NCG020884_COMPLETE FILE - HISTORICAL_20161107

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
NCG PERMITS
B'HISTORICAL FILE
❑ MONITORING REPORTS
YYYYM M D D

Georgoulias, Bethany
From: Bennett, Bradley
Sent: Monday, November 07, 2016 3:16 PM
To: Georgoulias, Bethany
Subject: FW: 72-25 DWR REVIEW SHEET 2013
Attachments: 72-25 M&L Sand Mine 2016.doc
FYI
Bradley Bennett
Stormwater Permitting Program . I Phone: [phone]
NC Division of Energy, Mineral and Land Resources Fax: [phone]
1612 Mail Service Center Email: bradlev.bennett(a)ncden gov
Raleigh, NC 27699-1612 Web: http://portal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address may be subject to public records laws
From: Tankard, Robert
Sent: Monday, November 07, 2016 3:09 PM
To: Wehner, Judy <[e-mail]>; Bennett, Bradley <[e-mail]>; Scarbraugh, Anthony
<anthony.sca [e-mail]>
Cc: Dumpor, Samir <[e-mail]>; Novak, Gary <[e-mail]>; Pullinger, Robert C
<chris.pullinger@ ncdenr.gov>
Subject: RE: 72-25 DWR REVIEW SHEET 2013
Judy, please find our comments for the above site. Please note that this office is requiring a 1D for the site. Our
comments from the original application indicated that wetlands were present but a JD was not asked for. A site visit
indicated that it appeared that wetlands are on site or shows characteristics of wetlands on site. The site has had the
trees removed, but has not been grubbed.
Our original review also asked for a O&M prior to dewatering. A pump is on site and it appears that the site has
discharged water from the site. Also, based on BIMS, the NCG02 permit is still in review from 2015. The permit has
gone statutory, but BIMS still shows it as in review.
If you should have any questions, please let us know.
Thanks!
Robert
From: Wehner, Judy
Sent: Friday, September 30, 2016 1:56 PM
To: Tankard, Robert <[e-mail]>
Cc: Dumpor, Samir <[e-mail]>; Novak, Gary <gary.nova [e-mail]>; Pullinger, Robert C
<[e-mail]>
Subject:72-25 DWR REVIEW SHEET 2013
Here's the review sheet for the modification of the M & L Mine in Perquimans County.

Print this form to PDF Return PDF of this form to DEMLR CO by email. cc DEMLR RO, DWR SPU. Send a copy to the permittee.
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER RESOURCES
Project Name M & L Sand Mine DEMLR Permit # 72-25
[e-mail]
PERMIT ACTION TYPE: new
r
r
County: Applicant's Email:
YES NO Date Commencinq
Have land disturbing activities
started? Date? r r 2015
Latitude: 36.1552 Longitude:-76.4460
Please return comments to (at DEMLR CO): Judy Wehner
Comments due by: 10/21/2016
SECTION BELOW TO BE FILLED OUT BY DWR:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? yes
Comments: The existing site has characteristics of a wetland. This office is requiring the site to be delineated
for wetlands. Also, require a O&M plan for dewatering.
Watershed/Stream Name & Classification:
DWR Compliance Status of Mine:
Does this mine (or previous owner) have DWR back fees to pay? If yes, amount:
Is this mine an active permit in BIMS? No, it appears that the application was sent in 2015 but never issued.
BIMS indicates the application is still in review!
YES NO
401 Wetland Cart. required?
r
r
401 Wetland Cart. existing?
r Permit #
r
Does DWR RO have enough information to
determine if a 401 certification is required?
r -
Is an O & M Plan needed? YES NO
Are wetlands disturbed at this site?
-
r
Does DWR RO suspect or know of nearby
wetlands to the site?
r
0—
Rnv R.MPmhpr ini❑

Print this form to PDF Return PDF of this form to DEMLR CO by email. cc DEMLR RO, DWR SPU. Send a copy to the permittee.
r .IJD
Is a wetland delineation required prior to
r Consultant
r
DWR issuing the permit?
r Onsite?
8r
Off site?
Stream Determination Needed?
r
r
Stream Determination Completed?
r
r
Does DWR RO need a statement that no
wetlands/streams are disturbed
r •
r
for this project from applicant?
Buffer Determination Needed?
r •
r .
Buffer Determination Completed?
r •
r
Recycle system permit existing?
r • Permit #
r
New Recycle System permit required?*
r
r
Enough information to determine?
Non -discharge permit existing?
r •Permit #
r
r Unknown.
Will wastewaters discharge to HQW waters
r
r' 7Q10
Permittee
with a 7Q10=0?
Flow:
must
determine.
r Has Violation
r O&M Requirements
r HQW/7Q10 Concerns
Does DWR require DEMLR to hold the
r Pay back fees or renew
permit (e.g. so DWR can review it further or
DWR permit
El Other.
r
because DWR requires more information)?
Please describe the reason to
hold the permit:
RO contact:
El Hold Until: JD
Mine must wait to dewater until an O&M plan is
r •This was also checked in
r
approved?
initial mine application review.
Reviewed by:
DWR RO Surface Water: R Tankard Regional Office: WaRO Date: 11/7/2016
RO Aquifer Protection Section:
Regional Office: Date:
Rev Rpntpmhpr 9ntn

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Franklin A. Brown
Brown's Land Developing, Inc.
P.O. Box 651
Hertford, NC 27944
Dear Mr. Brown:
Donald R. van der Vaart
Secretary
April 17, 2015
Subject: General Permit No. NCG020000
M & L Sand Mine
COC NCGO2O884
Perquimans County
In accordance with your application for a discharge permit received on February 20,
2015, 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.
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, and require that you have an approved Pumping Operation
and Monitoring Plan (Pumping 0&M Plan) before mine dewatering discharges occur at
your facility. Discharging mine dewatering wastewater without Pumping O&M Plan
approval will be subject to enforcement action. We understand a Pumping O&M for your
facility was submitted to the Washington Regional Office and approved by Mr. Roberto
Scheller prior to issuance of this permit. If you have any questions about this Plan, please
contact Pat McClain at the Washington Regional Office at [phone].
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.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http://portal.ncdenr.org/web/Ir/land-quality
An Equal opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Mr. Franklin A. Brown
April 17, 2015
Page 2 of 2
This project is located in one of North Carolina's 20 coastal counties. Coastal
stormwater management rules (15A NCAC 2H .1000) may require an additional State
Stormwater Permit (different from the NPDES mining activities discharge permit). Please
contact Samir Dumpor in the Washington Regional Office at [phone] to
determine if you will be required to submit an application for a State Stormwater permit.
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.
If you have any questions concerning this permit, please contact Bethany Georgoulias at
telephone number [phone].
Sincerely,
ORIGINAL SIGNED BY
BETHANY GEORGOULIAS
for Tracy E. Davis, P.E., CPM
cc: Washington Regional Office
Central Files
Stormwater Permitting Program Files
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:llportal.ncdenr,org/web/Ir/land-quality
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO, NCGO20000
CERTIFICATE OF COVERAGE No. NCG020884
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
Incompliance 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,
Brown's Land Developing, Inc.
is hereby authorized to operate a wastewater treatment system and to discharge
stormwater and mine dewatering wastewater from a facility located at
M & L Sand Mine
Wynne Fork Road
Hertford
Perquimans County
to receiving waters designated as Raccoon Creek, a class C; Sw water in the Pasquotank
River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts I,11, Ill, IV, V, VI and VII of General Permit No.
NCG020000 as attached.
This certificate of coverage shall become effective April 17, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 17, 2015.
ORIGINAL SIGNED BY
BETHANY GEORGOLILIAS
for Tracy E. Davis, P.E., CPM
Director, Division of Energy, Mineral and,Land Resources
By the Authority of the Environmental Management Commission

