NCG020903_COMPLETE FILE - HISTORICAL_20170223

PERMIT NO
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
NCG PERMITS
/V
[Y HISTORICAL FILE
❑ MONITORING REPORTS
YYYYMMDD

Energy, Mineral
and Lund Resources
ENVIRONMEN(AL. QUALITY
Allen Barnhill
Barnhill Contracting Company
800 Tiffany Blvd., Suite 200
Rocky Mount, NC 27804
Dear Mr. Barnhill:
ROY COOPER
Gnrcrnnr
MICHAEL S. REGAN
stle ... r,t�,
TRACY DAVIS
u;,r•ttt,
Pcbruary 23,2017
Subject: General Permit No. NCG020000
131ount
COC CG02090
P
In accordance with your application for a discharge permit received on June 07, 2016, we are forwarding
herewith the subject certificate of coverage 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 after notice to the Division of
Energy, Mineral, and Land Resources. The Division may require modification or revocation and
rcissuance of the ccrtif icate of coverage.
Please be aware that mine dewatcring at your site has the potential to impact adjacent wetlands. The
specific requirements for mine dewatcring at facilities near Netlands can be found in part III, Section E. of
your permit. Discharging mine dewatering wastewater without Plan approval will be subject to
enforcement action.
Please note that mine dewatcring wastewater includes wet pit overflows caused solely by direct rainlall
al�roundwater seepage for this type of mining operation. Any discharge of this water (and any
stormwater commingled with it) is subject to the effluent limitations in this permit.
This general permit allows the discharge of stormwatcr and certain types of wastewater from your lacility.
In your application, you specified that only mine dewatcring water would be discharged from this facility.
If separate point -source discharges of stormwater occur (i.e., stormwater not combined with mine
dcwatering water), you will be required to adhere to the conditions in this permit for stormwater
discharges.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Energy, Mining, and I,and Resources, or permits required by the Division of Water
Resources, Coastal Area Management Act, or any other federal or local governmental permit that may be
required.
Slate of North Carolina I Environmental Qaalily [ Energy, Miacral and Lind R"owces
1612 Mail Service Center 1512 North Salisbury Slrcct [ Rldcigh, NC 27699-1612
919 707 9200 '1'

If you have any questions concerning this permit, please contact Richard Riddle at telephone number
[phone].
Sine -%*A SIGNED BY
MICHEAL F RANDALL
for Tracy E. Davis, P.E., CPM
cc: Washington Regional Office
Central Piles
Stormwater Permitting Program Files
Smr of \onh Cwofim I Emimnmeaml QmRry1 Ener¢v, \ineml and Land Resoumes
1612 \tut S entice Cenrr 1 512 \ovt SalisburyStrei I Raleivh, \C 2769M 612
919 707 9200 T

STATE Of NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020903
SfORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision ofNorth 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 stonnwater and mine dewatcring4rom a facility located at
Blount Pit
Old River Road
Greenville
Pitt County
to receiving waters designated as Tar River, a class WS-IV, NSW water in the "far -Pamlico
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts 1, II, Ill, IV, and V of Gencral Permit No. NCG020000 as attached.
This certificate of coverage shall become effective February 23, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General permit.
Signed this day February 23, 2017.
ORIGINAL SIGNED By
MICHEAL F RANDALt
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

1 .,Cam
14
`�.\ �'. \ � \ • saw" 0 \ \ ._�J'Jr+ / v -._
40 Imo.
Blount Pit
\ \ JC\ 4
\ I I 1 \Oj \• 1� _� ��-lt'�?��``0.d, I ,�\r II) `ti .. 1
Trailer ark
"S
NCG020903 Barnhill Contracting Company
Blount Pit
�tw 16' " N
Latitude: 35° 40'
� E Longitude: 0 4 2W
County: Pitt
S Receiving Stream: Tar River
Stream Class: WS-IV, NSW
Map Scale 1:24,000 Index Number: 28-(84) (Tar Pamlico River Basin) Facility Location

Permit Number NCG020903
Program Category
NPDES SW
Permit Type
Mining Activities Stormwater Discharge COC
Primary Reviewer
nck.riddle
Coastal SWRule
Permitted Flow
Facility Name
Barnhill Contracting Company - Blount Pit
Location Address
Old River Rd
Greenville NC 27834
Owner
Owner Name
Barnhill Contracting Company
Dates/Events
RCCE'VED
FAQ272n17
�wR �CTI'pN
Central Files: APS _ SWP _
2/23/2017
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
COC
Permit Contact Affiliation
Major/Minor
Region
Minor
Washington
County
Pitt
Facility Contact Affiliation
Brent Caudle
Old River Rd
Greenville
NC 27834
Owner Type
Non -Government
Owner Affiliation
David Glover
PO Box 7948
Rocky Mount NC 27804
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/23/2017 6/7/2016 2/23/2017 2/23/2017 9/30/2020
Regulated Activities Requested /Received Events
Mining activities - stormwater discharges RO staff report received 2/21/17
RO staff report requested 7/1/16
Outfall 001
Waterbody Name Streamindex Number Current Class Subbasin
TAR RIVER 28-(84) WS-IV;NSW 03-03-05

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
February 23, 2017
Allen Barnhill
Barnhill Contracting Company
800 Tiffany Blvd., Suite 200
Rocky Mount, NC 27804
ROY COOPER
Goeemor,
MICHAEL S. REGAN
Secrcrary
TRACY DAVIS
Uimclor
Subject: General Permit No. NCG020000
Blount Pit
CDC NCG020903
Chatham County
Dear Mr. Barnhill:
In accordance with your application for a discharge permit received on June 07, 2016, we are forwarding
herewith the subject certificate of coverage 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 after notice to the Division of
Energy, Mineral, and Land Resources. The Division 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 111, Section E of
your permit. Discharging mine dewatering wastewater without Plan approval will be subject to
enforcement action.
Please note that mine dewatering wastewater includes wet pit overflows caused solely by direct rainfall
and groundwater seepage for this type of mining operation. Any discharge of this water (and any
stormwater commingled with it) is subject to the effluent limitations in this permit.
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 not combined with mine
dewatering water), you will be required to adhere to the conditions in this permit for stormwater
discharges.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Energy, Mining, and Land Resources, or permits required by the Division of Water
Resources, Coastal Area Management Act, or any other federal or local governmental permit that may be
required.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

If you have any questions concerning this permit, please contact Richard Riddle at telephone number
[phone].
?Sincerely, ..,/ice fJ�
2acy E. Dav1s, P.E., CPM
cc: Washington Regional Office
Central Files
Stormwater Permitting Program Files
S me of Nor& Cuolim I Easisonmendl Qwlity l EaM,,\fneral and Land Resottsces
I6L M@ Smi<e Center 1512 Noah Sahsbm-Stet I Raleith, NC _'769M 6L
919 707 9200 T

STATE 01", NORTH CAROLINA
DLPARTMENf OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CEwnFICATF. OF COVERAGE No. NCG020903
STORM WATER AND MINI: DEWATIAZING DISCIIARGGS
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 stormwater and mine dewatering-from a facility located at
Blount Pit
Old River Road
Greenville
Pitt County
to receiving waters designated as Tar River, a class WS-IV, NSW water in the "far -Pamlico
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, III, IV, and V of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective February 23, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day February 2', 2017.
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

NCG020903
Map Scale 1:24,000
Barnhill Contracting Company
Blount Pit
Latitude: 350 40' 15" N
Longitude: -770 26' 53" W
County: Pitt
Receiving Stream: Tar River
Stream Class: WS-IV, NSW
Index Number: 28-(84) (Tar Pamlico River Basin)
r���,iryl: qt V►�j.7
Facility Location

Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
National Pollutant Discharge Elimination System
NCG020000
NOTICE OF INTENT — General Permit Application
FOR AGENCY USE ONLY
D.tc Received
Year
Momh
Da
Certificate of covstage
C eck
4donll
Pcniiif Assi red to
� e
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG026000:
STORMWATER ANDIOR 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 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 type all entries in this application form.
1) Mailing address of owner/operator (official address to which all permit correspondence will be mailed):
Legal Owner Name _ 'TAVAAkkLL C04(yWi4ft 6uyjWV
(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 (as signed for in question 41. at end) AtLEN t-YwAiLL
Street Address ho UFANV SLVD 5vITE Too
City
Telephone No.
State NC ZIP Code 7_7W
E-mail &Ak)Dl E49'& .NNIt-L_(sNT¢ACCtNb coM
Alternate Contact Name` ?M\rF CALI)LE.
Alternate Contact Telephone (if different)
'Alternate contact should be affiliated with the Owner/Operator.
in question 5.
E-mail (if different)
Consultant information can be provided
Page 1 of 12
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NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name TWOUNT -FC(
Facility Street Address 01-D tW62 QOAp
Facility City 60Ef1-1v1LLE State NL ZIP Code VfS347
Facility County ?m—
Facility Contact 'FM¢ -M (6#_-QLE
Telephone No. 257- 823-lo2_1 Fax: 257- tits- 0134
Contact E-mail ,gcpvDtE co&�
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). teov. io� - 33 KAb wy�,j 1btwAeM
-W5011.0 foe I-L, MILES. -ru¢N /.EFT 091b RAeevS rso# cv-ucnoo eoAo. AFr-mg ¢SELTioN of
'gA1M,dS VoAD i OLD Q4UEV_ T. AD, -TW V4NAWE 1S 0IeCLC0
4) Facility Location Coordinates: wr,¢oss.
Latitude 35 40 14.11 N Longitude 71 Z& 757-" W (degrees / minutes / seconds or decimal
degrees)
5)
Consultant Information (if applicable)
Consultant:
Consulting Firm:
Mailing Address:
City:
State: Zip Code:
Phone: L_) Fax: () _
E-mail:
Permits:
6) This NPDES Permit Application applies to which of the following:
CTNew or Proposed Facility
❑ Existing
7) Standard Industrial Classification:
(Optional)
Staple Business Card Here
Date operation is to begin: FALL /0D(b
Date began mining:
Provide the 4 digit Standard Industrial Classification Cod.gg (SIC Code) that describes the primary industrial
activity at this facility SIC Code: ( 7 /i L
8) Provide a description of the types of minerals mined at this facility: SAND s CLAM
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? ZNo ❑ Yes
10) Is this an inactive mine site?
2 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
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NCG020000 N.O.I.
11) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
12(No If no, please indicate the status of the Mining Permit application: UNDER Q6VIL0
❑ 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?
Fz(No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
13) Are you applying for a discharge permit in the same location as a previously permitted mine?
❑./No * SAMe rwuk ar o Bar w ¢e^tT AaFss 1
I Yes If yes, specify permit number and mine name if known:-Ue 12rEe MtNtr1(j ¢MeC �ytjaS - 1 58
14) Does this facility have any Non -Discharge permits from DWR (e.g., recycle permits)?
(J No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does
ess total area of this mine site include ready -mixed concrete plant and/or asphalt plant areas?
2 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?
❑llNo
❑ 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?
❑ 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
IEl"Yes If yes, what size stream buffers are included on site? rho _ft. You must show buffers on site
plans. Also include information and plans showing diffuse flow through buffers as required.
Page 3 of 12
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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? TA2 21UG�
To find the waterbody, please see the "MAPS" tab on http://portal.ncdenr.org/web/wq for a map of NC
Surface Waterbody Classifications.
Receiving water classification(s) for the waters:
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).
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-I 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 jr) waters, or a class with a symbol like "+" or "@" that
denotes a special management strategy is in place?
A❑ 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?
3 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 may be required to contact USGS to obtain a 7010 (low.
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, please see the "Impaired Waters" map on the "MAPS" tab on
http://portal.ncdenr.org/web/wq.
To find approved TMDLs in North Carolina, please see DWR's Water Planning Section website:
http://portal.ncdenr.org/web/wq/ps/mtu/tmdl/tmdls.
❑ No
❑ yes, these waters are impaired for (list pollutants):
Yes, these waters have a TMDL for (list pollutants):
tJ✓f¢16NC , DtssowEo O)N66N
Page 4 of 12
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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):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees):
Stormwater Outtall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees):
N
W
N
W
W
N
W
N
W
N
W
Mine Dewatering
Mine Dewatering (Wastewater) Outfall No. _jl�_
Proposed maximum flow rate: KOlnwws ,vrvrr
Latitude (degrees/minutes/seconds or decimal degrees): 35.66ylefI N
Longitude (degrees/minutes/seconds or decimal degrees): -. /t/63Z W
Mine Dewatering (Wastewater) Outfall No. Z
Proposed maximum flow rate: 60 6saws Imipyre
Latitude (degrees/minutes/seconds or decimal degrees): 95A.40534 N
Longitude (degrees/minutes/seconds or decimal degrees): - 71. dszr39 W
tA,we t]Ew0.TeetN36, Process Wastewater
Piss Wastewater Outfall No. _�
Proposed maximum flow rate: 6,5o4auwu ,,N(NWC
Latitude (degrees/minutes/seconds or decimal degrees): 35.2144
Longitude (degrees/minutes/seconds or decimal degrees): -a?. •Kz&ll
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
*'F(J& "f✓PAPS wl[e NOT V
R.NNIN6 At TdE S464f. )t M1e.
'rom COCO(en,i A?£. PO
I%tFgRct-S1 "MI1VI1V6 AZ6F5�
pub AP-C SCMaRe Prf5.
0#1(E Atr- TK MOT MAI- 415
g6p.J 0464uto Rot^ THE
Af,'Q , v't; ?PAN
Ilia t 9_
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)
❑N
LJ Yes If yes, where to?
2 Surface Waters and/or Wetlands on -sit 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)
EYNc
❑ 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?
❑/No
L( Yes If yes, what distance are they from the mine pit perimeter? 50 MINlµOkk feet.
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.)
Ld 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?
C4r" 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:
Page 6 of 12
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NCG020000 N.O.I.
28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
Y P application d 6cr T" twcrAlb DGM06brEb 6v LAuD
C�No El Yes If es, lease attach to a lication submission. MA��fW ag�';v "v is Anpctrtb
Stormwater BMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
❑ No G] Yes If yes, please briefly describe: DyECYoP oru%s wlu. oraFa ma TwaKert carcc
DAMS AUW4$ -rWE A6vt- eOAVS. Drve2A%P.r prrCWl mLL Argo tic ✓SO -(b bteOr "-faTt), FlowTOwMpS THE
30) this facility have a Stormwater Pollution Prevention
7o ❑ Yes If yes, when was it implemented?
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
q`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.) P D 0s If yes, will the mine discharge this water? Froze ocv.NCgrwb AgttsWs to/AIM rFj-RE. wwja Ae&
33) Will this facility wash mined materials? Tf °f 6t<E wefWn Ds
12IN'o
❑ Yes If yes, will the mine discharge this water?
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
ove
7lows)?
No
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
Ia 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: http://portal.ncdenr.org/web/Ir/construction-stormwater
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?
171 No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
Page 7 of 12
SWU-NCG02-N01 Last revised 9/10/2015

NCG020000 N.O.I.
37) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
J;f 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:
Ld"Mine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? 2-6ewatering ❑ 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 (W WTP) accept the wastewater? .... 6 Yes ❑ 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 W WTP? Why or why not?" do, v�.E -6 'rot oopT...ac
of Td6 woef,-rK H-MEe w tL oA.6f'+ w [ou&r rN Td6 ba-A-%xiNd yps1N_ ONCE -fHG muft&
KAS1N 1S F.U. fts ST,AN To Jk*4T AS OMJ AC N&CGAYY_ -K uAie2. w(IL Dr W 46
'RALr N'To THE 4WMO*>DS ON Z6 {wn fbaow TW N4rL1*L LON-PGeS OP 7A. AZEA.
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes E No
(1) If Yes, for what type of wastewater at this mine site? L/ Dewatering ❑ Process WW
(2) If No, is this option technologically feasible (possible)? Why or why not?' wr Do MM PLAN
Te, Fk?urr15 ANv +�t7.oawCTS ON SrTC. V6 RAN Tb anig- ,CT THE SANDY MOTER1PL AND
HA-L oA,5 (T6 , rW. AQ Foe A CLOSE -caop Y&VCLE 5imr., ISN'T Tome,
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?' �rr� a Aw
lt.WceiAt mtt TT£ YRYESs6D 2>NS(fE , -r& NEED r5N''r T#CW . W6 mtL c"r Te DjA6n%t 7
ANp AAu.tr.n4 TVE NlA-fTVk- orq1fE-
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?' �Te6u
"yk,F v,4,16e 1)%C ,W6rr LOU- 01SWWC TH6 "T6tz SO ALL 'WE MAlE21AL tN' THE MiNINb AW*6
OW 12F Fkr &rFt>. LLiZS 6ACT NEEDED gre"C ONCE VIC b1AmAL K OTPICED , 2T
wtu P6 thwcfn aK(fr .
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes O'No
Why or Why not?' Nor NewrA Scaacse No &rWA "MrN6rAL6 - MLL FE Amp TD Try HRTEx s
ii) Is a surface or subsurface disposal system otherwise feasible to implement?`............ ❑ Yes 2' No
Why or Why not?' _pvrNt5pEp %�wsr; No ExTSA `AUNgALs" a,tLt, kb ftCb fb TWuAraV-
Page 8 of 12
SWU-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?' Nc( F04y&E pyE To -W Natae, of lf(6 wo¢r- -rrw- VA'Z¢
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alt rnative of all reasonably cost-effective options for the wastewaters being considered?`
7'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?
ff Yes ❑ 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?
2f No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
M No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
2 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.)
BNo *Tke6 WIL(-' tJO MvMS 6PVr-D ou-SfiE
❑ Yes
41) Do your site have an active landfill within the mining permit boundary?
7L7 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:
—I 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.
{ig Fee of $100 made payable to NCDEQ.
A Completed application and all supporting documents.
A6 Copy of the valid approved mining permit (MP) for the facility or indication of MP application status. MINDER 20I0J)
Copy of a county map or other general location map that shows the mining site and nearest major roads.
A 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.
P 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 A copy of your US Army Corps -approved wetland delineation if you marked "yes' to question 27 above.
4 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.
_ 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:
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas, and total drainage area.
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.
_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).
_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).
_I have contacted my local regional office about a POM Plan.
Regional Office Contact: Date contacted:
OR/
�/ I will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 10 of 12
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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 mlemaking 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, stale, 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: ARCNI '511NU NIL,
Title:
NANO 1, za 16
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDEQ.
Page 11 of 12
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NCG020000 N.O.I.
Mail the entire package to:
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
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.
DEMLRILand 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

Ile
40
Or all
FOR
VI
2

i
L
r
1
.v'
tl

NOTE. This is not a survey. All boundaries and distances are considered approximate.
This represents a preliminary sketch prepared from field notes A survey of delineated
areas and review and approval by the US Army Corps of Engineers is recommended prior
S
Potential uplands Potential cleared wetlands
(potential violations)
�_ .: Potential US Waters
— Potential wetlands (Tar River Buffers likely to apply) 110
Potential farmed wetlands (not flagged)
oundaries are approximate and are not meant to be absolute.
Map Source: 2012 NC GneMap Aerial Photography SCALE 1" = 500'
Old River Road Tract LMG„
Pitt County, NC "^ ^°'" Preliminary
www.imarourmnet upland/wetland sketch
May 2016 3805 Wrightsville Avenue
LMG # 01-16-145 Wilmington, NC 28403
Phone! 910.452.0001 Paz: 910.452.0060

■ BARNHILL
CONTRACTING
COMPANY
80r1 hi' m, PNCI Buhr Luu
PO Box 7948
Rocky Mount, North Carolina 27804
252-823-1021 Fax [phone]
w .bar Millcontracting.com
June 1, 2016
Mr. Bradley Bennett
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Mr. Bennett,
9
JUN 0 7 2016
Re: Blount 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 Land Management Group. 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 61, 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 Pitt 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.

