit) site in Edgecombe County. I
submitted the mining permit application as well as the CCPCUA permit application. We are planning to mine sand, clay
and earthen materials from this mine source for projects around the surrounding area. I'm contacting you to see what
information I need to submit to you for review before I submit the application. Can you please call me at your earliest
convenience to discuss this? My cell number, listed below, will be the best way to contact me.
Thanks,
Brent Caudle
Project Manager/Estimator
Barnhill Contracting Company
P.O. Box 7948
Rocky Mount, INC 27804
Office:
(252)-823-1021
Direct:
(252)-824-8255
Mobile:
(252)-904-3358
[e-mail]
. BARNHILL
CONTRACTING
COMPANY

ENVIRONMENTAL EVALUATION AND WETLAND DETERMINATION
Barnhill Contracting Company
NCDOT Project #C204145
Rhodes Pit, Hwy 97, Edgecombe County, North Carolina
PREPARED FOR:
Barnhill Contracting Company
P.O. Box 7948
Rocky Mount, NC 27804
PREPARED BY:
E. Scott Stone
Environmental and Soil Service, Inc.
Pinetops, NC 27864
501L SC
t
,OTT S; �
N
1038
OP
NORTH C,

Table of Contents
Summary......................................................................................................................2
1.0 Introduction.............................................................................................................2
1.1 Site Description
1.2 Project Description
1.3 Methods
2.0 Preliminary Wetland Delineation....................................................................................3
2.1 Borrow Pit Area
2.2 Haul Road
3.0 Identification of Surface Waters/Riparian Buffers...............................................................4
4.0 Determination of Seasonal High Water Table (SHWT) and Stratigraphy.................................4
4.1 Soil Drainage
4.2 Determination of Seasonal High Water Table (SHWT)
4.3 Soil Descriptions and Stratigraphy
5.0 Excavation Below the SHWT............................................................................................5
5.1 Depth of Excavation
5.2 Direction of Groundwater Flow
6.0 "Skaggs Method".........................................................................................................6
6.1 "Skaggs Method" Results
6.2 Effects on Wetland Hydrology
7.0 Federally Protected Species............................................................................................6
8.0 Flood Zone....................................................................................................................6
9.0 Conclusions..................................................................................................................7
References.........................................................................................................................7
Figures.............................................................................................................................8
1. Figure 1 - Site Location Map (USGS Topographic Map 1:24,000)
2. Figure 2 - Aerial Photo
3. Figure 3 - USGS Topographic Map (1:6,000)
4. Figure 4 - Groundwater Gradient Map
5. Figure 5 - Edgecombe County Soil Survey Map
6. Figure 6 - Flood Insurance Rate Map (FIRMete)
Appendices.....................................................................................................................9
1. "Skaggs Method" Results
2. Federally Protected Species
1

Summary
The objective of this report is to provide Barnhill Contracting Company with the environmental evaluation for the
proposed Rhodes Pit as required by the North Carolina Department of Transportation (NCDOT). The environmental
evaluation was done in accordance with Borrow and Waste Site Reclamation Procedures for Contracted Projects as
presented by NCDOT'.
Barnhill Contracting Company proposes to excavate material/dirt from a site located in north -central Edgecombe County,
North Carolina (Figure 1). It is understood the dirt removed from the site will be used on the Kingsboro Industrial Site
located in Edgecombe County (NCDOT Project #C204145). There is one (1) borrow pit and a haul road being proposed
for the site (Figure 2). The borrow pit is planned to be located in an open farm field area and the haul road is planned to
connect the borrow pit to Hwy 97 by exiting the borrow pit area in the area of some existing farm buildings, then by
traveling through an existing farm field to Hwy 97.
1.0 Introduction
This report and analysis was done using NCDOT guidance outlined in Borrow and Waste Site Reclamation Procedures
for Contracted Projects'. In addition, information obtained from guidance document Skaggs Method for Determining
Lateral Effects of a Borrow Pit on Adjacent Wetlands2 was used in this report and evaluation.
1.1 Site Description
The site was located off Hwy 97 in Edgecombe County, North Carolina. The coordinates are latitude 35.969610 and
longitude-77.639869. The proposed pit is located in an existing agricultural field. The proposed pit area was bound on
the north and west by a narrow wooded area and another agricultural field. There was a wooded area and another
agricultural field to the east of the site. To the south of the site was an agricultural field and a farm operation with several
out buildings (Figure 2).
The soil in the area of the proposed pit was typical of Coastal Plain deposits found on stream terraces. The soils formed
from fluvial and marine sediment.
The Tar River was located +/- 1.4 miles to the south. Key Branch and/or its small tributaries ran from areas on either side
of the site to the Tar River (Figure 1).
The topography of the area was relatively flat to gently rolling. There was a general drop in elevation from the proposed
borrow pit area to all surrounding areas; however, the drop in elevation was more prominent to the west. Several small
wetland areas were located adjacent to the area proposed for excavation (Figure 2, 3 & 4).
1.2 Project Description
Barnhill Contracting Company proposes to excavate material from a borrow pit that will be used to supply dirt for the
local Kingsboro Industrial Park Project. The site was located at 132 Rhodes Dairy Lane, Rocky Mount, NC. The borrow
pit and haul road are proposed to be located on parcel number 480029065900, which consists of a total of +/- 121.2
acres. The proposed excavation area of the borrow pit is +/- 26 acres.
A typical excavation depth of 16 to 20 feet is planned for the site. Dewatering of the pit will be required while excavation
is taking place. Once the pit is closed out, water levels will be allowed to return to natural levels. No outlets or overflows
will be built into the pond once the pit is closed out
A haul road is proposed to enter the site off Hwy 97. The haul road will continue through an existing agricultural field,
then between existing farm buildings to the proposed pit area (Figure 2).

1.0 Methods
Field investigations were used to describe soil conditions, vegetation, and landscape position and to identify any features
such as local streams and wetlands. Hand auger soil borings were used to gather soil information and to determine soil
characteristics such as depth of horizons, texture, structure, color and consistence.
Relative ground elevations at the locations of soil borings and other ground levels were shot with a laser level. The
elevations are not actual elevations but are elevations used to determine site specific characteristics. An elevation of
60.00 feet was assigned to a nail (temporary bench mark) placed in a power pole on the southeast comer of the site
(Figure 4). All other elevations were determined relative to the temporary bench mark. Elevations of groundwater levels
were determined by measuring static groundwater in open bore holes and subtracting measurements from the relative
ground elevations.
The wetlands were delineated in accordance with the 1987 Wetland Delineation Manual and AtlanticlGulf Coast
Regional Supplement. The Clean Water Act was enacted to protect waters of the United States, which includes
wetlands. Section 404 of the Act gives authorization to the Secretary of the Army, acting through the Chief of
Engineers to issue permits for the discharge of dredge or fill material into waters of the United States. Before the
wetland delineation can be considered official, the delineation must be verified and determined to be jurisdictional or
non -jurisdictional by a representative of the US Army Corps of Engineers (USACOE).
All soil borings, wetland flags and other pertinent items used to development our site maps were located with a GPS unit
capable of sub -meter accuracy.
Recommendations are given based on site specific work that included soils identification, wetland and stream
determinations, groundwater levels and other site specific characteristics.
2.0 Preliminary Wetland Delineation
Wetlands and open waters that were within or near 400 feet of the proposed borrow pit and near the proposed haul road
were identified and flagged. Before the wetland delineation can be considered official, the delineation must be
verified and determined to be jurisdictional or non -jurisdictional by a representative of the US Army Corps of Engineers.
Based on criteria for adjacency or connectivity areas of wetlands or open waters were determined to be jurisdictional or
non jurisdictional from a preliminary standpoint (Figure 2, 3 and 4).
2.1 Borrow Pit
Jurisdictional 404 wetlands or waters of the US were identified to the northeast, east, south and southwest of proposed
the proposed pit (Figure 2, 3 and 4). These areas are identified as Wetland "A", Wetland "C", Wetland "D", Wetland "E"
and Jurisdictional Waters. Wetland "A", "C" and the Jurisdictional Waters were within 400 feet of the proposed borrow pit.
Wetland "A" was 302 feet from the proposed borrow pit at its closest point. Wetland "C" was 232 feet from the proposed
borrow pit at its closest point. The jurisdictional waters/pond was 79 feet from the proposed borrow pit at its closest point
Wetland "D" and "E" were outside the 400 foot perimeter around the borrow pit and were not in the vicinity of the
proposed haul road; therefore, these wetland areas should be of no consequence to this environmental evaluation.
The waters/pond located east of the proposed borrow pit had connectivity to traditionally navigable waters (Tar River) via
a ditch that flowed from the pond, across the field in a southerly direction and to a tributary of Key Branch, which flowed
to the Tar River. For this reason, the pond was determined by ESS to be jurisdictional.
There was an abandoned farm lagoon (upland impoundment) located south of the proposed borrow pit area. Near the
impoundment was an upland pond. The pond was dug to supply spoil for the formation of the lagoon. The pond had no
connectivity to any stream or wetland and was in an upland landscape position; therefore, the pond should be
considered non jurisdictional. The abandoned lagoon should also be non -jurisdictional.