LOCATION MAP:
NCG020884.
Map Scale 1:24,000
Brown's Land Developing, Inc.
M & L Sand Mine
Latitude: 360 9' 22" N
Longitude: 760 26' 48" W
County: Perquimans
Receiving Stream: Raca w Creek
Stream Class: C;Svi
Index No.: 30-6-6-(1) (Pasquotank River Basin)
Facility Location

SAP
Georgoulias, Bethany
From: Edgerton, Thom
Sent: Monday, April 13, 2015 3:57 PM
To: Georgoulias, Bethany
Subject: FW: Mine in Perquimans County 72-25 - NCG020884 -
Attachments: RE: Mine in Perquimans County 72-25 - NCG020884 -
Hello,
Roberto Scheller has approved the 0&M Plan.
Please see the attached and let me know if you need additional information.
Thanks,
Thom
Thom Edgerton, Environmental Engineer
North Carolina Department of Environment and Natural Resources (NCDENR)
Division of Energy, Mineral, and Land Resources (DEMLR)
Land Quality Section (LQ)
Washington Regional Office (WaRO)
943 Washington Square Mall
Washington, NC 27889.
[phone] Phone
E-mail correspondence may be subject to the North Carolina Public Records taw and may be disclosed to third parties. uct.
A

Georgoulias, Bethany
From:
Scheller, Roberto
Sent:
Monday, April 13, 2015 3:10 PM
To:
Edgerton, Thom
Cc:
Novak, Gary; Tankard, Robert
Subject:
RE: Mine in Perquimans County 72-25 - NCG020884 -
Tom:
I have received the O&M plans for M&L Sand Mine, Perquimans County, Permit # 72-25. The plans have been reviewed
and approved by this Office. If you should have any questions on this subject please contact me. Thank you
RL Scheller
Division of Water Resources
Water Quality Regional Operations Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
252-948-3940
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.**
From: Edgerton, Thom
Sent: Friday, April 10, 2015 8:38 AM
To: Scheller, Roberto
Subject: FW: Mine in Perquimans County 72-25 - NCGO20884 -
Hello,
Did you review/approve an O&M Plan for this site?
Thanks,
Thom
Thom Edgerton, Environmental Engineer
North Carolina Department of Environment and Natural Resources (NCDENR)
Division of Energy, Mineral, and Land Resources (DEMLR)
Land Quality Seaton (LQ)
Washington Regional Office (WaRO)
943 Washington Square Mall
Washington, NC 27889
[phone] Phone
E-mail correspondence may be subject to the North Carolina Public Records Law and may be disclosed to third parties. sii

Georgoulias, Bethany
From: Edgerton, Thom
Sent: Wednesday, March 25, 2015 9:30 AM
To: Georgoulias, Bethany
Subject: FW: Mine in Perquimans County 72-25 - NCG020884 -
Attachments: RE: Mine in Perquimans County 72-25 - NCG020884 - ; FW: M&L Sand Pit (Revised
Form)
Hello,
FYI and processing.
Please let me know if I can be of assistance.
Thanks,
Thom
Thom Edgerton, Environmental Engineer
North Carolina Department of Environment and Natural Resources (NCDENR)
Division of Energy, Mineral, and Land Resources (DEMLR)
Land Quality Section (LC)
Washington Regional Office (WARD)
943 Washington Square Mall
Washington, NC 27989
[phone] Phone
E-mail correspondence may be subject to the North Carolina Public Records law and may be disclosed to third parties.

174itVis form to PDF Return PDF of this form to DEMLR CO by email. cc DEMLR RO, DWR SPU. Send a copy to the permittee.
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER RESOURCES
Project Name Griffin Mine DEMLR Permit #
N/a
PERMIT ACTION TYPE: new
YES
❑(
Have land disturbing activities
started? Date? ❑
Latitude: 36.1551 Longitude:-76.4460
72-25 County: Perquimans Applicant's Email:
NO Date Commencing
Please return comments to (at DEMLR CO): Judy Wehner
Comments due by: 3/17/15
SECTION BELOW TO BE FILLED OUT BY DWR:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? No
Comments: Application proposes discharge from mine (NCG 020884).
Watershed/Stream Name & Classification: Pasquotank River Basin, Perquimans River, Raccoon Creek, C.
Sw
DWR Compliance Status of Mine: N/A New Mine Application
Does this mine (or previous owner) have DWR back fees to pay? No If yes, amount:
Is this mine an active permit in BIMS?_Yes NCG permit_
YES NO
401 Wetland Cert. required?
00�
X
401 Wetland Cert. existing?
❑( Permit#
X
Does DWR RO have enough information to
determine if a 401 certification is required?
X
071
Is an O & M Plan needed? YES NO
Are wetlands disturbed at this site?
❑ l
X
Does DWR RO suspect or know of nearby
X
r
wetlands to the site?
Is a wetland delineation required prior to
IF- (IJD
X
DWR issuing the permit?
Consultant
Rnv .q.m.mhp, goi n

e'
Print this form to PDF Return PDF of this form to DEMLR CO by email. cc DEMLR RO, DWR SPU. Send a copy to the permfteb.
r (Onsite?
r (Offsite?
Stream Determination Needed?
❑(
X
Stream Determination Completed?
❑ (
N/A
Does DWR RO need a statement that no
wetlands/streams are disturbed
X
for this project from applicant?
Buffer Determination Needed?
❑/
X
Buffer Determination Completed?
❑(
❑(N/A
Recycle system permit existing?
❑ (Permit #
X
New Recycle System permit required?*
❑ (
X
Enough information to determine?
Non -discharge permit existing?
Permit #
X
EJ ( Unknown.
Will wastewaters discharge to HQW waters
❑(
X 7Q10
Permittee
with a 7Q10=0?
Flow:
must
determine.
( Ha"s Violation
F_J( O&M Requirements
r( HQW/7Q10 Concerns
Does DWR require DEMLR to hold the
❑ ( Pay back fees or renew
permit (e.g. so DWR can review it further or
DWR permit
❑ ( Other.
X
because DWR requires more information)?
Please describe the reason to
hold the permit:
RO contact:
( Hold Until:
Mine must wait to dewater until an O&M plan is
X
approved?
Reviewed bv:
DWR RO Surface Water: RLS Regional Office: WaRO Date: 03/24/2015
RO Aquifer Protection Section: Regional Office: Date:
Rnv Rnnicmhnr 9010