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
Brent Caudle
Mine Manager
Enclosures

NOTE, This is not a survey All boundaries and distances are considered approximate
This represents a preliminary sketch prepared froju held notes A survey of delineated
areas and review and approval by the US Army Corps of Engineers is recommended prior
to specific site planning.
L
a
Potential 0 uplands " { Potential cleared wetlands (potential violations)
Potential US Waters
— Potential wetlands (Tar River Buffers likely to apply)
Potential farmed wetlands (not flagged)
`Boundaries are approximate and are not meant to be absolute
Map Source: 2012 NC OneMap Aerial Photography SCALE 1 M = 500'
Old River Road Tract
Pitt County, NC
May 2016
LMG # 01-16-145
�LMG
I.AM1II MAM1M,I.MLNI liM(ILI• in
www.lmjEroup.net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
Preliminary
upland/wetland sketch

Energy, Mineral
and Land Resources
ENVIRONMENTAL OVALITV
Mr. Samir Dumpor, P.E.
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
I; .1101 KyMiMWd
Govenmr
DONALD R. VAN DER VAART
seeetar.
TRACY DAVIS
July 5, 2016 Dlrenor
Subject: General Permit No. NCG020000
Blount Pit
COC No. NCG020903
Pitt County
Dear Mr. Dumpor:
Enclosed is a copy of the site plan for the above NOI Mine application for your review.
previously sent you the NO] and location map via email. If you need any more information, please give
me a call at telephone number [phone] or email at [e-mail].
Thanks,
Richard Riddle, Jr.
Stormwater Engineer
NC Division of Energy, Mineral and Land Resources
Attachments
Slate ofNonh Carolina [ Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

❑ BARNHILL
CONTRACTING
❑ COMPANY
800 Tiffany Blvd_ Suite 200
PO Box 7998
Rocky Mount, North Carolina 27804
252-823-1021 Fax [phone]
w .barnhlllcontracting.com
June 1, 2016
Mr. Bradley Bennett
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Blount Pit NPDES Permit
Application
Dear Mr. Bennett,
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 Land Management Group. 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
y 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 i
Resources since this site is within Pitt County. r
Erosion control measures will be installed onsite prior to any..
land disturbance taking'placia" i'P1'eas'e 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.
. ^ •. nr-.I IwIW 'N]A�mlWr�AIJ re t�. f'� i t � r ✓.. 3_Y.'TL111G;SIlw m T

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
Brent Caudle
Mine Manager
Enclosures
i
i

Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
National Pollutant Discharge Elimination System
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 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 type all entries in this application form.
1) Mailing address of owner/operator (official address to which all permit correspondence will be mailed):
Legal Owner Name pK.•.+t L - CoNr?# t1N4 CbPAAWy
(Attach the most recent Annual Report to the NC Secretary or 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 (as signed for in question 41. at end) AtL6N f Ytt?NNll,l.
Street Address 900 TIFFANY 9tVD-, 5vtTb Zoo
City
Telephone No.
State X ZIP Code 7-40ert
E-mail SrAyDt E� �AYNNIU�►�i¢ACRNG.coM
Alternate Contact Name' 13QFME (^Aub E E-mail (if different)
Alternate Contact Telephone (if different)
`Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
Page 1 of 12
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NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name TLcuto -i�,Cf
Facility Street Address 01-D WE2 ?,DAD
Facility City 6ece-,vILLE State NL ZIP Code f483�F
Facility County 'Fr7-
Facility Contact '¢6wT "&-)W
Telephone No. Z57- 623- toil Fax: Z-52 162-3- ot31
Contact E-mail J&AubLE cot.
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). L¢oy. U4 - 33 Sr.rU6eg_yptA OtAb W[Fj 'tbujA05
TAQBoeo foe 1.6 MILES. Tv¢N LM ONTO RAte.-S c c¢vGriaJ PDAO. 0.TTNE of
p^IM--%S CO"SML' \cp1 YoAo i OtD CIUM ZoAO,'rlkE 6WRAWE K DtOtcV0
4) Facility Location Coordinates: &_vcs5.
Latitude 35e 40 14.11 N Longitude Tf 26 5'Z•"9 W (degrees / minutes / seconds or decimal
degrees)
5) Consultant Information (if applicable):
Consultant:
Consulting Firm:
Mailing Address:
City:
State:
Phone:(_)_
E-mail:
Zip Code:
Fax: ( _
Permits:
(Optional)
Staple Business Card Here
6) This NPDES Permit Application applies to which of the following:
EliNew or Proposed Facility Date operation is to begin: FALL G°(L
❑ Existing Date began mining:
7) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Cod7g (SIC Code) that describes the primary industrial
activity at this facility SIC Code: W L
8) Provide a description of the types of minerals mined at this facility: SANS } GlAv1
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? ErNo ❑ 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 J' > h
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
i
inspections. See the General Permit.)
Page 2 of 12
SWU-NCG02-NOI ,�, rvG3p"-iV: Last revised 9I10I2015
... , i'.vlseO yI I UIG.. � �, I ... Tn50C �l S l»t a

NCG020000 N.O.I.
11) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
O'No If no, please indicate the status of the Mining Permit application: UNDER MILO
❑ 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?
2No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
13) Are you applying for a discharge permit in the same location as a previously permitted mine?
W 5A$Ae -TCA" oc LY+rCI B'+r D(FFC90'3C AM"*
❑ No
2Yes If yes, specify permit number and mine name if known:IA2 ovg_ MtNule'2MC �uNZ% i- $
14) Does this facility have any Non -Discharge permits from DWR (e.g., recycle permits)?
U 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?
ZNo
❑ 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?
❑ Yes (to both)
❑ fyo, 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
F31yes If yes, what size stream buffers are included on site? 5Q ft. You" must show buffers on site
plans. Also include information and plans showing diffuse flow through, buffers. as required.
Page 3 of 12
SW U-NCG02-NOI..
Last revised 9/10/2015
.2d

NCG020000 N.0.1.
u
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? TA2 Q w?_
To find the waterbody, please see the "MAPS" tab on http://portal.ncdenr.org/web/wq for a map of NC
Surface Waterbody Classifications.
Receiving water classification(s) for the waters: l✓5- ( ; SSW
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).
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
(HOW), Primary Nursery Areas (PNA), Trout (Tr) waters, or a class with a symbol like "+" or "@" that
denotes a special management strategy is in place?
E(No ❑ Yes, HQW* ❑ Yes, includes "+^ or
❑ Yes, PNA* ❑ Yes, Trout jr)
21) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
0 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 7010 conditions in HOW waters (PNA and
SA waters are considered HOW 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, please see the "Impaired Waters" map on the "MAPS" tab on
http://portal.n cdenr.orn/web/wq.
To find approved TMDLs in North Carolina, please see DWR's Water Planning Section website:
hftp://portal.ncdenr.org/web/wq/ps/mtu/tmdf/tmdls.
❑ No , ;I I
❑ 1es, these waters are impaired for (list pollutants):
Yes, these waters have a TMDL for (list pollutants)
IJyUNT . Dt5sow6o OO)N6EN
'SW U-NCG02-NOI
z
Page 4 of 12
" 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):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outrall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees)
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees):
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
Longitude (degrees/minutes/seconds or decimal degrees):
N
W
N
W
W
N
W
1V
11
Mine Dewatering if rde i✓MPS W11L NOT 8E
Mine Dewatering (Wastewater) Outfall No. I- i QvNm?JAr kT VC Sovf-ptAf.
Proposed maximum flow rate: KO u.Ns wrwvre TIi(ST. (yC6t IONS .4ec ,N „
Latitude (degrees/minutes/seconds or decimal degrees): 35.66`18fl N D,FqpE,se "µININ6 Qe6`5
Longitude (degrees/minutes/seconds or decimal degrees):-V.016iz W puD ARE yc MOFTe + B.
Oute JCLTJ(£ MOTMAL W6
Mine Dewatering (Wastewater) Outfall No. 2 g&rtj EXlyluM QoM 110E
Proposed maximum flow rate: 6-0 eua.+s Imipyric WA tr F- RtAN lb tf`Au(
Latitude (degrees/minutes/seconds or decimal degrees): 35.668534 N Tk WKI-
Longitude (degrees/minutes/seconds or decimal degrees): - •11. 45713e W
M,wE 0Ewa•TCZ1OfA Process Wastewater
P_reseas Wastewater Outfall No. _
Proposed maximum flow rate: 4,So(aaa+s/9(Uvlc f
Latitude (degrees/minutes/seconds or decimal degrees): 3S.bAV44 N
Longitude (degrees/minutes/seconds or decimal degrees): -a?. KZ6t1 W
i
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
L;SWU-NCG02-NOI ,.;ZNV;� •. i(..bc" O-P Last revised 9/10/2015

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)
❑ NN
LJ Yes If yes, where to?
2 Surface Waters and/or Wetlands on -sit 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)
CYNo
❑ 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?
❑ No
dYes If yes, what distance are they from the mine pit perimeter? 50 4f IMINtPAVM feet.
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.)
0" es, 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?
E?rNo
❑ 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:
Page 6 of 12
;SWU-NCG02-N01 'fz, X'�*F c. I. Last revised 9/1012015a., •( ,

NCG020000 N.O.I.
28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
Y P application �pwR "�� 06gei"POVD 6v LAAA
9-No ❑Yes If es, lease attach to a lication submission. her tur
µytpMdfMEM BFo..P. V.AP IS AnAcNED
Stormwater BMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
❑ No ❑'Yes If yes, please briefly describe: DVEMOP a'¢HFs WIU- DIRrLT 44rTX--rVKUAH GVFLY
DAMS AL" 111,11E NbvL rOAD5. DrvEecaP DrTCLIEL MLL ACO SC K60 -ro b(WLT O-ATM- R,ow TOWAMS THE
antEe Avem -riWt
30) this facility have a Stormwater Pollution Prevention
7o ❑ Yes If yes, when was it implemented?
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
Q`No ❑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.)
�ElNo
pies If yes, will the mine discharge this water? i4ar„c ccwcaTec,►K, �&QNs lorxrEn rNTEF. MrFxnla AMAS
IW- ws tTE werLAA+D s
33) WIII this facility wash mined materials?
No
❑ Yes If yes, will the mine discharge this water?
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
lows)?
7
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
17J 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: http://i)ortal.ncdenr.org/web/ir/construction-stormwater
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?
LJ No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
Page 7 of 12
SWU-NCG02-NOI1c „ .r: ,[-r!Ql �', Last revised 9/10/2015