2.2 Haut Road
The proposed haul road is planned to enter the site off Hwy 97, cross and existing agricultural field and enter the pit area
between existing farm buildings (Figure 2). A potential wetland area was located near Hwy 97 in the vicinity of the
proposed haul road (Figure 2 and 3). The potential wetland area can be avoided by routing the haul road to the west of
the potential wetland area.
3.0 Identification of Surface WaterstRiparian Buffers
The site lies within the upper Tar River watershed (HUC 03020101). A review of North Carolina Division of Water
Resources (NCDWR) documents indicate the Tar River and its tributaries are currently subject to riparian buffers3.
Streams and potential streams in the vicinity of the site were identified. A review of USGS topographic maps (Figure 1
and 3) showed potential streams to the south, west and east of the site. The Edgecombe County Soil Survey showed
potential streams to the south of the site; however, the streams do not extend to the east and west of the site as shown
on USGS maps (Figure 5).
The streams shown on USGS maps appear to be potential tributaries of Key Branch. The tributary to the east of the site
was outside the 400 foot perimeter established around the proposed borrow pit; therefore, this tributary should be of no
consequence to this environmental evaluation. With the exception of a small portion to the northwest of the site, the
entirety of the potential tributary to the south and west of the site was outside the 400 foot perimeter. The portion that is
shown within the 400 foot perimeter is shown as "man-made ditch" on Figure 2, 3 and 4. This feature was 304 feet from
the proposed borrow pit at its closest point An investigation of the potential stream revealed a man-made ditch that was
located at the edge of the existing agricultural field. It is the opinion of ESS, that this ditch would not be classified a
stream based on NCDWR standards and would not be subject to riparian buffers. A stream call would most likely be
needed by NCDWR if the feature is determined to be of consequence with respect to the excavation of the borrow pit
4.0 Determination of Seasonal High Water Table (SHWT) and Stratigraphy
A series of seven (7) soil borings were conducted at various landscape positions in the areas of the proposed pit. The
locations of these soil borings are shown on Figure 4.
4.1 Soil Drainage
The soils within the area of the proposed pit ranged from moderately well drained on the eastern portion of the proposed
pit to well drained on the western portion the proposed pit.
4.2 Determination of Seasonal High Water Table (SHWT)
Soil characteristics and measured depths to static groundwater were used to determine the depth of the SHWT at each
soil boring. The depth to the SHWT ranged from 2.33 feet below the surface at B7 to 6.67 feet below the surface at B4
(Figure 4). Table 1 gives the relative elevations of the ground surface, SHWT and static groundwater levels (STWL) at
each boring location.
Location
Ground Elevation
i
i B1
57.30' 1
B2
I 56.98,
-B3 - —
-- 58.60' - - -1
B4
60.01'
B6 i 59.50'
SHWT Static Groundwater
4/19/18 4/27/18
54.31'
52.65'
52.98'
52.31'
S2.68' - -
53.34
T- -
-- - 52.09'
52.26'
53.12'
51.21'
S2.29'
53.33'
52.42'
52.50'

--------------
B7
- -----
56.0T'
j
— - 53.74' ----
1
-- ----- ---------
52.0T 53.03'
—_..I
Wetland "A"54.73'-
-
l
-
-- —
Wetland "C"j
_
50.20'
-
- ---- -- --! - -----
+50.20'
- -- -- - -
50.59'
---1
Wetland "E"
---
----
49.60'
- --
+49.60
- ---- — -
50.02'
-
-
-
55.14'
Jurisdictional
i
Pond
Table 1
4.3 Soil Descriptions and Stratigraphy
Soil descriptions were recorded at each of the soil borings. Stratigraphy to a depth of 20 feet was based on information
gathered from soil borings conducted by ESS and exploratory excavations made by Barnhill Contracting Company. Soil
descriptions are available upon request. The soils were characterized by sandy loam textured material from the surface
to a depth of 8 to 20 inches ("A" Horizon). A horizon ("Bt" Horizon) of sandy clay loam soil was encountered from just
below the "A" horizon to a depth that ranged from 3 to 4 feet. A course loamy "BC" horizon was found from the bottom of
the "Bt" horizon to a depth of 4 to 5 feet. Course sand ("C" horizon) was found below the "BC" horizon. The soil was in
area of the proposed pit was most like the Wickham soil series. Soils in the field to the west of the site and wetland areas
were most like the Roanoke soil series.
Based on information obtained from Mr. Brent Caudle of Barnhill Contracting, the sand extended to a depth of at least 20
feet in the area of the proposed pit For the purpose of this evaluation, the impermeable layer will be assumed to be at a
depth of 20 feet since no data was available for depths greater than 20 feet.
6.0 Excavation Below the SHWT
To determine the feasibility of excavating below the SHWT, the depth to the SHWr was determined as described in
subsection 4.2 of this report. In addition to determining the depth to the SHWT, the direction of groundwater flow and
groundwater gradient was determined based on information gathered on site. These items are needed to determine if
"Skaggs Method" calculations are needed in situations where the proposed excavation may impact wetlands or streams
within 400 feet of the proposed disturbance area and concurrence from the USACE is being requested in situations
where reduced buffers are being requested2. As our evaluation has determined, there are wetlands and jurisdictional
waters within 400 feet of the proposed pit.
5.1 Depth of Excavation
Barnhill Contracting Company has indicated the typical excavation depth to be 16 to 20 feet The highest ground
elevation in the proposed borrow pit area was on the southwest comer of the site (Table 1). If excavated to a depth of 20
feet, the bottom of the pit would be at a relative elevation of 40 feet. This excavation depth would place the bottom of the
pit 13.34 feet below the SHWT at B4. Due to the excavation being below the SHWT and measured static groundwater
levels across the site, dewatering of the pit will be needed.
5.2 Direction of Groundwater Flow
The NCDOT document Skaggs Method for Determining Lateral Effects of a Borrow Pit on Adjacent Wetlands' describes
three (3) pit types in which the direction of groundwater is considered. The reason for determining the direction of
groundwater flow is to determine if excavations from the borrow pit, that will result in dewatering of the pit, will result in a
negative impact on the hydrology of any nearby wetland. The three (3) pit types described in the document are: 1. Flow
from wetland to pit 2. Flow from pit to wetland and 3. Flow through pits: wetland to pit on one side, pit to wetland on
other side'.
5

To determine the direction of groundwater flow, groundwater levels were measured and relative elevations calculated.
The relative elevations were then used to determine the groundwater contour and direction of groundwater flow by
using the triangulation method (Figure 4). Before any excavation or dewatering takes place, the general direction of
groundwater flow was determined to be from the area east of the proposed pit 1, across the proposed pit area and
toward the wetland area (Wetland "C") located on the southwest side of the proposed pit (Figure 4). Given the relatively
low groundwater gradient, it is likely dewatering of the pit will effect surrounding hydrology for the period dewatering
takes place. After the pit is closed out and no outlets are created for water to escape the pit, the hydrology of the area
should return to levels encountered before excavation and dewatering.
6.0 "Skaggs Method"
The "Skaggs Method" must be used for determining reduced buffers in situations when wetland hydrology may be
affected by dewatering, wet mining or excavations below the SHWT and when the borrow pit is a type 1 or type 3
as defined in the Skaggs Method for Determining Lateral Effects of a Borrow Pit on Adjacent Wedands2. The current
status of hydrology in the area would be type 3. A type 1 pit would result temporarily as the pit is dewatered.
The analysis of hydrology indicates the "Skaggs Method" would be required in this case.
6.1 "Skaggs Method" Results
Inputs into the model were from site specific data and estimated data from the Soil Survey. The Step-by-step
Guide for "Skaggs Method" Program was used when determining inputs. The deepest water level allowed in the
model is 6 feet, which was used as the water level in the pit. Surface depressional storage in the wetland was set
at 1 inch. The depth to the impermeable layer was set at 10 feet in the wetland area. The depth to the
impermeable layer in the area pf the proposed pit was determined to be 20 feet. The Wetland "C" was 10 feet
below the ground elevation at B4. This would place the depth of the impermeable layer at 10 feet below the
surface in the area of the wetland. The wetland soil were best characterized by the Roanoke soil series. Since no
on site hydraulic conductivity measurements were taken, the model inputs for a Roanoke soil were used.
Drainable porosity was set at a conservative value of 0.035. The resulting lateral effect was calculated to be 133.6
feet (Appendix 1).
6.2 Effects on Wetland Hydrology
The jurisdictional wetlandstwaters identified within 400 feet of the proposed borrow pit were Wetland "A", the
Jurisdictional Waters/Pond and Wetland "C". The results of the "Skaggs Method" indicate a lateral effect of 133.6
feet. Wetlands "A" and "C" are greater than 134 feet from the proposed borrow pit at their closest point (Figure 4).
Based on this information a reduced buffer should be allowed for wetlands "A" and "C".
Due to close proximity of the jurisdictional waters/pond located east of the proposed pit, the hydrology issue must
be addressed in more detail. One solution could be reduce the size of the pit to accommodate a minimum
setback of at least 134 feet from the pond to the pit. At present the pond is located +/_79 feet from the proposed
pit. Another solution may be to pump water into the pond as needed to maintain current water levels. Daily
monitoring of the water levels would be needed to assure water levels are maintained at current levels.
7.0 Federally Protected Species
ESS conducted an investigation of the disturbance areas (Borrow Pit and Haul Road) to determine if federally protected
species may exist. Appendix 2 is a list from the US Fish and Wildlife Service of these species in Martin County. None of
the species or habitat for the species listed were observed in the area of the proposed pit or haul road.
NU119 -N -tom
A review of FEMA maps indicate the area of the proposed pit or haul road are not located within a flood zone (Figure 6)
09