A'4*2'.
Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
NCDENR National Pollutant Discharge Elimination System
Nowrr Gwouw wwrnexe a
Exnroxwevr nwo Ne:nu. Rcewntea
NCG020000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
cettiecate orcov F
e H ouN
to
Permit Assi ed to
nt l
National Pollutant Discharge Elimination System application for coverage under General Perm"if a, l ,
NCG020000: �'rJ
STORMWATER DISCHARGES associated with activities classified as: 2' I fL
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified:
below),,:.
The following activities are also included:
u
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 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 asphalt
operations and/or concrete operations;
Stormwater discharges associated with oil and gas extraction operations; and
Stormwater discharges associated with tourist gem mines
NCDOT borrow pits are covered under 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 (i.e., sand
dredging or dipping operations).
Please contact the NPDES Wastewater Point -Source Group for more information on coverage under this
Please Drint or tvDe 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 Franklin A. Brown Jr. / Brown's Land Developing, Inc.
(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 Land Resources' Mining Permit.)
Signee's Name (as signed for in permit signature at bottom) Franklin A. Brown, Jr.
Street Address 182 Winfall Blvd., PO Box 651
City Hertford State NC _ ZIP Code 27944
Telephone No. 252-426-3655 Email brownslanddeveloping(g outlook.com
Alternate Contact Name Ken Elliott Email (if different) ken(cDkenobx.com
Alternate Contact Telephone (if different) 252-339-9021 _
Page 1 of 8
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NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name M & L Sand Mine
Street Address Wynne Fork Road Tax Mao # 2-0061-0029G
Facility City Hertford State NC _ ZIP Code 27944
Facility County Perquimans
Facility Contact Ken Elliott / Elliott Consulting
Telephone No. 252-339-9021 Fax: [phone]
Contact E-mail ken(o)kenobx.com
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From Perquimans River Bridge, travel south 1.25 miles on
US 17 Bypass turn left on Wynne Fork Rd (SR 1338)site is 1.5 miles on the left, lust past Skinners Rd.
4) Latitude 360 09' 21.90" N Longitude 76° 26' 47.87" W (degrees, minutes, seconds)
Permits:
5) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility Date operation is to begin: April 2015
❑ Existing Date began mining:
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 1442
7) Provide a narrative description of the types of minerals mined at this facility:
8) Is this mine an inactive mine site?
X No
❑ Yes If yes, do you possess an "Inactive Renewal' from DEMLR and notified the Regional Office
Stormwater Permitting Program (SPP) or have you certified to the SPP that the site has been
stabilized? ❑ No ❑ Yes
9) Does this facility already have a valid Mining Permit from the Division of Energy, Mineral and Land Resource:
(DEMLR) [formerly DLR]?
X No If No, please indicate the status of the Mining Permit application: _Applying for permit now.1�i�
❑ Yes If yes, please provide the Mining Permit number: Please also provide a
copy of your DEMLR Mining Permit with this application.
10) Does this facility have any other NPDES permits?
X No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
Page 2 of 8
SWU-NCG02-NOI Last revised 6/24114

NCG020000 N.O.I.
11) Are you applying for a mining permit in the same location as a previously permitted mine?
X No
❑ Yes If yes, specify permit number and name if known:
12) Does this facility have any Non -Discharge permits (ex:.recycle permits)?
X No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
13) Does total area of this mine site include ready -mix and asphalt areas?
X No
❑ Yes If yes, do they have NPDES stormwater permits (if owned by the same company)? ❑ No ❑ Yes
(provide permit number )
If not owned by the same company, who is the owner?
14) Will this mining operation precede development activities at this site?
X No
❑ Yes
15) Is this mine located within one of the 20 Coastal l Counties and will it add more than 10,000 ft2 of imperviou:
surface?
X No
❑ Yes If yes, you may be required to apply for an additional state stormwater permit, Check with your local
Regional Office. See contact information and checklist below.
16) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan Water
supply Watersheds?
X No
❑ Yes If yes, what size stream buffers are included on site? ft. Please show buffers in site plans.
If yes, please include information and plans showing diffuse flow through buffers as required.
Discharge Points, Receiving Waters & Wetlands:
17) 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 end up in? Raccoon Creek to Perouimans River
If the site stormwater discharges to a separate storm sewer system, name the operator of the, separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). NA
Receiving water classification (if known): Raccoon Creek — C. Sw
Note: Discharge of industrial wastewater to receiving waters classified as WS-11 to WS-V, or SA, must
be approved by the Div. of Water Resources, or Div. of Marine Fisheries. If DWR or DMF does
not approve, coverage under NCG020000 cannot be granted. 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 the NCG02 General Permit.
18) If your facility has wastewater discharges and they are to HWQ and/or PNA waters (Primary Nursery Areas)
waters, what is the proposed flow rate? (See
http //www.ncdmf.nettmaps/FNA maps/index.html, for map)
Page 3 of 8
SWU-NCG02-NOI Last revised 6124114

NCG020000 N.O.I.
19) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Onsite: Stormwater: Mine dewatering: 1 Process Wastewater Overflow:
Offsite: Stormwater: Mine dewatering:_ Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges:
Overflow fresh water from 0.25 acre sediment pond water originating from dewatering adiacent sand mine
a) Is your mine dewatering and discharging? (Answer only if you are dewatering)
❑ No
X Yes If yes, where to? —Surface Waters and/or Wetlands (on -site or off -site)
X Other (on -site or off -site) Describe: Irrigation ditch to Raccoon Creek
b) Are you dewatering but not discharging? (Answer only if you are dewatering)
X No
❑ Yes If Yes, please explain how you are dewatering, and where that water will be directed:
20) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
X No
❑ Yes
Note: 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 (O&M) Plan that has been approved by the
Division.
For sites that may drain wetlands — approval of a Pumping O&M plan may be required prior to
coverage under this general permit. The Pumping O&M Plan should be submitted to the
appropriate Regional Office and 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 end of document. Contact your local Regional Office for questions specific to your mine.
21) If you are dewatering, are there wetlands or surface waters within 400' of the mine pit perimeter?
X No
❑ Yes If yes, what distance are they from the mine pit perimeter? feet.
22) Have you been required to obtain a 404/401 Certification permits?
X 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 4 of 8
SWU-NCG02-NOI Last revised 6/24114