NCG020000 N.O.I.
37) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
RrNo
❑ 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:
D/MMine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? E?6ewatering ❑ Process WW
b) Connection to a Municipal or Regional Sewer Collection System: 1
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? .... 16 Yes ❑ 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?' Flo, v.0 -r. -rrk pArat
of 7-4 W O,'r E t tMO wlu-!a(iS 4 Lour nv -rW DEwarr,Nb TAsUr . oucc -n(6 mqkvq,
f ASOJ (s IF-U IL* "M To TL04T AS OFlW AC NEC W%I- -1K wATb¢. n 11( D(SC14476E
RKr /NTo THE W,MP .>DS ON srr6 ANh rouytw 7-W Wrt.AFL CON-p�tS of 79C AZEA .
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes E No
(1) If Yes, for what type of wastewater at this mine site? L7'Dewatering ❑ Process WW
(2) If No, is this option technologically feasible (possible)? Why or why not?' wr oo Nor FUUj
TC' PODCESS PNY 612bb"aS ON 6rCC. Ve FtAN 'rd aRt2NG'r -rHE SANDY MM6i?#Pt AND
#A-t, ofF5rrE. -rw- L*n Foe F az!m -taoD OKvctc" 5I5T6M I'SN'T THet2E.
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?` SrA.4e uo
J1,WMAC W(CL & t"%TGsED Oi4tTE 1AC NEED 6N''r r+IEPE. UVb Nltt OUj r 7FE: pLAGI84
:4ND KA(A tub THE AAA&OK- ORS(Cf. ..
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?' '%�5keg'�
6-2r. LLAWe_ ys[aW>abra wIW PiQGWZ TN6"TF2. so Au. 7Ne mAT♦V-j&y_. IN''TH6 MiN(1N6 APEA&
O+Iv 12F fMkrrb. e-t RS ISAI'T NEEDED REcA.df ONCE TK MOUTAC 5 6XTPICE6 , TT
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes Z'No
Why or Why not?' Nor Wzpm 3wu.6c No crwok lmrNcrati ' wrrt 9t Am TD Im µATEe s
ii) Is, a',surface or subsurface disposal system otherwise feasible to implement'?':....:.:.... ElYes 2� No
Why or Why not?" NPr N65peD %�wu t Na RTi?A `lwucmts" mQ, it AM&O T TW V'AtcP_
Page 8 of 12
Last revised 9l10/20�5
.SWU-NGG02-NOI'S ..�._••J-,.�. ,�.. r, ,,,i, ', �

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?* uc( Fewtsuc p,e % -W NAt,+te. of ite woac- -nw- writaz
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alt rnative of all reasonably cost-effective options for the wastewaters being considered?*
7Yes ❑ 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?
E�Yes ❑ 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?
Lf No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
E(No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
2 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.)
ZNo *-rk e VJ((,(-'5C Po Mums 31b¢6D ou-SrcE#
q Yes
41) Do "your site have an active landfill within the mining permit boundary?
U No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:
c Page 9 of 12 c
SWU-NCG02-NOI ! Last revised 9l10/2015

NCG020000 N.O.I.
Final Checklist:
This application will be returned as incomplete unless all of the following items have been included and
1—I initialed for. Please show that the following required information has been included by initialing in each
space below.
{t5 Fee of $100 made payable to NCDEQ.
Af; Completed application and all supporting documents.
AB Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.6,wvK f(VIEW)
A Copy of a county map or other general location map that shows the mining site and nearest major roads.
A 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.
P 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 A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 27 above.
4 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.
_ 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:
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas, and total drainage area.
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.
_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).
_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).
I have contacted my local regional office about a POM Plan.
Regional Office Contact: Date contacted:
-OR _
,`iI will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 10 of 12
SWU-NCG02, �NOI ,. I ,;�,, C;,.;,:,+'a1, Last revised 911012015

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 fled 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 aprincipal 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: AwN f2ftU A (uL
Title:
—JvNe la-0/4
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDEQ.
Page 11 of 12 _
,SWU7NCG02-NCI �,,�. r.:, b �!: .. � , I Last revised 9/10/2015 -

NCG020000 N.O.I.
Mail the entire package to:
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
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 .........
[phone]
Page 12 of 12
SWU-NCG02-NOI - •i;+ . • . I .. 'Last revised 9/10/2015

Blount Property
USGS Topo Map
L% 1
e. -� � >,� •�+4 L'C'ry � "' } r r; �f �` . i i +p����,. •ly �ra'�1 '-r���,
iTed `"i' �. r t ♦ Y�,1 ;T, 'A 1w +r.
It
{�Y ' i � +met � �w�., r v� "., �` a. � �. • -.
ev
y
k AA �, + � � i3 '1` 4 :.�'�� ., -'�• '. \�y\ 4 ' . �y � � � C
1, 'n(r, �' � � �t ���t F ° (t� • F 1 '-.w r` �., � � .� «r.1v �r•4•�
!5, .� "+. i'c'9� h ' n ♦ fi'�`(� y't„ '
�._ � � '�. � - � ( -,''' aW '. + ..F. ✓ram± r
' 'Sr -� •y t{ 'py:, J 7 f/A'nr5 'C �M1 ��*� +pa �

r.
a

BARNHILL
CONTRACTING
%IUr i
IITE 200_ F�-
MOUNT, NC 278041 g WRA'
BRANCH BANKING & TRUST
9vKSTERN XI
T J RO. NC 27EEB �.. ...
60 1I; 11 V,
I j06/03/16866097
PAY "ONE HUNDRED AND XX / 100 $ 100.00
i '�. '.. wl
F:- l�fj}'i�rf '- i7L.
TO THE NCDENR-WATER RESOURCES
ORDER OF ANIMAL/DISCHARGE/NON DISCHARGE
.;
1617 MAIL SERVICE CENTER
RALEIG'H^ /N�? 6 9 _'