9.0 Conclusions
Barnhill Contracting Company plans to excavate material from a proposed borrow pit located off Hwy 97 in Edgecombe
County, North Carolina. An environmental evaluation was conducted by ESS to identify wetlands, streams, protected
species and flood zones that may be impacted by the activities related to the proposed project.
The evaluation revealed wetlands within 400 feet of the proposed borrow pit and haul road. After reviewing the proposed
activities and applying pertinent rules and regulations, it appears the activity can be achieved without adverse effects to
the wetland hydrology of wetland "A", wetland "C' or the potential wetland area located near Hwy 97.
The "Skaggs Method" calculations indicate a lateral effect of 134 feet, which would affect only the jurisdictional waters
located to the east of the site. Proper measures can be taken to insure hydrology of the pond remains as is during the
dewatering phase of the operation.
After completion of the excavation and dewatering of the pit, the water level in the pit will be allowed to return to pre -
operation levels.
Based on information provided by Barnhill Contracting Company, the site does lies adjacent to but not within any flood
zone based in FEMA maps. No federally endangered species were observed in the area of the proposed pit or haul
road.
References
1. http§:Hconnect.ncdot,gov/resources/roadside/Documents/ContractedReciamationProcedures r>df
2. https:/Iwww.ncdot.gov/doh/operations/dp chief eng/roadside/fieldops/downloads/Files/SkaggsMethodBuffersp
df
9
4. https://cfpub.epa.gov/s.urf/huc..gfmZhuc...Code=03020101

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Groundwater Gradient Map
Barnhill Contracting Company
Rhodes Pit, Hwy 97
Edgecombe County, North Carolina
Man -Made Ditches,'
Agricultural Field •' �,`
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(Triangle B2, B4, 67)
(Triangle B1, B3, B5)
(53.03' - 52.98') _ (53.03' - 52_21 (52.88' - 52.68') _ (52.88' - 52.29')
X 1078' X 721'
X = 70' X = 244'
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perpendicular to the groundwater contour and through the lowest
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flow is generally in a south to southwest direction.
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%age j7o,
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Figure 4
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(60.00) Relative Ground Elevation
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Environmental and Soil Service, Inc.
P.O. Box 82
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unmapped and unmodernlzed areas cannot be used for
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250 500 1,000 1,500 2.000 r7:...,_.. c

Appendices

Appendix 1
"Skaggs Method" Results

Lateral_Effect_summary.txt
---Lateral Effect Program Summary --
Application of Skaggs Method
Copyright 2006-2011. Brian D Phillips, R wayne Skaggs, GM Chescheir
North Carolina
state university Dept of Biological Agricultural
&
Engineering
version: 2.5.50.0
Project Run Date and Time: 5/10/2018 8:38:00 PM
Project Information
------------------------------------------------------------------
Project : Barnhill contracting CO -Rhodes Pit
user: Scott stone
Company / Agency: Enviromnmental and soil service, Inc.
Department:
Project Location: Hwy 97, Ed ecombe County
Project Coordinates: 35.969610,-77.639869
Soil ID: Roanoke
Notes:
Site Parameters
------------------------------------------------------------------
state: North -Carolina
County: Edgecombe
surface storage: 1 in (2.5 cm)
Ditch Depth or Depth to water surface: 6 ft
Depth to Restrictive Layer: 10 ft
Drainable Porosity: 0.035
Hydroperiod: 5 %
user defined T25 or Default T25: DEFAULT
T25 value: 12.4 days
user defined Conductivity or soil survey Conductivity: SOIL SURVEY
weighted Hydraulic Conductivity: 0.8003 in/hr
Hydraulic Conductivity Data by Layer for Soil: Ro_Roanoke_undrained
weighted Hydraulic conductivity Calculated using: Average K values
Bottom Depth in Low K in/hr High K in/hr
Average K
in/hr
Layer 1 7.00 0.57 1.98
1.275588
Layer 2 10.00 0.57 1.98
1.275588
Layer 3 43.00 0.20 0.57
0.3826764
Layer 4 52.00 0.06 0.20
0.12897612
Layer 5 120.00 0.06 1.98
1.02188772
Layer 6 0.00 0.00 0.00
0.00
Layer 7 0.00 0.00 0.00
0.00
Layer 8 0.00 0.00 0.00
0.00
----------------------------------------------
Lateral Effect: 133.6 ft
----------------------------------------------
Page 1

Appendix 2
Federally Protected Species

agecomce uounty nnaangerea apecies, inreacenea �,pectes,reaeral ... nttps:// w.rws.goviraieigwspeaes/entyust/edgecomt>e.htm
North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service) define Federal
Species of Concern as those species that appear to be in decline or otherwise in need of conservation and are under
consideration for listing or for which there is insufficient information to support listing at this time.Subsumed under
the term "FSC" are all species petitioned by outside parties and other selected focal species identified in Service
strategic plans, State Wildlife Action Plans, or Natural Heritage Program Lists.
T(S/A) = threatened due to similarity of appearance. A [axon that is threatened due to similarity of appearance with
another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered or
threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A [axon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land, for
consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or
respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. 'this delisting took effect August 8,2007. After
delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the primary law
protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of
"take" that includes "disturb". The USFWS has developed National Bald Eagle Management Guidelines to provide
guidance to land managers, landowners, and others as to how to avoid disturbing bald eagles. For mor information,
visit hup:/,'www.fws.gov/migrator)birds/baldeagle.hon
Threatened due to similarity of appearanceMS/AN•
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New York
south to Maryland) was listed as'l' (threatened), and the southern population (from Virginia south to Georgia) was
listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and
interstate and international commercial trade of bog turtles from the southern population. The T(S/A) designation has
no effect on land management activities by private landowners in North Carolina, part of the southern population of
the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers the southern
population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known records
(in adjacent counties), the presence of potentially suitable habitat, or both.
f2
511012.019