NCG020000 N.O.I.
23) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
X No ❑ Yes If yes, please attach to application submission.
Stormwater BMPs:
24) Does this facility employ any best management practices for stormwater control?
X No ❑ Yes If yes, please briefly describe:
25) Does this facility have a Stormwater Pollution Prevention Plan?
X No ❑ Yes
If yes, when was it implemented?
26) Will vehicle maintenance activities occur at this facility?
X No ❑ Yes
Wastewater Treatment Facilities:
27) Will mine dewatering discharges occur?
❑ No
X Yes
28) Will discharges of overflows from process wastewater treatment systems occur?
X No
❑ Yes If yes,
a. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the chemical additive
Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina:
b. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
29) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
X No
❑ Yes
30) Is your facility washing mined materials?
X No
❑ Yes If Yes, are you discharging this water?
Page 5 of 8
SWU-NCG02-NOI Last revised 6/24114

NCG020000 N.O.I.
Other:
31) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of
How is material stored: _
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
32) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? See permit
text for secondary containment requirements.
X No
❑ Yes
33) Does your site have an active landfill within the mining permit boundary?
X No
❑ Yes If yes, specify type: ❑ LCID ❑ Other:
Final Checklist:
This application will be returned as incomplete unless all of the following items have been included and
initialed for. Please show that the following required information has been included by initialing in each
space below.
Fee of $100 made payable to NCDENR.
Completed application and all supporting documents.
Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.
Copy of a county map or other general location map that shows the mining site and nearest major roads.
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.
2 copies of large-scale (minimum 24" x 36") site plan with topographical lines with all outfalls, applicable
buffers and wetlands clearly delineated, and 100-year flood plain line if applicable.
,JH A copy of your DEMLR mining permit.
dh A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 23 above.
A line drawing of the water flow through the facility. A pictorial description of the nature and amount 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. Regional Office Contact: _Thom Edgerton
Page 6 of 8
SWU-NCG02-NOI Last revised 6/24/14

NCG020000 N.O.I.
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 O&M Plan (see below
for contact information). You may be required to provide an approved Pumping O&M plan prior to
NCG02 issuance.
_2 copies of detailed Full Size Plans (at least 24" x 36") delineating areas on the plans and listing
acrea a (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 & 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 Pumping O&M Plan.
Regional Office Contact: Date contacted:
-OR-
1 will not any impact nearby wetlands, surface waters or groundwater by dewatering.
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).
33) 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, slate, 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. 1 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.
Page 7 of 8
SWU-NCG02-NOI Last revised 6/24/14

NCG020000 N.O.I.
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 NaKe 01 Person Signing: Franklin A Brown Jr
Title:
of Applicant)
January 28, 2015
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
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 the issuance of an NPDES permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville. Office ...
[phone]
Raleigh Office ........
(919) 7914200
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
707-9200
Page 8 of 8
SWU-NCG02-NOI Last revised 6/24/14

19638
BROWN'S LAND DEVELOPING, INC. i1W"� R&M GgawBmk Q.—
P.O. BOX 651
HERTFORD, NC 27944 68-518-514
[phone] ,2/19/2015
`o
NCDENR $ **100.00
ndred and 00/100,*,..,.«........................»»,.,.,.....,.,....,.,,,.,,,,.,.,,,,,,.«,,,,.,,,«.,,.«,«.«,.«,.,,. DOLLARS
y
NCDENR
1612 Mail Service Center f" 8
Raleigh, NC 27699-1641
d AUTHORIZED SIG TUBE
uc�` a � ,

FLLIOTT CONSULTING
February 14, 2015 RECEIVED
NC Department of Environment and Natural Resources
1 � 2 � 2a15
Division of F nergy, Mineral and Land Resources
Land Quality Section UENR'LAAIp QUALITY
1612 Mail Service Center STGR"ATER PERMITTING
Raleigh, NC 27699-1612
To Whom It May Concern:
Phis alining and NPDES Pernut application is a request to excavate a 6.97-acre pond,
with dewatering, constructed by Brown's Land Developing, Inc., Hertford, NC, on property
owned by Franklin A. Brown, Jr., on Wynne Fork Road, Hertford, NC, in Perquimans County,
Map No. 2-0061-0029G. 'fhe requested permit area is located on wide, flat, sandy farmland
and woodland, and will not present any problems regarding runoff to adjacent areas. 'I'hc
purpose of the excavation will be to serve for recreational purposes by the landowner and
increase the scenic value of the property.
The excavation area will be located geographically 200 feet from the nearest public
highway or dwelling and is accessible only by a private access road. Excavation activities will
be screened from public view on all sides by existing full growth woodland and vegetated sand
berms. Public access to the permit area is limited by private property, and private gated road
access. Therc will be mvumum 25ft wide unexcavated buffers on all sides of the permit area,
and the operator will maintain a minimum 75ft wide undisturbed buffer on all sides of the
excavation area.
Upon receipt of the approved permits from the Perquirrans County Planning and Zoning
Department and NCDENR, Brown's Land Developing, Inc. plans to excavate the pond to an
average depth of 25 feet below natural ground level, and will include construction of proper
cut slopes on all sides of the excavated area, as required in the permit. Reclamation of the
permit area will include grading, leveling, and grassing of all affected areas. The entire process
should be completed within 10 years.
All adjacent landowners have been contacted and made aware of the proposed excavation
operation, and land entry agreements have been obtained. The excavation atca will be well
marked with warning and keep out signs to prevent inadvertent public access.
Brown's Land Developing, Inc. does hereby request approval for this Alining and NPDF'S
Permit, and asks that it be expedited as soon as possible. Brown's Land Developing, Inc.
appreciates your consideration of this mine application.
Sincerely,
Ken Elliott
For Franklin A. Brown, jr., President
Brown's Land Developing, Inc.
PO BOX 112 • AYD1.171"1'. NOR III CAROI.INA • 27916
PIIONI' 252-339-9u21 • FXIAT . KI!N aOKI!Noax-CUiAI