Excavation
Areas
Area 1
11.44 Acres
Area 2
3.50 Acres
Area 3
11.80 Acres
Area 4
11.50 Acres
TOTAL
38.24 Acres
Category
Affected Acreage
New Haul Roads
2.94 Acres
Existing TRM Haul Roads
1.81 Acres
Mine Excavation
38.24 Acres
Unexcavated Buffer
7.63 Acres
Total Affected Area
50.62 Acres
Total Permitted Area
64.00 Acres
LEGEND
PROPERTY LINE
PL PL -
EXISTING PERMIT BOUNDARY
SILT FENCE^x
x'"�'
WETLAND BUFFER
1
WETLANDS
u
CREP EASEMENT BUFFER
l-1 7- r ('
CREP EASEMENT
EXISTING POND
t :`
BLUE LINE STREAM
BLUE LINE STREAM BUFFER
_.._.._.._.._.._.._.._.._.._.._..-
EXISTING HAUL ROAD
PROPOSED NEW HAUL ROAD
are � sa2r7ca5 1 vn r'r rK N
CONSTRUCTION ENTRANCE
PROPOSED MINING BOUNDARY
N
PROPOSED PERMIT BOUNDARY
EXISTING TREE LINE
ILI
Bear Park, LLC
0 Stokes Road
Parcel Number: 51939
NC Pin: 4750833806
'MLUAM G. BLOUNT
DB 110, PG 7
MB 35, PG 142
PIN:4750717936
Q
Blount Pit Overall Smite - 64.00 Acres
/M1 b°x x Troy li Porker
NC Plim
09
V� \ \ ati99 r a
�t a
,S�coffNC PIN:
�„ T Y5 Parker\
'` � •'.t a•/ 6 p �b �� 4750937928
Oa, Good.
Smith
NC Flo:
d, x A�^
Bear Park, LLC '� spoP�e x �b
0 Stokes Road
Parcel Number: 51939
NO Pin: 4750833806
PROPOSED
/�
PERMIT /'a '� - a Dew a undo Teel
BOUNDARY /•'a 3415 Otl mb Flood 08
NC PI Number. 10855
- :x - Ta - m -.x - :e --�� " PROPOSED ? NC Pm: Q8003/45
3
PERMIT
PROPOSED BOUNDARY - PL
PERMIT �'1 PL PL _ PL
BOUNDARY PL P
P
.y
tlweabgd .
nr Bs� L
Tar River Mining, Inc. O
Existing Permit Area 10
O N
Z Z
vc� m
QGENERAL NOTES
L DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
W V=8.0203- T, WHERE V IS VOLUME (OF), O IS PUMP FLOW RATE
(GPM), AND T IS DEATERING TIME (HRL USE MAXIMUM FLOW RATE OF
1000 GPM AND A MINIMUM DEWATERING TIME OF 2 HOURS.
RISER SHALL BE A NON -PERFORATED, SMOOTH OR CORRUGATED
Z MATERIAL WITH A FLASHBOARD OPTION.
- CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY
V, STANDARD DRAWING 1840.01 AND WITH MATERIAL THAT MEETS THE
SPECIFICATIONS OF ROADWAY STANDARD 1060-14.
m PROVIDE 9 STEEL POSTS OF THE SELF -FASTENER ANGLE STEEL
TYPE. INSTALL STEEL POSTS WITH NO MORE THAN T OF THE POST
P1 APPEARING ABOVE THE GROUND.
Z ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR
OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND
n/ SIDE SLOPES OF THE BASIN WITH 1T STAPLES.
W INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF BASIN
AT INLET AS SHOWN IN THE DETAIL.
USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT
/ DEWATERING BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE
CONFIGURATION AS LONG AS SUFFICIENT VOLUME IS PROVIDED AND
PROVISIONS ARE MADE FOR A NON- PERFORATED RISER PLAN
WDO NOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES REQUIRED
IJ FOR BORROW PIT DEWATERING BASIN
L THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND
I- DEPENDENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS
PROPOSED CONSTRUCTION OPERATIONS.
SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR
APPROVAL PRIOR TO CONSTRUCTION.
PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TO
NV,C:N IuI LVWli1L/ry Ve
DEWATERING BASIN WILL VARY,
AS NECESSARY, BASED ON SITE
CONDITION.
OA
MAXIMUM DEPTH OF W BELOW TOP OF EARTH DIKE.
UNCLASSIFIED ANTI -SEEP COLLAR
-�
N
EARTH MATERIAL
STONE ENERGY
LL
PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF THE
x
COIR FIBER BAFFLE STEEL POSTS
DISSIPATOR
(y
PUMP DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN
4
��
t
ACCORDANCE WITH ROADWAY STANDARD 876.02 FOR OUTLET W/O
VARIABLE
O
DITCH.
TYPICAL SECTION VIEW
..
PROPOSED
PERMIT
PROPOSED
PERMIT
r,R kblPk %/ vs PROPOSED
PERMIT
I :R ¢ ^e"c, BOUNDARY
25
3.50 Acres \
.
�.r
T1 + `Tor
wemthd lklear
1 rr
' PROPOSED
PERMIT
BOUNDARY
Area#1
11.44 Acres PIaMBBd?dWF � %•
WILLIAM G. BLOUNT
DB 836, PG 860
MB 49, PG 68
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OLLIAM G. BLOUNT coNSTRucrKN
DB 110, PG 7 %
MB 35, PG 142
PIN: 4750717936
RIVER ROAD
MINI STORAGE, LLC
DB 1313, PG 225
PIN: 4760114425
EXISTING
FARM
»
WILLIAM G.
IDS 836,
BLOUNT
PG 860
-+
MB 49,
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^a
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^a/
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„a
CROSS-SECTION OF HAUL ROAD
NOT TO ScN-E
25'
ROgOWAY (TYP)
NEWGRP.- �WIpEHflSTPFYIIE
SWiI£ E PMNG FM RMD
CONSTRUCTION SPECIFICATIONS FOR HAUL. ROAD IMPROVEMENTS
1. EROSION CONTROL ITEMS WILL BE INSTALLED BEFORE CONSTRUCTION.
2. WIDEN EXISTING FARM ROAD TO 26 UNLESS ADJACENT TO WETLAND LINES.
3. SIDE SWALES WILL BE GRADED ACCORDINGLY.
4. PERFORM FINAL GRADING AND STABILIZATION OF HAUL ROAD.
5. SEED AND MULCH GRASS -LINED SWALES IMMEDIATELY AFTER STABILIZATION,
PER VEGETATION PLAN.
TEMPORARY SEEDING & MULCHING SPECIFICATIONS
TEMPORARY SEEDING & MULCHING SPECIFICATIONS
(REF. S&EC MANUAL SECTION 6.10)
1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
(REF. S&EC, TABLE 6.10a AND b}.
SPECIES RATE RATE (fielacre�DATES
Rye(Gran) 120 December l-Apd15
August 15 - December 30
Gelman MHIW 40 April l5-August 15
Limestone
10.1D101 47W December 16August 15
FerHizerll0-10.10) 10DO August l5-DecorMerW
Strata Mulch 40M
(NOW:
N W: wilt m 75 set coverage and must be anchored with tack, tied down,
or eedy straight)
2. RESEED REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
n
CROSS-SECTION OF EXCAVATION AREA
NOT TO ..
2F MIN. UNDIST. BUFFER
ZY MIN. UNDIST. BUFFER
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED.
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN.
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA-
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN,
AND RE -VEGETATE IN ACCORDANCE THE MINE RECLAMATION PLAN.
STONE CHECK DAM DETAIL AS NEEDED IRIP-RAP APRON DETAIL AS NEEDED
.To.
A
n> F.
A
nPRxP ��
SECTION A - A
L•TxE UIeTPXCE euCx TNTMNR e
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 CHANNEL
SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE
SAME ELEVATION OF THE TOE OF UPSTREAM DAM.
PERMANENT SEEDING & MULCHING SPECIFICATIONS
(3 PpMSjCT5EEDING& MULCHING SPECIFICATIONS
(REF, SbEC MANUAL SECTION SAIL)
1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND
PLOWED
SEEDBED H LIME SHOULD BE APP SHALL BE
WITH EQUIPMENT THAT PROVIDE
PROVIDE
THE SgAL ERIOR TNIO 9EIEDINGME AND FERTILIZER SHOULD BE INCORPORATED INTO
2. THE FOLLOW NG ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
(REF. EC,TABLE6.11ty
Items RATE tlbslacre) DATES
CGmron B.dagrase 10 r
Pens:».Ia Baltigrass 50 -{ April 1 -July 15
Santos Lmpedeza 30 L
Nurse Plant- German MNet 10 A dl 15 -August 15 must 15
Nurse Plant -Rya (Grain) 25 PdBr IO AP^116and After
EeN�rizxuaii-mas- 4500
SVD. Nukh 40M
(Note: Minimum 75% coverage and must be anchored with Ock tied doom. or disk
with Nades set nearly straight)
3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
4. Gft MN STRAW SHALL BE APPLIED OVER SEEDED AREA SASMULCII� NO BARE
GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED.
ANCHOR MULCH WITH APHALT TACK, NETTING, OR BY CRIMPING WITH A DISK WITH
BLADES SET NEARLY STRAIGHT.
PS
PIPE SLOPE•o.3o% T
NCWT CtA55 B t4Ea s-)
HONWOVEN
EROSION CONTROL
FILTER
STONE
FABRIC
ONAtAYEROF4-
NCDOTes OR%57
STONE
SECTION
RIP~ APRON ENERGY DISSIPATER CALCULATION TABLE
RgHiap Pipe Dla. Plpe SW, Length
Upham Downstream at...
Locations
Yadm Who Ihs"ess
CROSS SECTIONAL VIEW
TEMP. DIVERSION
6' TYP.
AS NEEDED
W TOP AND BOTTOM :i
U sIAPND SNALL BE q� :.-•,;;.
10 GAUGE MIN
Z.. .. . r,:F•
ULI FILTER FABRIC
LL
J/^FILTER FABRIC
U) �-
COMPACTED FILE
EL NOTES:
C USE WIRE A MIN OF 3T IN WIDTCH B
L AND WITH A MIN. OF 6 UNE WIRES
W WITH 12- STAY SPACING. 4 STEEL POST Z DEPTH
USE FILTER FABRIC A MIN OF 36' IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRE AS DIRECTED.
PROVIDE FSTEELPOSTOFTHESELF-
FAGTFNER AaV L F CTFFI TVPG ANGLE
STEELTYPE.
SILT FENCE OUTLET
NOT TO SCALE
12.OF AT SILT PENCE WASHED STON try
V'MIN.
(R C ABB B
EROSION CONTROL SILT FE
STONE NCE SILT FENCE
�QOf STONE
T MIN. FILTER
GRWNDLNE FABRF
TOP VIEW
CROSS SECTION
SILT FENCE I- to -I SILT FENCE
8'MIN.
FRONT VIEW
GRAVEL CONSTRUCTION
NOT TO SCALE
/
51'
Pa l
FA
01C
T4' WASHED -
STORE
NOTES:
1. AGGREGATE SIZE -USE 2 TO 3 INCH WASHED STONE
2. DIMENSIONS OF GRAVEL PAD- ,K
THICKNESS: 61NCHES MINIMUM
WIDTH: 12 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS
OF THE VEHICULAR ENTRANCE AND EXIT AREA:
WHICHEVER IS GREATER.
LENGTH: 60 FEET (MINIMUM)
3. LOCATION -LOCATE CONSTRUCTION ENTRANCE AND EXIT TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES.
AVOID STEEP GRADES AND ENTRANCES AT CURVES.
BARN H 1 LL
CONTRACTING
COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROCKY MOUNT, NORTH CAROLINA 27804
OWNER: Barnhill Contracting Company
PROJECT: WBS 34411.3.R7 T.I.P. NO. R-2250
COUNTY: Pitt Contract Number: C-203609
SCALE: 1 as = 300,
DATE: 5/30/2016 Sheet: 1 of 4
DRAWN BY: Brent Caudle Certification No: 3859
iI i-.TL�.
I� � 4 d / 1 ( N e 1 e I I •.. R1 r; 1.. � .p (4 y NT 1 I, i t 11 1 1 7 S I i Oi j.