CONSTRUCTION SEQUENCE
** ALL SOILS, MINERALS, ROCK, GRAVEL, AND WASTE OR OTHER MATERIAL BROUGHT -
ONTO OR REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED
PERMITTED FACILITY.
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR LOCATIONS OF EXISTING
UTILITIES 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (1-800-632-4949).
2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 97 AS SHOWN. MAINTAIN
CONSTRUCTION SITE IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. MUD AND DIRT TRACKED INTO THE PAVED
AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION TRAFFIC IS TO USE
THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN.
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA LOCATED ON THE EAST
SIDE OF THE HAUL ROAD (t20' X t730') TO INSTALL TEMPORARY SILT DITCH AND
CHECK DAMS ALONG SIDE THE HAUL ROAD. NO OTHER CLEARING OR GRUBBING
WILL BE NEEDED ONSITE OTHER THAN ALONG THE EAST SIDE OF THE HAUL ROAD.
4. CONSTRUCT TEMPORARY SILT DITCH ALONG THE SIDE OF THE HAUL ROAD AND
INSTALL CHECK DAMS/ TEMPORARY ROCK SILT CHECK TYPE B (NCDOT 1633.02) AS
SHOWN ALONG SIDE THE PROPOSED HAUL ROAD.
5. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS SHOWN AROUND THE
PERIMETER OF THE AREA DESIGNATED FOR STOCKPILE/I
6. TO COLLECT SEDIMENT DURING GRADING OPERATIONS, EXCAVATE TEMPORARY
SEDIMENT BASIN WITH SKIMMER AND BAFFLES AS SHOWN.
A. MINIMUM DIMENSIONS SHOWN MUST BE PROVIDED.
B. INSTALL ROCK PAD FOR SKIMMER TO REST UPON AND ROPE
ATTACHMENT FOR MAINTENANCE.
C. EXTEND RIP RAP DISSIPATORS AT THE SKIMMER OUTLET TO THE LIMITS
OF DISTURBANCE.
D. TIE SILT FENCE INTO DISSIPATOR APRON OR CHECK DAM AND TURN
ENDS UPHILL TO FORM SEDIMENT POCKET.
7. PERMANENTLY SEED AREAS THAT WILL NOT BE RE -DISTURBED. DO NOT ALLOW ANY
DISTURBED AREAS TO REMAIN DISTURBED ANY LONGER THAN WHAT IS NECESSARY.
BEFORE STRIPPING OR ANY OTHER LAND DISTURBING ACTING INSIDE THE
EXCAVATION ARE, CONSTRUCT TEMPORARY DIVERSION DITCHES (IF NECESSARY)
TO DIRECT SEDIMENT -LADEN RUNOFF TO BASIN.
8. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT
BASIN CONSTRUCTED, EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL
TOPSOIL AND THE TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE
PERIMETER OF THE EXCAVATION AREA.
9. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE
WATER TO BE PUMPED INTO THE SEDIMENT BASIN.
10. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE
PROPER AMOUNT OF WATER REQUIRED THE SEDIMENT BASIN WILL THEN BE
REMOVED AND THAT AREA WILL THEN BE EXCAVATED.
11. ADD ADDITIONAL SILT FENCE AND CHECK DAMS, AS NEEDED OR REQUIRED, BELOW
THE SEDIMENT BASIN AT THE LOWEST LIMIT OF DISTURBANCE TO CONTROL ANY
SEDIMENT RUNOFF.
12. AS THE EXCAVATION PROGRESSES, GRADE THE SLOPES AT A 3:1 ABOVE THE WATER
LEVEL AND AT A 2:1, OR NATURAL ANGLE OF REPOSE, BELOW THE WATER LEVEL.
13. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE THEY ARE COMPLETED.
14. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES.
CATEGORY
AFFECTED ACREAGE
MINE EXCAVATION
26.10 ACRES
25' UNEXCAVATED BUFFER/BERM
2.50 ACRES
SILT FENCE, TEMPORARY
0.40 ACRES
DIVERSION DITCH
HAUL ROADS
1.00 ACRES
CONSTRUCTION ENTRANCE,
0.50 ACRES
CHECK DAMS, & RIP RAP SPILLWAYS
TEMPORARY STOCKPILE AREA
1.50 ACRES
(TOPSOIL & WASTE MATERIAL)
TOTAL ACREAGE AFFECTED
32.00 ACRES
TOTAL ACREAGE PERMITTED
35.00 ACRES
LEGEND
PROPERTY LINE
_PL - PL - PL - PL -
TREE LINE
SILT FENCE
- --
TOPSOIL STOCKPILEBERM
WETLANDS
50' WETLAND BUFFER
EXISTING FARM ROAD
TEMPORARY SILT DITCH
-TSD Ts°-Ts°-Ts°-TSD Tsa
PROPOSED NEW HAUL ROAD
19F' R°ad Ha l Road
PROPOSED MINING AREA
CONSTRUCTION ENTRANCE
TEMP. ROCK SILT CHECK, TYPE "A"
TEMP. SILT FENCE OUTLETI
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FILTRATION
GENERAL NOTES:
GEOTEXTILE
- DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
V • 8.043 • 0' T. WHERE V IS VOLUME (CF), 0IS PUMPFLOW MTE (GPM) AND T IS
DEATERINGTIME(HR)USE MA)INUM FLOWRATEOF 1000GPM ANDAMIMIMUM
W
DEWATERING TIME OF 2 HOURS,
- RISER SHALL BE A NOWER PFORATED. SMOOTH OR CORRUGATED MATERIAL WITH
Q
A FLASHBOARD OPTION.
- CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY STANDARD
Z
DRAWING 1MO.01MDWITHMATERIALTMTWOSTIEBPECIFMATIONSOF
F •''I° CORFIBS
ROADWAY STANDARD108DM.
F pN
-PROVIDE S'STEEL POSTS OF THE a¢FFASIENERANGLE STE¢TYPE. INSTALL
STEEL POSTS WITH NO MORE THAN 3' OF THE POST APPEARING ABOVE THE
1�
GROUND.
Q
- ATTACH THECOR FIBER MAT TOTHE STEELPOSTSWRTH WIRE OROTHER
IMF
ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE SLOPES OF THE
BASIN WITH 12 STAPLES.
1} j
MA I
- INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPFS AND BOTTOM OF BASIN AT INLET AS
rF�
SHOWN IN THE DETAIL.
1y •Atk
USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING WIN
ASAGUIDE. THE BASIN MAYHAW ANYTYPECONFIG IVITICHIMLONGAS
IT >'H IT
Z
SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MACE FORA
N
NONPERFORATED FORM
- DO HOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH OWE REQUIRED FOR
I •' = S r k " +
BORROW PITDEWATERINGBASIN.
LUWTHE
BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND DEPEMDENTON
SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED CONSTRUCTION
OPERATIONS.
-SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR APPROVAL PRIOR
Q
TO CONSTRUCTION.
-PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERNG BASIN TO AMMIMUM
EARTH DIKE
5
DEPTH OF W BELOW TOP OF EARTH DIKE.
- PROVIDE A STONE ENERGY MSSIPATOR PADAT THE OUTLET OF THE PUMP
WDISCHARGE
H E MD OUTLET W THE W BER BARREL NACCORDMM WITH
PLAN
QROADWAY
STANDARD 878.02 FOR OUTLET WD DITCH,
WNTENANCE
I^-
AT LEAST AFTER EACH RAWFML.
IE
QUIRES
M MYREQUIRED REPAIRS IMMEDIATELY.
MAKE ANY O
E MAIN SS TO BAFFLES.
BE SURE TO MAINTAIN ACCEDE TO BMRES. BECOME THE FACTI
1'-0't
L.L
E
THE TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
THE BAFFLES
OMPMBE.
REPLACE R PROMPTLY. 1:5
+)
(3) REMOVE WHEN RR
HRANAN
1
T
PROWOE ADEQUATE STORAGEVWUME FOR THE NEAR RAN AND TO
ADEADQUATENTORAGE VOLUME THE N
REDUCE PRESSURE ON THE BAFFLES. TAKE CANE TO AVOID D MMUNG
O
THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NE R
UNCLASSIFIED
A/
EXCEED HALF THE DESGN STORAC£ DEPTH.
EARTH MATERIAL
LIB
(4) AFTER THE COMRIBUTIND DRAINAGE AREA WAS BEEN PROPERLY
STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT Z
DEPOSITS. BRINGTHEAREATOGRADEMDSTABILIZEIT.
COIR FIBER BAFFLE
LIB
OVARIABLE
5
m
"'
TYPICAL SECTION VIEW
ANTI -SEEP
0
NOTE:
ACTUAL
LOCATION
OF
DEWATERING
BASIN
WILL
wo
ICI AIC CFlC 1,
STONE ENERGY
DISSIPATOR
EDGECOMBE COUNTY
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CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD
NOTES: MAINTENANCE:
(1) EROSION CONTROL ITEMS WILL BE NSTALLED (1) MAINTAIN THE HAUL ROAD IN A CONDITION TO
CROSS-SECTION OF EXCAVATION AREA
NOT TO SCALE
25' MIN. UNDIST. BUFFER 25' MIN. UNDIST. BUFFER
BE FORE CONSTRUCTION.
PREVENT MUD OR SEDIMENT FROM LEAVING THE
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
12) USE SAND OR OTHER EARTHEN MATERIAL TO
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED.
CONSTRUCT HAUL ROAD TO 12S WIDE.
(41 )
GRADING. AFTER EACH RAINFALL, INSPECT ANY
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN.
( PERFORM FINAL GRADING AND STABILIZATION OF
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN
IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA
HAUL ROAD.
OBJECTIONABLE MATERIALS SPILLED, WASHED, CIA
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN,
(5) SEED AND MULCH GRASSi EO SWALFS
IMMEDIATELY AFTER STABILIZATION, PER
TRACKED ONTO PUBLIC ROADWAYS.
AND RE -VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN.
VEGETATION PLAN.
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�T6EMMOPORARY SEEGD114G LJ& MULCHING SPECIFICATIONS PPERMANENTT SEEDING k MULCHING SPECIFICATIONS
FREF. SBECYMANUA?ECTION 8110) SPECIFICAT ONS Pg LINE Sryg�EC PEUALEDI SECTION S L11
NG SPECIFICATIONS O Cp E0
1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1' 1pJfLIIOWpEO TOEA�DEPrH BHA THE TOE SEHALPBEPULVERNZEDTOPROVIOIP NO
(REF. SSEC. TABLE 8.10a AND bR ApEFTSL(R EDESTWBUTII E 1HOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE
SPECIES RATE Obs/acre) DATES THE SOIL PRIOR TO E DII'YME AND FERTILIZER SHOULD BE INCORPORATED INTO
Rye (Gran) 120 Au8 g . RTSO 2. THE FALLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED WETLAND "AFL WETLAND FEC" WETLAND FEDpE WETLAND E2EFL
(REP. SSEC, TABLE 6.111):
Geman Mot 40 Apd]15-August 15 lams RATE(Ibvacre) DATES POINT LATITUDE LONGITUDE POINT LATITUDE LONGITUDE POINT LATITUDE LONGITUDE POINT LATITUDE LONGITUDE
UNISatone 4000 COmm°n BBrmuEagraas 10 r
FeaEZwr(10-1Q10) 750 OaGBmbell-AUgU9[15 Pan se Le RaNgrase 50 -{ April 1-July 15 POINT#1 338i131]2-]i.63]3253 POINT p1 35.9895150-]].M3Bi21 POINT pt 35.96856&-]].&00050 POINT#1 358afi3080-]].&01423
FelSlze!(10.1P10) low Augue1 1December 30 Sencwa Lespetle78 30 L
Nurse Plant Ge.n Mial 10 Ar11$ pypyst IS POINTM 35.97137M-71.63]1349 POINT K2 35.96W7116-A.64379U POINT 35.W66182-]].8101036 POINT#2 35,96RI-77.61U0S35
Slaw Mulch MOTTO NqU�Re Plant -Rye
gt(pGMleln) �2p5� PIICrb Apl11150M ATNAUpUbt 15 POINT #3 36971S]M-77.6276111 POINT #3 35.9594223-77.6437130 POINT so 35.9886801-77.&01903 POINT#3 35.9565170-r.639DRIS
(or disk With blades set newts streighand L) et 0e enthOreE VMSI aG4 SSE tlown, FdNpiO! (1P 0-fo 4500 POINT N 35.97139Ce -77,63]8541 POINT p4 35.9894925-71,MUM POINT W 35.M78M -77 MOM67 POINT W 35.9651 -]] WO112
Straw Mulch 4000 POINT 9 35.9713287-77.6376818 POINT pS 35.9805445 .77.6434510 POINTO 35 W675MI-77SIOU83 POINT #5 35.9683809 47ASS0713
2. RESEED REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR (Note: Mamum 75% coverage and must be anchored Mth WI #ad cmen, or disk
OTHER DAMAGE. Wth blades set nearly Blrwight, POINTa 35.9712793-77,6370017 POINTM 35.9896363-77.84314N POINTMB 35.981 -77UO10M
35.9]12219-7 POInT
3. SEEDED AREAS SHALL BE CU TIPACKED TO FIRM SEEDBED AND TO COVER SEED. #7 783]4367 POINTD 35.969]5n a7N314n POINT#] 359869N1 4T8399907
POINT #B 35.8711489 -77831 POINT MB 35.969]50]-77.WIS68 POINT#3 35,96651 476398352
4. GRRAIIjNt4STTRRAAWLSHALL BE APPJED OVER SEEDED AREASEAS MULCH. NOBARE POINT pe 35.9]10]38-77.6372M2 POINT" 35.96SS542-77.6433152
ANCHOR MULCH WITHSHhT' AGOHNETARTING,'OR BEPCWMPINGI WITH A101SKC WITHED.
POINT#lo 35.9895747 d).6134832
BLADES SET NEARLY STRAIGHT. POINT
.77.6135931
k12 3580
POINT -77.51368818
PPOINT#13 35.989548]-77.6436491
RIP -RAP APRON DETAIL STONE CHECK DAM DETAIL
NTS NOT T°xIUE
IIE
aeee w
n "A
PLAN • nT cri,1e
aLTER.MaI
PIPE ¢OPEV.39X SECTION A - A
NCDOT cLA88B(tl50•B') l•THEw.T-a-UCHTXMPom- I.NOWWOVEN EROSIMCONTRO. ATDffil
FILTER STONE
FABRIC ONALAYEROII'
NCDOT 4 OR an
SECTION sianE NOTES:
(1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