OPERATION AND MAINTENANCE PLAN
SAND MINE DEWATERING AND WATER LEVEL CONTROL STRUCTURE
Operator: Franklin A. Brown, Jr., Brown's Land Developing, Inc., 182 Winfall Blvd., Hertford, NC 27944
Job Location: M & L Sand Mine, Wynne Fork Road, Hertford, NC 27944
County: Perquimans County
Prepared by: Ken Elliott, consulting
Date: January 27, 2015
This plan defines responsibilities for operating, inspecting, and maintaining equipment and structures
used for constructing and dewatering the M & L Sand Mine safely, and that dewatering will not degrade
or negatively impact any wetlands or waters of the state.
Description and Operation of the M & L Sand Mine:
The M & L Sand Mine is a proposed 6.97-acre sand mine excavation operated by Franky Brown, Brown's
Land Developing, Inc., in a 21.52 acre permit area located near the intersection of Wynne Fork Road and
Skinner Road 2.5 miles south of Hertford, NC in Perquimans County. The permit area is on high sandy
farm and woodland owned by Franky Brown, Jr. At this time Mr. Brown is submitting a mining permit
application with the NCDENR Division of Energy, mineral and Land Resources to construct the sand mine
and begin operation in April 2015. Mr. Brown is also submitting an application for rezoning and a
Conditional Use Permit from the Perquimans County Planning and Zoning Department for construction
of this mine.
Sand Mine Dewatering:
It will be necessary to dewater the excavation as it is being excavated to allow the excavating equipment
to enter the excavated area and safely and efficiently remove the sand from the pond bottom. This will
allow for full depth excavation and proper reclamation of the edges of the pond. It is the intention of
Mr. Brown to only dewater the excavation as needed, which will not entail full-time dewatering.
For excavation purposes, dewatering will occur roughly every 30 days which will allow excavating
equipment to remove approximately 150 loads up to ground level where it will be stockpiled for later
use. When the stockpile is depleted from usage, the excavation area will again be dewatered, and
another quantity of sand will be excavated.
The operator plans to construct a 0.25 acre sedimentation pond located 20 feet from the north end of
the main excavation, within the boundary of the final 6.97 acre excavation. The 6 foot deep pond will be
excavated and constructed with 2-ft tall by 10-ft wide sand berms surrounding it which will have full
groundcover installed. Dewatering the main pond will allow for full depth excavation and proper
reclamation of the edges of the pond. It is the intention of Mr. Brown to only dewater the excavation as
needed, which will not entail full-time dewatering.
The operator will install a 6-inch dewatering pump between the 2 ponds at the north end of the main
excavation. Discharge from the dewatering pump will enter the sediment pond on its east side, and
there will be a constructed water height control device (see attached diagram) discharge point located

on the west side of the sediment pond. The discharge point will release clear water to a 20 foot long
constructed riprap-stabilized ditch, leading to existing farm irrigation ditches 0.44 miles to Raccoon
Creek wetlands, thence 1.5 miles to Raccoon Creek, and then 1.3 miles to the Perquimans River (see
attached map for outflow route and discharge point location)
Water will be pumped from the main pond to the sediment pond by a 6in gasoline -powered transfer
pump operating at idle speed. Estimated maximum flow from the pump will be 10,000 gallons/hour. It
is the intention of Mr. Brown to drop the water level in the main pond approximately 20 feet below
natural ground level when needed.
The overflow from the sediment pond will be controlled by a water height control device constructed in
the west sediment pond berm, 1 foot below natural ground level. This control structure will allow water
to flow through the baffle into a 25ft long x 15" wide buried PVC pipe leading west to an existing 6ft
wide irrigation and drainage ditch running north and west 2.0 miles to Raccoon Creek and then 1.3 miles
to Perquimans River. For erosion control, the overflow water will exit the water height control discharge
onto a 20ft long riprap-lined apron in the ditch.
Time and distance will allow all sedimentation to occur to acceptable levels before the overflow water
reaches outfall and then the waters of the State. Water will have to travel a minimum of 150 feet to
reach the overflow point which will give enough surface area to allow sufficient sedimentation to occur.
There will be a minimum 2ft tall berm around the perimeter of the sediment pond to prevent offsite
stormwater from entering the sediment area and damaging sedimentation rates.
Sedimentation and Erosion Control
The closest wetland swamp (Raccoon Creek wetlands) listed with the US Fish & Wildlife Service is
located 1600 feet northwest of the proposed excavation area. Dewatering the M & L Sand Mine should
have no impact on this wetland.
The operator will maintain a minimum 75ft undisturbed area (no disturbance of any kind) inside the
perimeter of the entire permit area. This buffer will be maintained by the operator as pasture with grass
and pine tree ground cover.
In addition there will be a 25ft unexcavated buffer (may contain roadways, stockpiles, and sediment &
erosion control devices) around the entire excavation area, between the excavation and the
undisturbed buffer.
Sediment pond overflow will drain into an existing 6ft wide farm ditch that leads 2.0 miles through field
irrigation ditches to Raccoon Creek and then 1.3 miles to Perquimans River. Overflow into the farm
ditch will be stabilized by riprap installed in the ditch at the overflow (see diagram) to prevent erosion of
the ditch.
All erosion and sedimentation will remain inside of the permit area. During mining operations and
dewatering, the majority of the water leaving the main excavation will remain inside of the permit area

and will only overflow from the sediment pond occasionally. The sediment pond will be approximately
10 feet deep, and there is a sand layer below the bottom of the area. The porosity of the soil under the
sediment pond will allow most of the water pumped into the pond from dewatering to seep back into
the ground naturally. Any excess water overflowing from the sediment pond will flow downstream
through existing irrigation and drainage ditches 2.0 miles towards Raccoon Creek, and then 1.3 miles to
the Perquimans River.
Maintaining the Sediment Pond Overflow Control Structure, Settlement Pond and Ditches
Inspections and maintenance are required to obtain the intended function of safely dewatering the sand
mine, and to maintain the life of any adjacent wetlands or waters of the State. Items to inspect and
maintain during the 10 year life of the mine dewatering permit are:
• Inspect the water control structures regularly, especially following heavy rains and runoff, or
during periods of operation of the structure.
• Remove accumulated debris from the concrete block overflow control structure.
• Inspect the structure for excessive settlement or seepage.
• Inspect all components of the structure, including appurtenances, and repair or replace any
damaged items as needed.
• Inspect embankments, berms and appurtenant structures, and repair as needed.
• Repair any damage to vegetated areas or berms with compacted earth fill, reshaping, sodding,
reseeding and mulching as needed.
• Inspect riprap outlet stabilization structures in ditches regularly, replace dislodged rock as
necessary.
• Promptly repair all leaks in delivery facilities by replacing valves, fittings, gaskets, and worn or
damaged parts.
• Maintain all screens, filters, valves, timers and other electrical and mechanical equipment in
good operating condition, following manufacturer's recommendations
Monitoring the Process and Effects of Dewatering
Analytical and qualitative monitoring of mine dewatering wastewater will be in accordance with the
NCG020000 permit, as follows:
• All ponds in the M & L Sand Mine permit area will be inspected daily by the operator to identify
any abnormal conditions.
• All berms and erosion control and sedimentation control structures will be inspected following
significant (1/2-inch) rainfall events for damages, and all structures will be repaired immediately.
• Special inspections will be conducted immediately following severe storms, vandalism, and
other significant events.
0 Dewatering process will be inspected daily during periods of dewatering the excavation.