%
1214.! 'J tYl 'v �a.�._. _
CROSS-SECTION OF HAUL ROAD
Category
Affected Acreage
Mine Excavation
11.44 Acres
Unexcavated Buffer
2.42 Acres
Haul roads
2.00 Acres
Total Area
15.86 Acres
LEGEND
PROPERTY LINE - PL - PL - PL _
PROPOSED MINING BOUNDARY
SILT FENCE x X
WETLAND BUFFER H y W W
WETLAND BUFFER
BLUE LINE STREAM
BLUE LINE STREAM BUFFER
EXISTING HAUL ROAD
PROPOSED NEW HAUL ROAD
PROPOSED MINING AREA
UNEXCAVATED BUFFER
J GENERAL NOTES
Q DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
V .8.0203.0 - T, WHERE V IS VOLUME (CF), O IS PUMP FLOW
�. RATE (GPM), AND T IS DEATERING TIME (HRJ USE MAXIMUM
FLOW RATE OF low GPM AND A MINIMUM DEWATERING TIME
W OF 2 HOURS.
0 RISER SHALL BE A NONPERFORATED, SMOOTH OR
Z CORRUGATED MATERIAL WITH A FI-ASHBOARD OPTION.
CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH
ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL
Q. 0.14.
THAT MEETS THE SPECIFICATIONS OF ROADWAY STANDARD
/�1 06
ED PROVIDES' STEEL POSTS OF THE SELF -FASTENER ANGLE
(D (\ STEEL TYPE. INSTALL STEEL POSTS WITH NO MORE THAN 3' OF
THE POST APPEARING ABOVE THE GROUND.
Z ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WINE
OR OTHER ACCEPTABLE MEANS AND STAPLED INTO THE
BOTTOM AND SIDE SLOPES OF THE BASIN WITH 12' STAPLES.
W INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF
BASIN AT INLET AS SHOWN IN THE DETAIL.
USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT
DEWATERING BASIN AS A GUIDE. THE BASIN MAY HAVE ANY
TYPE CONFIGURATION AS LONG AS SUFFICIENT VOLUME IS
W PROVIDED AND PROVISIONS ARE MADE FORA
Q NON -PERFORATED RISER.
DO NOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES
REQUIRED FOR BORROW PR DEWATERING BASIN.
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND
DEPENDENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS
PROPOSED CONSTRUCTION OPERATIONS.
SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR
OAPPROVAL PRIOR TO CONSTRUCTION.
X PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING
N BASIN TO A MAXIMUM DEPTH OF 6' BELOW TOP OF EARTH DIKE.
L0 PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET
OF THE PUMP DISCHARGE HOSE AND OUTLET OF THE RISER
00 BARREL IN ACCORDANCE WITH ROADWAY STANDARD M.02
FOR OUTLET WIO DITCH.
I EARTH MATERIAL f
z x COIR FIBER RAFFLE
VARIABLE
9.
M Ld TYPICAL SECTION VIEW
PROPOSED
PERMIT
RnI IAIr)ADV
ANTI -SEEP
NOTE: ACTUAL LOCATION
OF DEWATERING BASIN
WILL VARY, AS NECESSARY,
BASED ON SITE CONDITION.
STONE ENERGY
POSTS I DISSIPATOR
Area 1 - 15.86 Acres
PROPOSED
PERMIT
01%1 IAIrsA I-)V
Nor Tn 8.
25'
ROADWAY (TYP)
NEW GFPaaYX� yAGEN lF T
swore awsnXG muG
CONSTRUCTION SPECIFICATIONS FOR HAUL ROAD IMPROVEMENTS
1. EROSION CONTROL ITEMS WILL BE INSTALLED BEFORE CONSTRUCTION.
2. WIDEN EXISTING FARM ROAD TO 26 UNLESS ADJACENT TO WETLAND LINES.
3. SIDE SWALES WILL BE GRADED ACCORDINGLY.
4. PERFORM FINAL GRADING AND STABILIZATION OF HAUL ROAD.
5. SEED AND MULCH GRASS -LINED SWALES IMMEDIATELY AFTER STABILIZATION,
PER VEGETATION PLAN.
TEMPORARY SEEDING & MULCHING SPECIFICATIONS
TEMPORARY SEEDING It MULCHING SPECIFICATIONS
(REF. SBEC MANUAL SECTION 6.10)
1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
(REF. SBEC, TABLE 6.1W AND bF
SPECIES RATE Ilbslacre) DATES
Rye (Grain) 120 December 1 -April 15
August l5-December 3o
German Millet 40 Apri 15-August 15
Limestone
NI= 10-10-1011 475500 December 1 -August 15
Ferbgzer El0.10-10) low August 15-December 30
Straw Mulch 40M
(Note: Minimum 75% coverage and must be anchored wbh tack. test down,
or disk wiN Wades set nearly straight.)
2. OTHER ISRREFER IUZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
TS
PROPOSED
PERMIT
Rnl IAIr)ADV
CROSS-SECTION OF EXCAVATION AREA
2W MIN. UNDIST. BUFFER 25 MIN. UNDIST. BUFFER
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED.
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN.
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN,
AND RE -VEGETATE IN ACCORDANCE THE MINE RECLAMATION PLAN.
STONE CHECK DAM DETAIL
WTTGSWE
BYO+O°O°O+fYO°O�
rreeeYlet YeYYY
•°e+e°r°e°e°
• Ye'ijes�+`e
!re�ensiiaslre0 ..
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 CHANNEL
SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE
SAME ELEVATION OF THE TOE OF UPSTREAM DAM. AS NEEDED
PERMANENT SEEDING & MULCHING SPECIFICATIONS
P6 PERMANENT SEEDING 8 MULCHING SPECIFICATIONS
(REF. W MANUAL SECTION 6.11t)
1. ALL DISTURBED AREAS SHALL BE DRESSED TIO. THE EXISTING TYPICAL SECTION AND
UNIIFORM SEEDBED DEPTH OF �S���H��OULD BE APPLIED WITH PULVERIZED TO OTNgTO WILL PROV DE
THESOILPRIOSRRTTOSEEDINGME AND FERTILIZER SHOULD BE IN RPCTRATED INTO
2. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
(REF. 58EC, (ABLE 6.11t)1
Items RATE 0bslacrek GATES
PensamM BaAgrass 50 April 1-July 15
Sedces Lespaieza W gory 5 q
Nurse Part -Rya GI rand) 2ffet2p5p PRMb1Ap111Wiand After Augustl5
EeNlizer 110 1S_10) a 45pp
Strew MIM 4000
(Note: MYmum 75% doverage and must be anchored with tack, Wed down, or disk
with bustles set near, strdgM.)
3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE
ANNCCHOR MULCH WITH HPHALTITACK, NETTING,IOR BOY CRIMPING NTH AA (DISK ACHIEVED.
BLADES SET NEARLY STRAIGHT.
PS
COMPACTED
RIP -RAP APRON DETAIL
NTS
� • 7 •2?I
•
PIPE SLOPE-:. i
NOWT CU55 B IESPB')
NON -WOVEN
FILTER
STOSIONCptIRCL
FABRIC
ONAL
50RIG/
SCOOT OR"'T
STONE
STONE
SECTION
RIP -RAP APRON ENERGY DISSIPATERCALCULAIION TABLE
Riry p P NDia. Pipe Slope Ls,M Uususs. Guaranis. Starve
Lowlionc Width width mkxness
CROSS SECTIONAL VIEW
TEMP. DIVERSION
6' TYP.
AS NEEDED
AS NEEDED
S' MA%. W/ WE
(6 MA%. WVO WIRIRE)
TOP AND BOTTOM
STRAND SHALL BE , n•`:;!:4" •�� rL+.
10 GAUGE MIN C *. F'^?t3: ,; }i•+"'•":
Z
U-1 WIRE LTER FABRIC
LL
J
FILTER FABRIC FILL
VJ COMPACTED FILL\
NOTES:
C USE WIRE A MIN OF 3Y IN NOTCH
G AND WITH A MIN. OF 6 LINE WIRES
W WITH 12' STAY SPACING. STEEL POST 2 DEPTH
USE FILTER FABRIC A MIN. OF 38' IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRE AS DIRECTED.
PROVIDE 54Y STEEL POST OF THE SELF -
FASTENER ANGLE STFFI TYPE ANGLE
STEEL TYPE.
SILT FENCE OUTLET
NOT TO SCALE
12' OF 051
IUtlii
NttMIN
-
41 L�
Y } C+'•F rRJtfiR
FABRIC
OP VIEW
CROSS
• auevSECTION FENCE I to-- SILT FENCE
rour.•
Lin•E \uiui•.i.oiu1e.eu°uu.uuivuuiooion•uuu°Luloor.uu°uuuueor•°ee..r•.r•u..uee,tERf +
.ioiiiiiiiiPE SIuv11
u050uLuu0uL•0uLor.o8
0r. wr.uou.uror°uuo•°eu°uu°u°
°o.lrYr°oo
Yuu
LLuuuouu A
1'R- MN.
FRONT VIEW
GRAVEL CONSTRUCTION
ENTRANCE DETAIL
NOT TO SCALE
". WASHED_/ '
STONE
NOTES:
1. AGGREGATE SIZE -USE 2 TO 31NCH WASHED STONE
2. DIMENSIONS OF GRAVEL PAO-
THICKNESS: 61NCHES MINIMUM
WIDTH: 12 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS
OF THE VEHICULAR ENTRANCE AND EXIT AREA;
WHICHEVER IS GREATER.
LENGTH: 50 FEET (MINIMUM)
3. LOCATION -LOCATE CONSTRUCTION ENTRANCE AND EXIT TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES.
AVOID STEEP GRADES AND ENTRANCES AT CURVES.
BARNHILL
CONTRACTING
COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROCKY MOUNT, NORTH CAROLINA 27804
OWNER: Barnhill Contracting Company
PROJECT: WBS 34411.3.R7 T.I.P. NO. R-2250
COUNTY: Pitt Contract Number: C-203609
SCALE: 1 ee = 100,
DATE:
5/30/2016
Sheet:
2
of 4
DRAWN
BY: Brent Caudle
Certification
No:
3859
f l'j �:! I-T1w'p III! T •.• .Ir W i51 f.� ,1.•-{.,�.. J nA a - 4 I. 1I rt ,r J� !11 1�. •!14111r I 1 } t I <I lyjlll 11I11 �'.11t it11I 11 '.L...1
p (4 S I 1 f 1 �il1A {. i.;l:. I ,. .• '•:y.f-'.I k!: ��t if ... ,..e... ... ... ;`r•