CUTTING AROLNID THE DAM,
(2) STONE CHECK DAMS SHOULD BE SPACED IN A CHANNEL SO THAT THE CREST OF THE
RIP#AP APRON ENERGY DISSIPATER CALCULATON TARS DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM,
Rip -Rap Npe on. Pipaebpe Length UP.I D.Inutreen Stone MAINTENANCE:
n x It It
ItAN
Wed. T,rknee°
(1) INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
�'S"'" WRNNFAU.J'OR GREATER) EVENT D REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,,
nCOULD iR (2) AN OR OTHER SUBMERGENCE
AND DEPOSITION
THE OW THMEN CHECK DAMA
RM-1 N 10 I B a 2 ANTICIPATE THE EDGES
THE ABOVE THE CHECK
2 BC 2 () CK DAM AND EROSION
FROM HIGH FLOWS MOUND THE EDGES E THE DNA. CORRECT ALL DAMgOE IMMEDIATELY
IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS
, ADDITIONAL. MEASURES CM BE TAKEN
MAINTENANCEPELTRI SUCH MO INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORT
ION OF THE CHANN¢,
GREATER)
S TO SEE IF STRUCTURES WEEKLY AND OR
SIGNIFICANT RAINFALL (}'OR TO CHANNEL
VEGETATION.
ALLOW
CHABEHINNEL TO
AS NEEDEDTHROUGH TOPREVENT ECHECKGE
GREATER) EVENTS SEE IF ANY EROSION AROUNDOR BELOW THE ALL
RAP HAS TAKEN TOCHANNELVENTLARGE ALLOW THECHANNELTO GRAINTHROUGHTHE STONE CHECK
PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE All NEEDED REPAIR. TO DAM, AND PREVENT LARGE FLOWS FROM CMRTING SEDIMENT OVER THE DAM. ADD STONE
PREVENT FURTHER DAMAGE. TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
COMPACTED
UU SOIL
QT MIN. �-
ZDERRIERE
:.a;A• :�s.:I.Y:r:..'\ . w:-l'. 4;,;T.�R,(4,.. 1'-S MIN
O
Of
LU S' TYP.
0 MAINTENANCE:
(1) DURING THE ESTABLISHMENT PERIOD, CHECK GRAS811NED CHANNELS LATER EVERY RAINFALL. AFTER
Q. GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL: CHECK IT AFTER EVERY HEAW RAINFALL EVENT.
c IMMEDIATELYMAKEREPAIRS. ITISPARTICIILARLYIMPORTANTTOCHECKTHECHANN¢OITTLETMDALLROAD
C CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
W ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. NEEPTHE ORA99 W AHENTHY, VIGOROUS
F CONDITION AT ALL TIMES, SINCE IT 13 THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
.MAx 11WIRE
/// (0' MAX. WI/0 WIRE)
TOP ANOBOTTOM /
S0 GAUGE ML BE (\
W 10 GAUGE MIN.
WWIRE FILTERFABRIC'
LL MOTE
It) USE WIRE A MINIMUM OF 3T IN WIDTH
AND WITH A MINIMUM OF B LINE WINES
...I WITH IT STAY SPACING. FILTER FABRIC ��
(2) USE FILTER FABRIC AMINNUM OF W COMPACTED FIl1�
IN WIDTH AND FASTEN ADEQUATELY TO \
V/ THEWIREASDIRECTED.
^ (3) PROVIDE 5'-0• STEEL POST OF THE
LLC SELF -FASTENER ANGLE STEEL TYPE
L ANGLE, ANGLE STEEL TYPE,
MAINTENANCE: STEEL POST T DEPTH
W (1) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAC: ANY REQUIRED REPAIRS
L IMMEDIATELY.
f (2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE REPLACE R
PROMPTLY.
(3) REMOVE SEDIMENT DEPOBITBAS NECESSARYTO PROVIDEADEQUATE STORAGEVOLUME FCRTHE NEXTRAIN
AND TO REDUCE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE WRING CLFANOUT.
(V REMOVEALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSMAID BRNGTHEAREATOGRAQEAND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE MEAHA3 BEEN PROPERLY STABILIZED.
SILT FENCE OUTLET
NOTTOSCALE
IB I _ -GRIT FFNTF-G,ITCCNIS
FRONT VIEW ------"
MAINTENANCE,
(1) INSPECT SEDIMENT FENCES AT LEAST ONCE
WEEK AND AFTER EACH RAINFALL, MAKE AJIA•
REWIRED REPAIRS IMMEDIATELY. ' _
(2) SHOULD THE FABRIC OF A SEDIMENT FENCE
GILT FENCE COLLAPSE, TEM, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLI:
(3) REMOVE SEDIMENT DEPOSITS AS NECESSARY
al 1'A'MIN. TO PROVIDE ADEQUATE STORAGE VOLUME FOR
V35B THE NEXT RAN AND REDUCE PRESSURE ON THE
EROSION CONTROL FENCE. TAKE CARE TO AVOID UNDERMINING THE
_ STONE FENCE WRING GLEAM
21 fllTE0. (4) REMOVE AL FENCING MATERIALS AND
fABRIL UNSTABLE DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN
i'ION PROPERLY STABILIZED,
GRAVEL CONSTRUCTION
ENTRANCE DETAIL
T-3' WARNED
/
NOTE; STONE
(1) AGGREGATE SIZE -USE 2 TO 31NCH WASHED
STONE.
(2) DIMENSIONS OF GRAWLPAD
+nL
THICKNESS: 8INCHES MINIMUM
p
WIDTH 12FOOTMINIMIIMORFULL
:T
WIDTH AT ALL POINTS OF THE
VEHICULAR ENTRANCE AND
MAINTENANCE
IT AREA', WHICHEVER IS
11) MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREETER
LENGTH 50 FEET (MINIMUM)
SEDIMENT FROM LEAWNG THE CONBTRUCDON ERE. THIS MAT
(3) LOCATE CONSTRUCTION ENTRANCE AND EXIT TO
REQUIRE PERIODIC TWDREBMNG WITH 2•ATONE AFTER EACH
LIMIT SEDIMENT FROM LEAVING THE SITE AND TO
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP tEDMEfIT AND
PROVIDE FOR MAXIMUM UTILITY BY ALL
CLEANROUTASNECEBSARY. MMED9ATELYREMOVEALL
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
OBJECTIONABLE MATEMALS BALLED, WASHED,ORTRACIGD GIRO
AND ENTRANCES AT CURVES.
PUBLIC ROADWAYS
BARN H I LL
CONTRACTING
COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROCKY MOUNT, NORTH CAROLINA 27804
OWNER: Barnhill Contracting Company
DRAWN BY: Brent Caudle
CERTIFICATION NO.: 3859
SCALE: 1" = 200'
DATE: 6/1 /2018
SHEET: 1 of 1
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d _.. _..;1_ 4 ✓�: 1 i4.. �i1 h "d1:. 1. 1..4:1 _. ,..i I. �......41. A... .5.. 3.
CONSTRUCTION SEQUENCE
** ALL SOILS, MINERALS, ROCK, GRAVEL, AND WASTE OR OTHER MATERIAL BROUGHT"*
ONTO OR REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED
PERMITTED FACILITY.
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR LOCATIONS OF EXISTING
UTILITIES 4 HOURS PRIOR TO BEGINNING CONSTRUCTION 1-800-632-4949 .
U 8 OU S O G C ( )
2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 97 AS SHOWN. MAINTAIN
CONSTRUCTION SITE IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. MUD AND DIRT TRACKED INTO THE PAVED
AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION TRAFFIC IS TO USE
THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN.
N Y T IN AL AREA LOCATED ON THE EAST
3. CONTRACTOR TO CLEARIGRUB O L HEM IRA
SIDE OF THE HAUL ROAD (t20' X±730') TO INSTALL TEMPORARY SILT DITCH AND
CHECK DAMS ALONG SIDE THE HAUL ROAD. NO OTHER CLEARING OR GRUBBING
WILL BE NEEDED ONSITE OTHER THAN ALONG THE EAST SIDE OF THE HAUL ROAD.
4. CONSTRUCT TEMPORARY SILT DITCH ALONG THE SIDE OF THE HAUL ROAD AND
INSTALL CHECK DAMS/ TEMPORARY ROCK SILT CHECK TYPE B (NCDOT 1633.02) AS
SHOWN ALONG SIDE THE PROPOSED HAUL ROAD.
5. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS SHOWN AROUND THE
PERIMETER OF THE AREA DESIGNATED FOR STOCKPILE/BERM.
6. TO COLLECT SEDIMENT DURING GRADING OPERATIONS, EXCAVATE TEMPORARY
SEDIMENT BASIN WITH SKIMMER AND BAFFLES AS SHOWN.
A. MINIMUM DIMENSIONS SHOWN MUST BE PROVIDED.
B. INSTALL ROCK PAD FOR SKIMMER TO REST UPON AND ROPE
ATTACHMENT FOR MAINTENANCE.
C. EXTEND RIP RAP DISSIPATORS AT THE SKIMMER OUTLET TO THE LIMITS
OF DISTURBANCE.
D. TIE SILT FENCE INTO DISSIPATOR APRON OR CHECK DAM AND TURN
ENDS UPHILL TO FORM SEDIMENT POCKET.
7. PERMANENTLY SEED AREAS THAT WILL NOT BE RE -DISTURBED. DO NOT ALLOW ANY
DISTURBED AREAS TO REMAIN DISTURBED ANY LONGER THAN WHAT IS NECESSARY.
BEFORE STRIPPING OR ANY OTHER LAND DISTURBING ACTING INSIDE THE
EXCAVATION ARE, CONSTRUCT TEMPORARY DIVERSION DITCHES (IF NECESSARY)
TO DIRECT SEDIMENT -LADEN RUNOFF TO BASIN.
8. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT
BASIN CONSTRUCTED, EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL
TOPSOIL AND THE TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE
PERIMETER OF THE EXCAVATION AREA.
9. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE
WATER TO BE PUMPED INTO THE SEDIMENT BASIN.
10. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE
PROPER AMOUNT OF WATER REQUIRED THE SEDIMENT BASIN WILL THEN BE
REMOVED AND THAT AREA WILL THEN BE EXCAVATED.
11. ADD ADDITIONAL SILT FENCE AND CHECK DAMS, AS NEEDED OR REQUIRED, BELOW
THE SEDIMENT BASIN AT THE LOWEST LIMIT OF DISTURBANCE TO CONTROL ANY
SEDIMENT RUNOFF.
12. AS THE EXCAVATION PROGRESSES, GRADE THE SLOPES AT A 3:1 ABOVE THE WATER
LEVEL AND AT A 2:1, OR NATURAL ANGLE OF REPOSE, BELOW THE WATER LEVEL.
13. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE THEY ARE COMPLETED.
14. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES.
CATEGORY
AFFECTED ACREAGE
MINE EXCAVATION
26.10 ACRES
25' UNEXCAVATED BUFFER/BERM
2.50 ACRES
SILT FENCE, TEMPORARY
0.40 ACRES
DIVERSION DITCH
HAUL ROADS
1.00 ACRES
CONSTRUCTION ENTRANCE,
0.50 ACRES
CHECK DAMS, & RIP RAP SPILLWAYS
TEMPORARY STOCKPILE AREA
1.50 ACRES
(TOPSOIL & WASTE MATERIAL)
TOTAL ACREAGE AFFECTED
32.00 ACRES
TOTAL ACREAGE PERMITTED
35.00 ACRES
LEGEND
PROPERTY LINE
- PL - PL -
PL - PL -
TREE LINE
SILT FENCE
TOPSOIL STOCKPILEBERM
5
WETLANDS
50' WETLAND BUFFER
€ �_ }
`
EXISTING FARM ROAD
- - - -
- -
TEMPORARY SILT DITCH
-TSD_TSLT'° T n_TSD-Ts�
PROPOSED NEW HAUL ROAD
Hay'Road =- -
HaulRoad
PROPOSED MINING AREA
CONSTRUCTION ENTRANCE
TEMP. ROCK SILT CHECK, TYPE "A"
TEMP. SILT FENCE OUTLET
IL
>F I Ace
d
I
it.
HERNIA', n�
PARCEL 4 480C: d
N
J
FILTRATION
Q
GENERAL NOTES:
GEOTEXTILE
- DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
V • a 0203. 0. T, WHERE V IS VOLUME (OF), 01S PUMP FLOW RATE (GPM), AND T IS
DEATERING TIME(HR). USE MAXIMUM FLOW RATE OF I M GPM AND A MINIMUM
1
W
DEWATERING TIME OF2 HOURS,
- RISERSHALL BE ANONPERFORATED, SMOOTH OR COf91U0ATE0MATERIAL WITH
-
Q
A FLASHBOARD OPTION.
- CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY STANDARD
I
COIR FIBS
Z
DRAWING 1POGI AND WITH MATERIAL TWAT MEETS THE SPECIFICATIONS OF
I4 `
ROADWAY STANDARD IORI
-FROM IDES'STEEL POSTS OF THE SELF4'A9IENERANGLE STEEL TYPE. INSTALL
{ :/ ii, „•'
STEEL POSTS WITH NO MORE THAN 3' OF THE POST APPEARING ABOVE THE
) i
�.
GROUND.
- ATTACH WIRE
FIBER MAT STEELPOFTSWITHTTOM
)
/NPR
SLOTHER
AN ESO
ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE SLOPES OF THE
ABLE
I
e e
BASINWITH 12' STAPLES,
dI
- INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF BASIN AT INLET AS
Ali
SHOWN LATHE DETAIL.
USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DMATERING WIN
AS A GUIDE. THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS
Z
SUFFICIENT VOLUME IS PROVIDED AND PROVISIIXHS ARE MADE FOR A
F A+�•
NON -PERFORATED RISER.
SS
-DO NOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIMES REQUIRED FOR
{ ,---g ' f�
BORROW PIT DEWATERING BASH.1
at
LLI-
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND DINT ON
SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED CONSTRUCTION
IU
OPERATIONS.
-
-SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FORAPPMOWL PRIOR
TO CONSTRUCTION.
4 -PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING EASINTO A MAXIMUM
EARTH DIKE
S
PWOFWBELOWTOPOFEARTHDIM.
- PROVIDE A MM ENERGY DIMIPATOR PAD ATHE CURET OF TIE PUMP
PLAN
w
DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN ACCORDANCE WITH
STAMOARDS]002 FOROUTLET NO DITCH.
QROADWAY
L�
MAINTENANCE
r
11) INSPECT BAFFLES AT LEAST ONCE A WEEKAND AFTER EACH RMHFAL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