• Overflow of wastewater process will be inspected daily during periods of dewatering the
excavation.
• Outflow of dewatering wastewater will be monitored quarterly at the overflow exit stabilization
structure for pH, settleable solids, turbidity, and total flow. Samples will be collected and tested
onsite for pH, and the remainder will be tested for the remaining parameters by a North
Carolina certified lab.
• Rain gauge data will be collected by monitoring rain gauge data monthly and after each rain
event.
Records
Data will be collected as follows:
• Data will be collected from samples taken from the wastewater point source discharge in
operation at the time.
• Point source discharge data: data from the site taken quarterly, date & time, general weather
conditions, pH of sample, status of process at point source, inlet or outlet, other DWQ required
data.
• Visual monitoring of adjacent farmland for potential dehydration during mining or dewatering
activities will take place weekly. Solutions to any degradation caused by any mining activity will
include alteration of dewatering process. DWQ will be consulted as needed; alterations to
process will be recorded.
• Elliott Consulting will maintain the following records in a permanent file at the Elliott Consulting
office at PO Box 112, 202 Elliott Road, Aydlett, NC 27916: a record of all significant actions
taken; as -built drawings; permits; analytical results from sampling; and related material. Copies
of all inspections, monitoring reports and lab analyses shall be provided to NCDEMLR on a
regular basis and as requested.
BMP Conditions
• The permittee will utilize best management practices to ensure that dewatering the M & L Sand
Mine will not degrade or negatively impact any wetlands or waters of the State.
• The permittee shall obtain authorization from the Director of the NCDEMLR prior to utilizing any
chemical flocculants at M & L Sand Mine.
Signed,
L6(_�
Ken Elliott
for Franklin A. Brown, Jr. / Brown's Land Developing, Inc.
January 27, 2015

Water Height Control: Construction Details
NRCS Code 587
M & L Sand Mine
Wynne Fork Road, Hertford, NC
Perquimans County
DESCRIPTION
A structure in a water management system that conveys water, controls the direction or rate of flow, maintains a desired
water surface elevation or measures water. Water height control structure is standard structure used by agricultural and
horticultural farms in North Carolina to raise or lower water height in ditches and ponds per need.
PURPOSE
To convey water from one elevation to a lower elevation within, to, or from a water conveyance system, such as a ditch,
channel, canal, or pipeline designed to operate under open channel conditions. Typical structures: drops, chutes,
turnouts, surface water inlets, head gates, pump boxes, and stilling basins.
CONSTRUCTION (SEE ATTACHED DIAGRAM)
Structure consists of 25' x 15" horizontal PVC plastic outflow pipe running under farm path. A concrete block 4' x 4' box is
attached on the north end of the PVC outflow pipe and has a 6" PVC plastic tee allowing adjustable height of the water
level in the adjacent pond. Water flows through the 6" tee, into the control box, through the buried 15" outflow pipe and
discharges into the outfall ditch.
Overflow ditch is lined with riprap for 20 feet down its length. Existing slopes adjacent to the outfall are heavily grassed
with natural grass and weeds with no erosion present.
MAINTENANCE
Structure will be visually inspected daily during dewatering of the excavation for proper operation. Structure will be
checked and necessary maintenance, including removal of debris, shall be performed after major storms and monthly.
Ken Elliott, consulting
January 15, 2015

PpJD WATER LEE'
SEDIMENTPoW
WATE4 LEVEL
PoPA
EXCAVATION
EDSE
WATER HEIGHT CONTROL DEVICE FOR MINE DE WATERING SEDIMENT POND
M d L SAND MINE
HERTFORD,NC
BROWN'S LAND DEVELOPING, INC.
SIDE VIEW
WATER HEIGHT CONTROL DEVICE DISCHARGE TO OUTFALL DITCH
FOR MINE DEWATERING SEDIMENT POND
M d L SAND MINE
HERTFORD,NC
BROWN'S LAND DEVELOPING, INC.
WA TER VEIWT I 25' X IV BODIED 0.ASTIC OVERFLOW PIPE
CONTROL I,
EXISTING
FIELD
DITCH
BOTTOM A SIDES OF DITCH
LINED WITH¢IMXP
FOR 20'LENGTH
DOWNSTREAM

Discharge Outfall Outlet Protection: Construction Details
Practice Standards and Specifications 6.41, 6.31, 6.15
M & L Sand Mine
Hertford, NC
Perquimans County
6.41 Outlet Stabilization Structure
6.31 Riprap and Paved Channels
6.15 Riprap
Pipe Outlet to Well-defined
Channel
I 0V
sm
Trapezoidal Riprap Channel
Design top width
I
I(1 Design deDih I:p
II �- 11r,(-lur�r al,l__nllr�al� ,Ilil=�'
L Filter layer, gravel
or fabric
Riprap lined apron located at end of mine dewatering overflow pipe to prevent scour and undermining
in existing ditch, and to absorb the impact of the water flow and reduce the velocity to non -erosive
levels, before flow reaches wetlands.
Riprap Apron Size: Overflow pipe discharges directly into well-defined channel. The apron will extend
across the channel bottom and up the channel banks to the top of the bank. Length of apron will be 20-
feet downstream to maintain velocity control of maximum 2.0 feet per second.
Grade: Apron will have zero grade and no overfill at end of apron.
Alignment: Apron will be straight throughout entire length if possible. If curve is necessary to align the
apron with the receiving channel, the curve will be located in the upstream section of the riprap.
Materials: Riprap will consist of a well graded mixture of NCDOT Class A (2" to 6") stone or slag.
Thickness: Minimum thickness of riprap will be 1.5 times the maximum stone diameter.

Filter: Operator plans to install a layer of heavy duty silt fence filter cloth between the riprap and the
underlying soil to prevent soil movement into or through the riprap. Filter cloth will extend to the top of
both channel banks, and edges will overlap 12 inches. Upstream end will be buried 12 inches and
downstream end will be buried if necessary.
Maintenance: inspect riprap outlet structures weekly and after significant rainfall events to see if any
erosion around or below the riprap has taken place, or if stones have become dislodged. Repair all
damage immediately. Maintain all vegetation adjacent to the channel in healthy condition to prevent
scour or erosion during out -of -bank flow. Control weeds and brush growing in the riprap by cutting.
C.
— isZ—
�
Ken Elliott, consulting
January 15, 2015

B00K' 333 PAGE )791
Survey For
Jacob L. White III
Wynne Fork Road
Bethel Township, perquimans County
North Carolina
' Reference: Reed Book 70,. Page 233`8a 236
• Scale 1 Inch = 220 Feet. May 10 &'11, 2007
-� 220, 0' 446' 860' aBa'
Mirk 0. Prvdan, PIS L-3065
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STATE OF NORTI I OAROLINA - CHOWANCOUNTY
1. MARK C PRUDENT CERTIFY THAT THIS MAP WA5 DRAW.I BY ME OR
UNDER MY SUPERVISION FROM AN ACTUAL'SURVEY BY ME ON UNDER
MY SUPERVISIONS DEED DESCRIPTON RECORDED IN DEED BOOK
70 PAGE�23-7 ,_..MAPBOOK
. PAGE PLAT CABINET SLICE -
SNATTHE ERROR OF CLOSURE AS CALCULATED BY LATITUDES AND
DEPARTURES IS I: ioj OO�i '
TNAT,THE BOUNDARIES NOGSURVEYED ARE SHOWN
AS —BR- --OXEN
LINFS PLOTTED FROM !NFCRM0.T ION FOUND IN DEED BOOK
PACE MAP BOOK PAGE _ PLAT CABINET SLIDE.-
THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G S. 4730 AS
AMENDED WITNESS MY HAND AND SEAL THIS �..
DAY-OFI
43NS
50NCyor 1e0'N°
ti
24625-
,LEGEND -
. EIR =.EXISTING IRON ROD
EIP =EXISTING IRON PIPE
• IRS = IRON;RODSET.
(C)•='CONTROL ' '
A = CENTERLINE
Site Map