CROSS-SECTION OF HAUL ROAD
PROPOSED
PERMIT
BOUNDARY
Category I Affected Acreage
Mine Excavation 1 3.50 Acres
Unexcavated Buffer 1.04 Acres
Haul Roads & 1.68 Acres
Construction Entrance
Total Mine Area
6.22 Acres
LEGEND
PROPERTY LINE
- PL _ PL
_ PL -
PROPOSED MINING BOUNDARY
SILT FENCE
X
X
WETLAND BUFFER
N W
w W
WETLANDS:
�• ,_.�
_ _.
BLUE LINE STREAM
BLUE LINE STREAM BUFFER
EXISTING HAUL ROAD
f%
PROPOSED NEW HAUL ROAD
PROPOSED MINING AREA
UNEXCAVATED BUFFER
PROPOSED
PERMIT
BOUNDARY
J
GENERAL NOTES
FILTRATION
DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
-OTEXTILE
Q
V • 8.0203 - Q - T, WHERE V IS VOLUME (CF), O IS PUMP FLOW
RATE (GPM). AND T IS DEATERING TIME (HR). USE MAXIMUM
)
FLOW RATE OF 1" GPM AND A MINIMUM DEWATERING TIME
W
OF 2 HOURS.
Cj
RISER SHALL BE A NON -PERFORATED, SMOOTH OR
COIR FIBEF
Z
CORRUGATED MATERIAL WITH A FLASHBOARD OPTION.
CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH
U)
ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL
THAT MEETS THE SPECIFICATIONS OF ROADWAY STANDARD
1060-14.
PROVIDE 5' STEEL POSTS OF THE SELF -FASTENER ANGLE
n
STEEL TYPE. INSTALL STEEL POSTS WITH NO MORE THAN T OF
THE POST APPEARING ABOVE THE GROUND.
Z
ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE
OR OTHER ACCEPTABLE MEANS AND STAPLED INTO THE
BOTTOM AND SIDE SLOPES OF THE BASIN WITH 12' STAPLES.
W
INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF
BASIN AT INLET AS SHOWN IN THE DETAIL.
USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT
EARTH DIKE
DEWATERING BASIN AS A GUIDE. THE BASIN MAY HAVE ANY
TYPE CONFIGURATION AS LONG AS SUFFICIENT VOLUME IS
PLAN
LU
PROVIDED AND PROVISIONS ARE MADE FORA
O
NON -PERFORATED RISER.
00 NOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES
�.
REQUIRED FOR BORROW PIT DEWATERING BASIN.
CL
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND
DEPENDENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS
PROPOSED CONSTRUCTION OPERATIONS.
SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR
it
OAPPROVAL
PRIOR TO CONSTRDCTION.
UNCLASSIFIED
INTO E PT DEWATERING
EARTH MATERIAL
PUMP THE EFFLUENT
�_ x COIR FIBER BAFFLE
A/
T BELOORROWW
EARTH
BASIN TO A MAXIMUM DEPTH OF 6' BELOW TOP OF EARTH DIKE.
DEPTH
Q
L.L
VARIABLE
O
PROVIDE A STONE ENERGY PAD AT THE OUTLET
o
THE PUMP DISCHARGE HOSE AND RISER
,`on
m TYPICAL SECTION VIEW
00
WITH ROAD AYSTANDARD
BARREL IN ACCORDANCE WITH ROADWAY STANDARD BTfi.02
BA
FOR OUTLET W/O DITCH.
F'KUF'UJtu
PERMIT
BOUNDARY
OF DEWATERING BASIN"
WILL VARY AS NECESSARY,
BASED ON SITE CONDITION.
STEEL POSTS
STONE ENERGY
DISSIPATOR
HOT M SU3F
25'
RCADWAY(TYP)
NEw OZAaLNF0� nsee
SW.LLE "ISTING FRAM RdO
CONSTRUCTION SPECIFICATIONS FOR HAUL ROAD IMPROVEMENTS
1. EROSION CONTROL ITEMS WILL BE INSTALLED BEFORE CONSTRUCTION.
2. WIDEN EXISTING FARM ROAD TO 25' UNLESS ADJACENT TO WETLAND LINES.
3. SIDE SWALES WILL BE GRADED ACCORDINGLY.
4. PERFORM FINAL GRADING AND STABILIZATION OF HAUL ROAD.
5. SEED AND MULCH GRASS -LINED SWALES IMMEDIATELY AFTER STABILIZATION,
PER VEGETATION PLAN.
EXISTING GRAVEL
IK
IS G0NS
.n�
WILLIAM G. BLOUNT
DB 110, PG 7
MB 35, PG 142
PIN: 4750717936
TEMPORARY SEEDING & MULCHING SPECIFICATIONS
TEMPORARY SEEDING & MULCHING SPECIFICATIONS
(REF. S&EC MANUAL SECTION 6.10)
1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
(REF. S&EC, TABLE 6.108 AND b):
SPECIES RATE (Ibslaae) DATES
Rye (Grain) 120 December) -April 15
Au,=15'1December 1
German Millet 40 April 15 -August 15
FMINzer(10-10-101 4TW50 December 1 -August 15
Fertilizer 10-10-10) 1000 August 15 -December 30
Straw MuIU 4DOO
Note: Mini um 75 set neap sandaigmust W anchored wills tack, tied down,
or disk 2. RESEED REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER dAMAGE.
(Ts
CROSS-SECTION OF EXCAVATION AREA
NOT TO SCHIF
25' MIN. UNDIST. BUFFER 25' MIN. UNDIST. BUFFER
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED.
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN.
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN,
AND RE -VEGETATE IN ACCORDANCE THE MINE RECLAMATION PLAN.
STONE CHECK DAM DETAIL I RIP -RAP APRON DETAIL
Nor TO nioa
1. ees�e�... _ •e�•7w J.
• v_
e,.;e;•e•;•.ee;;a
sooeeooTloop•
•ooa000aoo•s,
R•s•••ere
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 CHANNEL
SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE
SAME ELEVATION OF THE TOE OF UPSTREAM DAM. AS NEEDED
PERMANENT SEEDING & MULCHING SPECIFICATIONS
pa P IS S& M SEEDING & MULCHING SPECIFICATIONS
(REF. SyEC TIANUAL SECTION 6.11t)
1 PLOWED TO Ap DEPTH OF 5'T E TOP Y SEHALLL BE PULVERIZED TO PROTSECTION
IDE A NAND
ADESUATTE OESTRRULID1NSHME AND FERTILIZER SHOUQLD BE IN�CORPOFNTLLL PROVIDE
THE SOIL PRIOR TO SEEDIN(`.
2. THE FOLLONING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
(REF. S&EC, TABLE 6.11t):
Items RATE (Ibslacre) DATES
Common Bemuda ass 10
Pensacola Bahgays 50 -[ Apol 1 -JUIy 15
Semo. Lotpedo, 30
Nurse Plans- G• nsn Millet 10 A d1155 &qu.�� 15
Nurse Plarri-Rp IGran) �2p5p PdBr to Fpr1115 and After Augustl5
FeNlcoizeo'11h10r��a 4500
Shaw Mum 4000
(Note; Mwenum
% sv age and must bIN,anchored with taut, find down, or disk
with Nadel as s
3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE
ANCHOR MMULCDN WITH APHALT TACK, NETTING,IOR BB CRIMPING WITH AIDISK ACHIEVED.
BLADES SET MARLY STRAIGHT.
PS
NITS
vlvE sLovE-o.ao°tt s
NCDOT cuss B (d50W)
NOr4WOVEN
EROSION CONTROL
FILTER
STONE
FABRIC
ONAIAYER OF 4•
NCDOT"0=
STONE
SECTION
RIPRAP APRON ENERGY DISSIPATER CALCULATION TABLE
Rip4np Poe Do. Pipe Sbpe LenBM Upstwin Downstream Slane
L«ffian. Mdlh width Tuns".
In % it ft it in
CROSS SECTIONAL VIEW
TEMP. DIVERSION
- Z MIN. -
a MAX. WI WIRE
(6'MAX. WWW )
/
TOP AND BOTTOM
w
STRAND SHALL BE
•:.
U
10 WUGE MN.
Z
uj
LL
WIRE FILTER FABRIC
J
FETE
y' COMPACTED FILL\
D_
NOTES:
C
USE WIRE A MIN OF 32' IN NADTCH
L
AND WITH A MIN. OF 6 LINE WIRES
W
WITH 12-STAY SPACING.
1
USE FILTER FABRIC A MIN OF W IN
r
WIDTH AND FASTEN ADEQUATELY TO THE
WIRE AS DIRECTED.
PROVIDE V(1" STEEL POST OF THE SELF -
FASTENER ANGLE STEEL TYPE ANGLE
STEEL TYPE.
AS NEEDED
AS NEEDED
STEEL POST 2 DEPTH
SILT FENCE OUTLET
NOT TO SCALE
/-sILTFENCE
MIS
I
..Mot.
SILT FENCE jz
_
2A FILTER
FABRF
CROSS SECTION
FRONT VIEW
TOP VIEW
GRAVEL CONSTRUCTION
NOT TO SCALE
5T'
PNeppD.M°
Up �
za wasHED
STONE
NOTES:
1. AGGREGATE SIZE -USE 2 TO 31NCH WASHED STONE
2. DIMENSIONS OF GRAVEL PAID.
THICKNESS: 61NCHES MINIMUM
WIDTH: 12 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS
OF THE VEHICULAR ENTRANCE AND EXIT AREA;
WHICHEVER IS GREATER.
LENGTH: 50 FEET (MINIMUM)
3. LOCATION -LOCATE CONSTRUCTION ENTRANCE AND EXIT TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES.
AVOID STEEP GRADES AND ENTRANCES AT CURVES.
BARNHILL
CONTRACTING
COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROCKY MOUNT, NORTH CAROLINA 27804
OWNER: Barnhill Contracting Company
PROJECT: WBS 34411.3.R7 T.I.P. NO. R-2250
COUNTY: Pitt Contract Number: C-203609
SCALE: 1 " = 100,
DATE: 5/30/2016 Sheet: 3 of 4
DRAWN BY: Brent Caudle Certification No: 3859
r __
Th _T r•.,...ar,'..r .. r..:
T 'T �'rti f ,. !• sr 1 m elri 1i 5, �4yl11; 141 I1 T' 1r{'°i.i;.
rJ.
f4t 1.