1•D,!
(2) SE SURE TO MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRC OF
THE BAFFLES COLLAPSE TEAR, DECOMPOSE ORSECOME INEFFECTVE,
�1
III
REPLACE N PROMPTLY.
11 iK
(3) REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HHFFUUTO
1
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
- "-
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DM.VSMIG
OREDUCE
THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER
UNCLASSIFIED
EXCEED HALF THE DESIGN STORAGE DEPTH.
EARTH MATERIAL
0/1/
J
(4) AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROMMY
n/
LL
STABILIZED, REMOVE ALLBAFFLE MATERIALS HID UNSTABLE SEDIMENT 2
DEPOSITS. BRING THE AMATO GRADEMIDSTABILIZE IT. 32
COR FIBER BAFFLE
O
§ §
VARIABLE
TYPICAL SECTION VIEW
m
ANTI -SEEP
DAIRY FARM PIT
r,
PL
�(S i
d'
EDGECOMBE COUNTY
35.00 ACRES
R _JE 2L PRIDGEN
PARCH
EXISTING%/
FIELD f e'
'MAN MADE
oiN MAD x
yi
11
!r
Wan.
f
s
/ '°
e
;o
\\ oINITIAL START OF
EXCAVATION AREA
PROJECT ID: EDGEC-2018-008
c,
K 3
i EXISTING
FIELD /
VERNON RHODES /
PARCE L# 480029065900
�a
ms
da
pA
Wa
IC AICCTICD
NOTE:
ACTUAL
LOCATION
OF
DEWATERING
BASIN
STONEENERGY
DISSIPATOR
EDGE- OMBE COUNT Y, NC j / EXISTING e
FIELD
ses es
ea
cos
ma
EXISTING
FIELD
M4
as.
IPp
yA
5qy
59p
Yp
d
ROBERT PRIDGEN JR,, \
PARCEL # 4801139697001L\
101,
q
PIE
� P1
EXCAVATION AREA
t 26.10 ACRES
\ M'O e
^ay
dv
CROSS-SECTION OF HAUL ROAD
NOT To SORE
I ROADWAY (TYPO I
NEW GRP86LIXEo ` WpENa.-SLQE
Ew"LLE STING FARM ROAD
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD
NOTED: MAINTENANCE:
(1)EROSION CONTROL ITEMS WILL BE INSTALLED (1) MAINTAIN THE HAUL ROAD IN A CONDITION TO
25' MIN. UNDIST. BUFFER
CROSS-SECTION OF EXCAVATION AREA
NOT TO SCALE
26 MIN. UNDIST. BUFFER
BEFORE CONSTRUCTION.
PREVENT MUD OR SEDIMENT FROM LEAVING THE
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
(2) USE SAND OR OTHEREARTHEN MATERIAL TO
CONSTRUCTION SITE. THIS MAY REWIRE PEWODIC
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED.
CONSTRUCT HAUL ROAD To"FMIIDE.
(3)SIDE SWA.ES WILL BE GRADED ACCORDINGLY.
GRADING. AFTER EACH RAINFALL, INSPECT ANY
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN.
(4) PERFORM FINAL GRADING AND STA MUZATION OF
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN
IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA
MAUL ROAD.
OBJECTIONABLE MATERIALS SPILLED,WASHED, OR
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN,
(5) SEED AND MULCH GRASS4_INED SWALES
TRACKED ONTO PUBLIC ROADWAYS.
AND RE -VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN.
IMMEDIATELY AFTER STABILIZATION, PER
VEGETATION PLAN.
4aa
E �
p
(1 ,1
MAID MADE
\1 1,
LE
/
b A ltl b Y la V u u
EXISTING
FARM ROAD
WELL p1
(� Sees 1
', ,a
q \�
MUM
35.98"
00
VIOWAI\g
FARM E%ISTING1 x.
bA
EXISTING /
s*te FARM ROAD .,A ..d ��
f
8a �
�T DAPHN III„ OFS .
PAR .E e ,7a39:
EXISTING a
FIELDcil
}
r,UDE DAF IS L Y rJnla
wow
El
M1^•E'HGSELAH LYOI`IS HEIRS
s!
PARC _: 480017703800
I
CELE TINE t-YONS LIFE EST
E
PAR L # 480007813400
SEECDaaIgNG & MULCHING SPECIFICATIONS
PERMANENT SEEDING do MULCHING SPECIFICATIONS
ETEMpOPORARY
SPECIFICATIONS
(REFP MANUAL
v5
58ECT S�NEEp�gIAFNgSELKIUOgt�NC61f�Gg SPECIFICATIONS
58EC SECMIONg1pG
((FREF
U2'SSHULLOBE
1. RATES OF MATERIALS TO BE
APPLIED
i' gT1q� L
PULVQEL4ORIIppZEDryTTOTHPMRATOVIBEON AND
(AEFF 96ECnTABLEfi KOe AND b)
Lp4OILOEWp1E�D TOADMEAPTNLSIFI�S�gg-THLtJEJ TOP
FERTILIZDEWITHRNOVI(]E
SHOULOIBE
SPECIES RATE (IOe/acrel GATES
Rye (Gran) 120 December 1 - APII 15
August 15 -December 30
THE COAL RIDSRRI�I�TBIEp. MEL�NO INCORPORATED
E 30 5 f0
2. THE FOLLOWING ARE KINGS AND RATES OF MATERIALS TO BE APPLIED
(REF. SBEC, TABLE 6.11tk
Gartman 1411M 440pp April 15-August 15
Items RATE Owfacre1DATES/acrelr DATES
F13millzer (10.10.101 4,0& December 1 - August 15
Pansmawla Bahgtlre�xT'a" 5p -I
April t -July 15
Fertilizer (10-10-10) 1D00 August l5-December30
Barites Lespetleu 30
I_
Nurse Plant -German Mlletlpo 1155 AA1O a 5
Nurse Plant Rye
Strew Mulch 4000
- (Grain) 25 P�to PPNI'15'la� After AuguM 75
(Note: Mamum 75%coverage and must We anchored %IRA tack, Med
down,
Um� 4
Or disk With Wades Set nearly swaghL)MI1
F., 1
Straw Mriwltural
4000
2. RESEED REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
(Note: wre Minimum 75% coverage end must be ancld Wth tack. tied down, OrAsk
W Mh Wades set nearly straghL,.
3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
4. GRAIN
NJfJD $RA _ BSHALL
VISIBLE 14 MULCHED AREA IF PROPER APPLeTIONBIS ACHIEVED.
LW
ANCHOR MULCH WITH APHAT TACK, NETTING, OR BY CRIMPING WITH A DISK WITH
BLADES SET NEARLY STRAGHT.
TS
PS
a'
EXISTING
FIELD
PL��ISI
•) L
i
WETLAND
"A"
WETLAND
FECES
WETLAND
EEDFE
WETLAND
"Ell
POINT
LATITUDE
LONGITUDE
POINT
LATITUDE
LONGITUDE
POINT
LATITUDE
LONGITUDE
POINT
LATITUDE
LONGITU[
POINT#1
35.9713172
-77.637=3
POINT#1
35.90115155
-77.6438721
new#1
35.A885884
-11.6400058
POINT#1
359663W
-77.6401623
POINT#2
35AM770
-".8 314 319
POINT Q
35.9684700
-77.6437914
POINT #2
359688182
-]].5101036
POINT #2
35861
4].8400535
POINTO
35.97137M
-77.6376111
POINT#3
35.9094223
-]7.643]130
POINT#3
3SM66804
-776401903
POINT#3
359665178
-77AUSSI948
POINT#4
35.9713940
-77.6376541
POINTA
35.9604925
.77.8135N0
POINT#4
359697886
-77MOM57
POINT#4
359564423
-77.6400112
PoINT#6
35.9713N7
4].6376818
POINTS
35/6/15445
-P8434510
POINTA
35 W875H
-7784=83
POINT pS
35.96631
-77.6398713
POINT as
35.9712793
-",63780,17
POINTA
35.1100 3
-T. 14 643 B6
POINT #0
35988]244
-776401005
P0I147#7
35.9712219
-77.6374M7
POINT#7
MOS97511
-77.5431477
POINT#7
359686641
-176399907
POINT #S
35.9111409
-n.03]2BS0
POINTA
35.M97607
-77.M315S6
POINTO
35 M657M
-716399352
POINT
35.9)10]3B
-]].83]2042
PONT#6
359898542
-776433152
POINT#10
35.9695741
-]].8931632
POINT#11
35.9695409
-7).6435931
POINT#12
359111
-176436801
POINT#13
33.98BS4B]
-77,6438491
RIP -RAP APRON DETAIL STONE CHECK DAM DETAIL
NTS HOT TO
A H
nreaarmlc
wRa
maA
PLAN
PIPESLOPEWL30% SECTION A - A
rvCMT CLASS 8 (aaaPaj L• TIE DISTANCE SUCH TXATPOKTS
NON-VICIN EROSION CONTROL
FILTER STONE
FABRIC ONALAYERC£4'
NCWT MS OR q>
SECTION STONE
NOTES:
(1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
CUTTING AROUND THE DAM.
(2) STONE CHECK DAMS SHOULD BE SPACED IN A CHARNEL SO THAT THE CREST OF THE
MI APRON ENERGY MI ATER CALCULATION TABLE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DMA.
RiI N,DIM. Pipe Slaps LngN Upowne, OownceeAm Hlane MAINTENANCE:
(1) INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
Laaaaon. WM8 I. Wi4M TlN a LIMBS,RANFOR OTHER
RGREATER)DEBRIS
THAT
COULD
D REPAIR IMMEDIATELY. CLEAN CUT NEEDED,
SEDIMENT, STRAW,
% 1 fl rt LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
RRMt 24 10 12 BO S 24
FROM ANTICIPATE FL WS MOUNDTEMIDOEPoBITIONABOVE THE CHELKDMIANO EROSON
FROM HIGH FLOWS AROUND THE EDGES THE DAM. CORRECT A E IMMEDIATELY
IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS ADDITIONAL MEASURES
CAR BE TAKEN
MAINTENANCE: SUCH AS, INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
(1) INSPECTOAIWKE
GREATER) EVENTS
VENTSIP TO SEE IF STRUCTURES WEEKLMOON OR AND
SIGWe IFICANTRIP
HAS
TAKEN)"OR T CHANNREMOVEL
VEGETATION,EDIMENT LOWT ACCUMULATED TOO THROUGH
STONE HECK
PLACE, R IF STONES HAVE
BEEN EROSION AROUND OR BELOW THE RIP NEEDED
EPMR DAM. ANNEL VEGETATION, ALLOW FROM CHANNEL OWN OVER THE W. ADIHETO
PREVENT FURTHER DAMAGE
BEEN OISLODOED, IMMEDIATELY MHOS ILL NEEDED REPAIRS TO DAM, AND AS
EDED TO EFLOWS FROMC HEIGHT AND
OVER THE DAM. ADD STOW
PREVENT FURTHER DAMAGE. TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
COMPACTED
LU SOIL
_J T MIN.
rrtri �+1AN'yjenL��' of tr`.NJi•
Z 1'i ',ti'Y-:T it'.:, .''^r,'yia rc'ti`S y.. 11A MIN
0
8' TYP.
O MNMENAHCE:
1 DURING THE ESTABLISHMENT () PERIOD,CHECKTHERASSLIN,CHECK IT AFTER
RERY HEAVY
NM AFTER
d I EVENT.
IMMEDI GRASS MLYMAISHEO.PERIODICALLYITASPCHECK THE LTTO NIFTIER EVERYHEAWR MO&LRCA
c CROSSINGS FOR BANK STABILITY
TIAND EVIDENCE
OR SCOUR
OUTET ARD ALL ROAD
LU CROSSINGS FOR BARKSTARRITHE DESIGNED
ESI NENCEOFPING OR SCOUR HOLES. REMOVE ALL HEALTHY,
RM LU S
CONDITION AT ALL
ALAI, TAIN SINCE IT
WE PRIMARY
PRTCTK)N THE ORTHEGRASSHANNEL LTHY,VM#RODS
CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTMHI FOTRTHE CHANNEL.
w MAX. WI WIRE
S. MAX. WINO WIPE)
STRAND
TOPAND BOTTOM /
STRAND SHALL BE [\
Ill 10 GrW GE MIN.
am
W WIRE FILTERFASRIC
LL
(1)) USE WIRE A MINIMUM OF 3T IN WIDTH
AND WITH A MINIMUM OF B LINE WIRES J FILTER FABRIC WITH 12-STAY SPACMO.
(2) USE FILTER FABRICAMNIMUAOF36' COMPACTED FILL
u'^) IN WIDTH AND FASTEN ADEODATELYTO \
VJ THE WIRE AS DIRECTED.
^ (3) PROVIDE"' STEEL POST OF THE
LL SELF -FASTENER ANGLE STEEL TYPE
ANGLE,ANGLESTEELTYPE.
MAINTENANCE I STEEL P03T 2'DEPTH
W (1) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE My REWIRED REPARE
L IMMEDIATELY.
r
3 SHOULD THE FABRIC OF FENCE COLLAPSE TEAR GA () , DE MPOBE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
AN REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FENCESTORAGE VOLUME FOR THE NEAR RAIN
AND FNWE CINGM MATTAKE ERIALS
UNSTE TO ABLE SEDIMENT NING DEFORMS
FENCEDURINGTCIEA ATO
(4) REMOVE FENCING MATERIALS AND UNSTABLE SEDIMENT DEP08RE8 AND ALONG THE AREATO GRADE AND
SILT FENCE OUTLET
NOT TO SCALE
MINEAK ONCEA
FLAY
(2) SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAL, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE N PROMPTLY.
(31 REMOVESEDIMENTOEPOSITSASECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND REDUCE PRESSURE ON THE
CONTROL FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CUEANOUT.
14) REMOVE AL FENCING MATERIALS AND
UNSTABLE DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE
CONTRI PRO9TARSTA DRAINAGE AREl HA3 BEEN
PERLY LIZED.
GRAVEL CONSTTWCTION
ENTRANCE DETAIL
T-TWASHED
HOME, STONE
(1) AGGREGATE SIZE -USE 2 TO 31NCH WASHED
STONE.
(2) DIMENSIONS OF GRAVEL PPD
-NT.
THICKNESS 6INCHES MINIMUM
VR'
WIDTH 12 FOOT MINIMUM OR FULL
A•(�A*
WIDTH AT ALL POINTS OF THE
VEHICULARENTRANCEAND
MAINTENANCE:
EXIT AREA WHICHEVER IS
(1) MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER.
LENGTH 50 FEET (MINIMUM)
SEDIMENT FROM LEAVING THE CONSTRUCTION SIM. THIS MAT
(3) LOCATECONSTRUCTIONENTRHICEARDEXITTO
REWIRE PERIODIC TOMMMING WITH T STONE AFTER EACH
LIMIT SEDIMENT FROM LEAVING THE SITE AND TO
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP aEDMFM AND
PROVIDE FOR MAXIMUM UTILITY BY ALL
CLEANITOMMNECMS Y. IMMEDATMYREMOVEALL
CONSTRUCTION VEHICLES. AVOID STEEPGRADES
OBJECTIONABLE MATEM.LLS SPILLED, WASTED, OR TRACIED ONTO
AND ENTRANCES AT CURVES.
PUBLIC ROADWAYS
BARNHILL
CONTRACTING
COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROCKY MOUNT, NORTH CAROLINA 27804
OWNER: Barnhill Contracting Company
DRAWN BY: Brent Caudle
CERTIFICATION NO.: 3859
„ SCALE: 1 = 200,
DATE: 6/1 /2018
SHEET: 1 of 1