i N/F y^-_
-N/F
\ ` ,'KIMBELY
S & JASON !'
JACOB L WIfITE III
`
WILLIAMSON
\_ DB 349 DP,285
\`
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`1,
PARCEL MAP
!!11
M b L SAND MINE
\
r
N/F
WYNNE FORK ROAD
BARBARA C COLEMAN
MAP 2- 0
DB 265 DP 245
N/F
4 NNc C
HERTFORD 27944
`\
'(�OSIE SKINNER
PERQUIMANS COUNTY
NC SR 1338
C/O IL€NA S SPELLMAN
WYNNE FORK ROAD \ !
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OPERATOR:
BROWNS LAND DEVELOPING, INC.
60' R/W
i \
N/F
MAP SHOWS ADJACENT PARCEL OWNERS
\ \.
FRANKLIN A BROWN JR
((r
\ \
DB 429 DP 34
MAP BY KEN ELLIOTT, CONSULTING
JANUARY 23, 2015 /
/
1
�
150'�
ADJACENT OWNER
',
NOTIFICATION
;
N/F
/
BOUNDARY
.RUBY S HUGHES
DB 386 DP 309
1
N/F �
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PERMIT BOUNDARY
:\
]ONN H CORPREW JR
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�� ACTIVE MINE AREA !
TRUSTEE \
BOUNDARY
I
DB 383 DP 151,
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DB 218 DP
� N/F
JAMES B SMITH
DB 320 DP 141
N/F�
TIMOTHY JOHN
8 EVELYN CORPREWI
KRISTIN ] CORPREW - N/F
DB 174 DP 873 I BETTY M POWERS
N/F
JOHN H CORPREW JR.-
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DB 375 DP 633
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ADJACENT OWNER
NOTIFICATION
BOUNDARY
N/F
MARY B CORPREW
TRUSTEE
DB 375 DP 627
TED 6 SARAN,S CHAPPELL %
NOTE: THIS MAP IS NOT A CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED
BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS.

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OPERATION AND MAINTENANCE PLAN
SAND MINE DEWATERING AND WATER LEVEL CONTROL STRUCTURE
Operator: Franklin A. Brown, Jr., Brown's Land Developing, Inc., 182 Winfall Blvd., Hertford, NC 27944
Job LocatiomCM & L Sand Mine, Wynne Fork Road, Hertford, NC 27944
County: Perquimans County 14(&flzo$8g
Prepared by: Ken Elliott, consulting 7-L _ Zi DE r1 LP_
Date: January 27, 2015
This plan defines responsibilities for operating„ inspecting, and maintaining equipment and structures
used for constructing and dewatering the M & L Sand Mine safely, and that dewatering will not degrade
or negatively impact any wetlands or waters of the state.
Description and Operation of the M & L Sand Mine:
The M & L Sand Mine is a proposed 6.97-acre sand mine excavation operated by Franky Brown, Brown's
Land Developing, Inc., in a 21.52 acre permit area located near the intersection of Wynne Fork Road and
Skinner Road 2.5 miles south of Hertford, NC in Perquimans County. The permit area is on high sandy
farm and woodland owned by Franky Brown, Jr. At this time Mr. Brown is submitting a mining permit
application with the NCDENR Division of Energy, mineral and Land Resources to construct the sand mine
and begin operation in April 2015. Mr. Brown is also submitting an application for rezoning and a
Conditional Use Permit from the Perquimans County Planning and Zoning Department for construction
of this mine.
Sand Mine Dewatering:
It will be necessary to dewater the excavation as it is being excavated to allow the excavating equipment
to enter the excavated area and safely and efficiently remove the sand from the pond bottom. This will
allow for full depth excavation and proper reclamation of the edges of the pond. It is the intention of
Mr. Brown to only dewater the excavation as needed, which will not entail full-time dewatering.
For excavation purposes, dewatering will occur roughly every 30 days which will allow excavating
equipment to remove approximately 150 loads up to ground level where it will be stockpiled for later
use. When the stockpile is depleted from usage, the excavation area will again be dewatered, and
another quantity of sand will be excavated.
The operator plans to construct a 0.25 acre sedimentation pond located 20 feet from the north end of
the main excavation, within the boundary of the final 6.97 acre excavation. The 6 foot deep pond will be
excavated and constructed with 2-ft tall by 10-ft wide sand berms surrounding it which will have full
groundcover installed. Dewatering the main pond will allow for full depth excavation and proper
reclamation of the edges of the pond. It is the intention of Mr. Brown to only dewater the excavation as
needed, which will not entail full-time dewatering.
The operator will install a 6-inch dewatering pump between the 2 ponds at the north end of the main
excavation. Discharge from the dewatering pump will enter the sediment pond on its east side, and
there will be a constructed water height control device (see attached diagram) discharge point located

on the west side of the sediment pond. The discharge point will release clear water to a 20 foot long
constructed riprap-stabilized ditch, leading to existing farm irrigation ditches 0.44 miles to Raccoon
Creek wetlands, thence 1.5 miles to Raccoon Creek, and then 1.3 miles to the Perquimans River (see
attached map for outflow route and discharge point location).
Water will be pumped from the main pond to the sediment pond by a 6in gasoline -powered transfer
pump operating at idle speed. Estimated maximum flow from the pump will be 10,000 gallons/hour. It
is the intention of Mr. Brown to drop the water level in the main pond approximately 20 feet below
natural ground level when needed.
The overflow from the sediment pond will be controlled by a water height control device constructed in
the west sediment pond berm, 1 foot below natural ground level. This control structure will allow water
to flow through the baffle into a 25ft long x 15" wide buried PVC pipe leading west to an existing 6ft
wide irrigation and drainage ditch running north and west 2.0 miles to Raccoon Creek and then 1.3 miles
to Perquimans River. For erosion control, the overflow water will exit the water height control discharge
onto a 20ft long riprap-lined apron in the ditch.
Time and distance will allow all sedimentation to occur to acceptable levels before the overflow water
reaches outfall and then the waters of the State. Water will have to travel a minimum of 150 feet to
reach the overflow point which will give enough surface area to allow sufficient sedimentation to occur.
There will be a minimum 2ft tall berm around the perimeter of the sediment pond to prevent offsite
stormwater from entering the sediment area and damaging sedimentation rates.
Sedimentation and Erosion Control
The closest wetland swamp (Raccoon Creek wetlands) listed with the US Fish & Wildlife Service is
located 1600 feet northwest of the proposed excavation area. Dewatering the M & L Sand Mine should
have no impact on this wetland.
The operator will maintain a minimum 75ft undisturbed area (no disturbance of any kind) inside the
perimeter of the entire permit area. This buffer will be maintained by the operator as pasture with grass
and pine tree ground cover.
In addition there will be a 25ft unexcavated buffer (may contain roadways, stockpiles, and sediment &
erosion control devices) around the entire excavation area, between the excavation and the
undisturbed buffer.
Sediment pond overflow will drain into an existing 6ft wide farm ditch that leads 2.0 miles through field
irrigation ditches to Raccoon Creek and then 1.3 miles to Perquimans River. Overflow into the farm
ditch will be stabilized by riprap installed in the ditch at the overflow (see diagram) to prevent erosion of
the ditch.
All erosion and sedimentation will remain inside of the permit area. During mining operations and
dewatering, the majority of the water leaving the main excavation will remain inside of the permit area