CROSS-SECTION OF HAUL ROAD
0
PROPOSED
PERMIT
1" 1/ [ III 1 M A P %/
PERMIT
W� BOUNDARY
.. • . • . 50' Undistur
Wetland Bui
Category
Affected Acreage
#4 Mine Excavation
11.80 Acres
#5 Mine Excavation
11.50 Acres
Unexcavated Buffer
4.17 Acres
Haul Road
0.96 Acres
J
GENERAL NOTES
Q
DETERMINE BORROW PIT DEWATERING BASIN SIZE USING
Total Mine Area
28.43 Acres
V .8.0203 - Q- T, WHERE V IS VOLUME (CF), O IS PUMP FLOW
RATE (GPM), AND T IS DEATERING TIME (HR). USE MAXIMUM
FLOW RATE OF 10W GPM AND A MINIMUM DEWATERING TIME
OF 2 HOURS.
LEGEND
RISER SHALL BE A NONIPERFORATED, SMOOTH OR
Z
CORRUGATED MATERIAL WITH A FLASHBOARD OPTION.
CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH
PROPERTY LINE - PL - PL _ PL -
ROADWAYMATERIAL
Q
THAT MEETS THE SPECIFICATIONS OF ROADWAY STANDARD
tO6a14.
PROPOSED MINING BOUNDARY
PROVIDE 6 STEEL POSTS OF THE SELF -FASTENER ANGLE
//�
STEEL TYPE. INSTALL STEEL POSTS WITH NO MORE THAN 3' OF
SILT FENCE X X
1.J
THE POST APPEARING ABOVE THE GROUND.
Z
ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE
WETLAND BUFFER W y W W P P
n/
OR OTHER ACCEPTABLE MEANS AND STAPLED INTO THE
LL
BOTTOM AND SIDE SLOPES OF THE BASIN WITH 12' STAPLES.
WETLANDS.:_;______. __"_:�:
INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF
BASIN AT INLET AS SHOWN IN THE DETAIL
BLUE LINE STREAM
USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT
DEWATERING BASIN AS A GUIDE. THE BASIN MAY HAVE ANY
TYPE CONFIGURATION AS LONG AS SUFFICIENT VOLUME IS
7-1 BLUE LINE STREAM BUFFER, '_ ,_ - F
PROWDEDANOIEDRIS IONS ARE MADE FORA
NON-PERFOMTED RISER
,
�,
88
DO NOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES
EXISTING HAUL ROAD �,`�� l! n
I-
REQUIRED FOR BORROW PIT DEWATERING BASIN
�1
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND
'
LL
DEPENDENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS
PROPOSED NEW HAUL ROAD , ;' ,
�j
PROPOSED CONSTRUCTION OPERATIONS.
SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR
,, ��
PROPOSED MINING AREA i
O
APPROVAL PRIOR TO CONSTRUCTION.
Ai a` TY
LL
PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING
N
BASIN TO A MAXIMUM DEPTH OF 8' BELOW TOP OF EARTH DIKE.
UNEXCAVATED BUFFER
Lo
PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET
OF THE PUMP DISCHARGE HOSE AND OUTLET OF THE RISER
W
BARREL IN ACCORDANCE WITH ROADWAY STANDARD 876.02
FOR OUTLET W/0 DITCH.
EARTH
Z
EARTH MATE)RIAL `
COiR FIBER BAFFLE
VARIABLE
oq
"' in
TYPICAL SECTION VIEW
NOTE: ACTUAL LOCATION
OF DEWATERING BASIN
WILL VARY, AS NECESSARY,
BASED ON SITE CONDITION.
STONE ENERGY
STEEL POSTS I DISSIPATOR
Area 3 & 4 - 28.43 Acres
Bear Park, LLC
0 Stokes Road
Parcel Number: 51939
NC Pin: 4750833806
PROPOSED
PERMIT
QlII IKI I'1A DV Pit
NOT To GGIE
25'
ROADWAY(TYP) I
NEWGW J EXBSiPHIRE
5 NG FNW NMO
CONSTRUCTION SPECIFICATIONS FOR HAUL ROAD IMPROVEMENTS
1. EROSION CONTROL ITEMS WILL BE INSTALLED BEFORE CONSTRUCTION.
2. WIDEN EXISTING FARM ROAD TO 25' UNLESS ADJACENT TO WETLAND LINES.
3. SIDE SWALES WILL BE GRADED ACCORDINGLY.
4. PERFORM FINAL GRADING AND STABILIZATION OF HAUL ROAD.
5. SEED AND MULCH GRASS -LINED SWALES IMMEDIATELY AFTER STABILIZATION,
V PER VEGETATION PLAN.
TEMPORARY SEEDING & MULCHING SPECIFICATIONS
TEMPORARY SEEDING S MUCHING SPECIFICATIONS
(REF. SSEC MANUAL SECTION 6.10)
1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
(REF. S&EC, TABLE 6.10. AND b):
SPECIES RATE (Ihslacre) DATES
Rye (Graln) in December 1 -Api 15
August l5-DecembW30
German Millet 40 Apnl 15 -August 15
Limestone 4000
FedNzer(10-10,10) 750 December l- August 15
Fertilizer 10-1a10 1000 August 15-December 30
Straw Much 4000
(Note:
orr disk WIth bladed set nearly straight.) must be anchored with tack, tied darn,
2. RESEED REFERTIUZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER bAMAGE.
TS
CROSS-SECTION OF EXCAVATION AREA
NOT TO SCALE
25 MIN. UNDIST. BUFFER
25' MIN. UNDIST. BUFFER
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED.
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN.
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN,
AND RE -VEGETATE IN ACCORDANCE THE MINE RECLAMATION PLAN.
STONE CHECK DAM DETAIL
NOT TG PGVE
•o+•+o+a+o+off
NOTES:
(1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO
KEEP WATER FROM CURING AROUND THE DAM.
(2) STONE CHECK DAMS SHOULD BE SPACED IN A CHANNEL
SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE
SAME ELEVATION OF THE TOE OF UPSTREAM DAM. AS NEEDED
PERMANENT SEEDING & MULCHING SPECIFICATIONS
Ps (REF.SSBBEC MANUALNG B MULTIOCH fi 11G SPECIFICATIONS
1. ALL DISTURBED AREAS SHALL BE DRESSEDTOTHE EXISTRRIIIN��GTYPICAL SECTIONAND
UNIIFORM SEEDBED LIME SHOULD BE APPH ED WITH EQ I, ZED O PRO IDE PROVIDE
ADEOSUATE DISTRIBUTION. LIME AND FERTILIZER SHOULD BE INCORPORATED INTO
THE OILPRX)RT SEEDING.
2. THHEEFFOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
Reins RATE (Ibslacre) DATES
Common Bernrudagress 10 r
Pensacoaaft.ss 50 -{ April 1-July 15
Senea cLespdeza 30 L
Nurse Platt -Gammon Mills, 10 A dl 15 A ust 15
Nurse Pant -Rya (Ginn) 25 PdBr to April 1S and After August 15
FeNliu.s,(1a ONjn4 4500
Strew MIIgI 40M
(Note: Mnimum 75%coverage and must be anchored with tack, tied down, or disk
With blades sat nearly ShoughL)
3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. %08ARE
ANCHOR MULCH WITH VISIBLE IN
NE AREA IF
BY CRIMPINGCWITH AIMSK WITH D
BLADES SET NEARLY STRAIGHT.
PS
COMPACTED
RIP -RAP APRON DETAIL
NITS
PIPESLCPE..- T
NCOSIONC SB(4Eo•eT
VEN
EROSION CCNTRCI
FILTER
FILTER
FABRIC
ONAI.0T#ERCTO'
NODORpS]
'TOLE STO
E
SECTION
RIPiW P APRON ENERGY DISSIPATER CALCULATON TABLE
RipRaP Pipe Pa. Pipe Slope U.,th Upafte. OawnsbT. Stone
L..... WMF Monk Thickness
CROSS SECTIONAL VIEW
TEMP. DIVERSION
6' TYP.
AS NEEDED
AS NEEDED
B'MAX.WIWIRE _�
(6' MAX. ww WIRE)
TOP AND BOTTOM
LU STRANDSHALLBE �," y-i •�'". '+ j, 4.
U 10 GAUC£ MW.
Z A
WII- WIRE FILTER FABRIC
h
J_
�♦n� FILTER FABRIC
V / COMPACTED FILL\
NOTES:
C USE WIRE A MIN OF 32' IN WIDTCH
L AND WITH A MIN. OF 6 LINE WIRES
LU WITH 1T STAY SPACING. 4 STEEL POST z DEPTH
USE FILTER FABRIC A MIN. OF WIN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRE AS DIRECTED.
PROVIDE 5'-0' STEEL POST OF THE SELF -
FASTENER ANGLE STEEL TYPE ANGLE
STEEL TYPE.
SILT FENCE OUTLET
NOT TO SCALE
12-01'. SILT FENCE
y Yjf '.SILT FENCE STDNE
MIN.
FILTER
G.U.. !U.�qt.'S �1i S
FATRIC
TOP VIEW
CROSS SECTION
SILT FENCE I to-- SILT FENCE
I++RRR++�+++��NN• • I++.++���N�RRR+\•
-.�••.����++RR+++R+�+• •++��+++R++\��R+ERR •
-1'-8- MIN.
FRONT VIEW
GRAVEL CONSTRUCTION
ENTRANCE DETAIL
NOT TO SCALE
2'3'WISHEp� / '
BTIXIE
)NOTES'
1. AGGREGATE SIZE -USE 2 TO 31NCH WASHED STONE
2. DIMENSIONS OF GRAVEL PAD.
THICKNESS: 61NCHES MINIMUM
WIDTH: 12 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS
OF THE VEHICULAR ENTRANCE AND EXIT AREA;
WHICHEVER IS GREATER.
LENGTH: 50 FEET (MINIMUM)
3. LOCATION -LOCATE CONSTRUCTION ENTRANCE AND EXIT TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES.
AVOID STEEP GRADES AND ENTRANCES AT CURVES.
BARN H 1 LL
CONTRACTING
COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROCKY MOUNT, NORTH CAROLINA 27804
OWNER: Barnhill Contracting Company
PROJECT: WBS 34411.3.R7 T.I.P. NO. R-2250
COUNTY: Pitt Contract Number: C-203609
SCALE: 1 " = 100,
DATE:
5/30/2016
Sheet:
4
of 4
DRAWN
BY: Brent Caudle
Certification
No:
3859
IT t Eli; ;ll r�pl ll 1� Vf 1 (n v