llo
STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V U& 0 �3a`
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ Q\r-)) D 'o
YYYYMMDD

REGavEu
., MOM
JUL 2 5 2018
WOROS
Energy, Mineral & FAYEfTEVILLEREGIONAL OFFICE -
Land Resources
ENVIRONMENTAL QUALITY
July 16, 2018
William H. Wilfong
Barnhill Contracting Company
PO Box 7948
Rocky Mount, NC 27804
baeny sr,4 l+ - � RA
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (T_OBY) VINSON, JR.
Interim Director
NC Dept of Environnlental�Jiar v
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Subject: General Permit No. NCG020000
Souteast Bulk, LLC
COC No. NCG020932
Edgecombe County
Dear Mr. Wilfong:
In accordance with your application for a discharge permit received on June 18, 2018, we are
forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except upon approval of the
Division of Energy, Mineral, and Land Resources. The Division of Energy, Mineral, and Land
Resources may require modification or revocation and reissuance of the certificate of coverage.
Please be aware that mine dewatering at your site has the potential to impact adjacent wetlands. The
specific requirements for mine dewatering at facilities near wetlands can be found in Part IV, Section
D of your permit. You must have an approved Operation and Monitoring Plan before mine
dewatering discharges occur at Your facility. Discharging mine dewatering wastewater without
Plan approval will be subject to enforcement action. Your application included an Operation and
Pumping Plan, but that plan is not currently sufficient for approval by our Division and the Division
of Water Resources (DWR). Please contact Danny Smith in the Raleigh Regional Office of DWR at
[phone] to schedule a site visit to evaluate your facility and discuss additional information and
adjustments that may be needed to your Plan.
Nothing Compares
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
512 N. Salisbury Street 1 1612 Mail Service Center I Raleigh, North Carolina 27699-1612
9197079200

Permit NCG020932
Page 2
Nl JJ,
This general permit allows the discharge of stormwater and certain types of wastewater from your
facility. In yourl,application, you specified that only mine dewatering water would be discharged
from this facility. If separate point -source discharges of stormwater occur (i.e., stormwater not
for stormwater
Per the requirements of the Tar -Pamlico Riparian Buffer Rule, all stormwater drainage to stream
buffers, from portions of this site that have been constructed after January 1, 2000, must meet diffuse
flow requirements per 15A NCAC 2B .0259. Diffuse flow requirements are described in Chapter 8 of
the North Carolina Stormwater BMP Manual, available at: http://deg.nc.gov/about/divisions/energy-
mineral-land-resl idance/stormwater-bmo-manual.
You should alsoi note that your facility is in a Water Supply Watershed and in an area covered by the
Tar -Pamlico Nutrient Sensitive Waters Strategy. Edgecombe County implements the new
development stoiimwater provisions of these requirements. You are encouraged to work with the
county to assure" that you are in compliance with any applicable requirements of these programs.
I,
This permit doe's not affect the legal requirements to obtain other permits which may be required by
the Division of Water Resources, the Coastal Area Management Act, or any other federal, state or
local government permit that may be required.
If you have any'questions concerning this permit, please contact Bradley Bennett at telephone number
[phone] or by email [e-mail].
I'
Sincerely,
li for W lliam E. (Toby) Vinso Jr., P.E., CPM, Interim Director
Division of Energy, Mineral, and Land Resources
cc: Bill Denton - Raleigh Regional Office — DEMLR
Danny Smith — Raleigh Regional Office — DWR
Brent Caudle; Barnhill Contracting Company
Stormwater Program Files
DWR Central Files
ij

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
`DIVISION'OF ENERGY, MINERAL AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020932
MINE DEWATERING AND STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Barnhill Contracting Company
is hereby authorized to discharge mine dewatering discharge and stormwater from a
facility located at
Dairy Farm Pit
107 Rhodes Dairy Lane
Battleboro, NC
Edgecombe County
to receiving waters designated as Key Branch, class WS-IV; NSW waters in the Tar -Pamlico
River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, 11, ❑I, and IV of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective July 16, 2018.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 16, 2018.
for William E. (Toby) Vinsod Jr., P.E., CPM
Interim Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

LOCATION MAP:
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Barnhill
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Latitude: 35' 57' 54" N NCG020932, FdClll}��
Longitude: 77' 38' 14"IW Barnhill Contracting Co. �r �
County: Edgecombe � Dairy Farm Pit Location
Stream Class: WS-rV; -NSW
it
Receiving Stream: Key Branch
Sub -basin: 03-03-0.2 (Ti, at -Pamlico River Basin) �OrCt%t Not to Scale
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