and will only overflow from the sediment pond occasionally. The sediment pond will be approximately
10 feet deep, and there is a sand layer below the bottom of the area. The porosity of the soil under the
sediment pond will allow most of the water pumped into the pond from dewatering to seep back into
the ground naturally. Any excess water overflowing from the sediment pond will flow downstream
through existing irrigation and drainage ditches 2.0 miles towards Raccoon Creek, and then 1.3 miles to
the Perquimans River.
Maintaining the Sediment Pond Overflow Control Structure, Settlement Pond and Ditches
Inspections and maintenance are required to obtain the intended function of safely dewatering the sand
mine, and to maintain the life of any adjacent wetlands or waters of the State. Items to inspect and
maintain during the 10 year life of the mine dewatering permit are:
• Inspect the water control structures regularly, especially following heavy rains and runoff, or
during periods of operation of the structure.
• Remove accumulated debris from the concrete block overflow control structure.
• Inspect the structure for excessive settlement or seepage.
• Inspect all components of the structure, including appurtenances, and repair or replace any
damaged items as needed.
• Inspect embankments, berms and appurtenant structures, and repair as needed.
• Repair any damage to vegetated areas or berms with compacted earth fill, reshaping, sodding,
reseeding and mulching as needed.
• Inspect riprap outlet stabilization structures in ditches regularly, replace dislodged rock as
necessary.
• Promptly repair all leaks in delivery facilities by replacing valves, fittings, gaskets, and worn or
damaged parts.
e Maintain all screens, filters, valves, timers and other electrical and mechanical equipment in
good operating condition, following manufacturer's recommendations
Monitoring the Process and Effects of Dewatering
Analytical and qualitative monitoring of mine dewatering wastewater will be in accordance with the
NCG020000 permit, as follows:
• All ponds in the M & L Sand Mine permit area will be inspected daily by the operator to identify
any abnormal conditions.
• All berms and erosion control and sedimentation control structures will be inspected following
significant (1/2-inch) rainfall events for damages, and all structures will be repaired immediately.
• Special inspections will be conducted immediately following severe storms, vandalism, and
other significant events.
• Dewatering process will be inspected daily during periods of dewatering the excavation.

• Overflow of wastewater process will be inspected daily during periods of dewatering the
excavation.
• Outflow of dewatering wastewater will be monitored quarterly at the overflow exit stabilization
structure for pH, settleable solids, turbidity, and total flow. Samples will be collected and tested
onsite for pH, and the remainder will be tested for the remaining parameters by a North
Carolina certified lab.
• Rain gauge data will be collected by monitoring rain gauge data monthly and after each rain
event.
Records
Data will be collected as follows:
• Data will be collected from samples taken from the wastewater point source discharge in
operation at the time.
• Point source discharge data: data from the site taken quarterly, date & time, general weather
conditions, pH of sample, status of process at point source, inlet or outlet, other DWQ required
data.
• Visual monitoring of adjacent farmland for potential dehydration during mining or dewatering
activities will take place weekly. Solutions to any degradation caused by any mining activity will
include alteration of dewatering process. DWQ will be consulted as needed; alterations to
process will be recorded.
• Elliott Consulting will maintain the following records in a permanent file at the Elliott Consulting
office at PO Box 112, 202 Elliott Road, Aydlett, NC 27916: a record of all significant actions
taken; as -built drawings; permits; analytical results from sampling; and related material. Copies
of all inspections, monitoring reports and lab analyses shall be provided to NCDEMLR on a
regular basis and as requested.
BMP Conditions
The permittee will utilize best management practices to ensure that dewatering the M & L Sand
Mine will not degrade or negatively impact any wetlands or waters of the state.
The permittee shall obtain authorization from the Director of the NCDEMLR prior to utilizing any
chemical flocculants at M & L Sand Mine.
Signed,
Ken Elliott
for Franklin A. Brown, Jr. / Brown's Land Developing, Inc.
January 27, 2015

Water Height Control: Construction Details
NRCS Code 587
M & L Sand Mine
Wynne Fork Road, Hertford, NC
Perquimans County
DESCRIPTION
A structure in a water management system that conveys water, controls the direction or rate of flow, maintains a desired
water surface elevation or measures water. Water height control structure Is standard structure used by agricultural and
horticultural farms in North Carolina to raise or lower water height in ditches and ponds per need.
PURPOSE
To convey water from one elevation to a lower elevation within, to, or from a water conveyance system, such as a ditch,
channel, canal, or pipeline designed to operate under open channel conditions. Typical structures: drops, chutes,
turnouts, surface water inlets, head gates, pump boxes, and stilling basins.
CONSTRUCTION (SEE ATTACHED DIAGRAM)
Structure consists of 25' x 15" horizontal PVC plastic outflow pipe running under farm path. A concrete block 4' x 4' box is
attached on the north end of the PVC outflow pipe and has a 6" PVC plastic tee allowing adjustable height of the water
level in the adjacent pond. Water flows through the 6" tee, into the control box, through the buried 15" outflow pipe and
discharges into the outfall ditch.
overflow ditch is lined with riprap for 20 feet down its length. Existing slopes adjacent to the outfall are heavily grassed
with natural grass and weeds with no erosion present.
MAINTENANCE
Structure will be visually inspected daily during dewatering of the excavation for proper operation. Stricture will be
checked and necessary maintenance, including removal of debris, shall be performed after major storms and monthly.
Ken Elliott, consulting
January 15, 2015

POND WATER LE
5EDIMENTPGW
POW
EXCAVATION
EDbE
WATER HEIGHT CONTROL DEVICE FOR MINE DE WATERING SEDIMENT POND
M d L SAND MINE
HERTFORD,NC
BROWN'S LAND DEVELOPING, INC.
SIDE VIEW
WATER HEIGHT CONTROL DEVICE DISCHARGE TO OUTFALL DITCH
FOR MINE DEWATERING SEDIMENT POND
M A L SAND MINE
HERTFORO,NC
BROWN'S LAND DEVELOPING, INC.
W eTEe NEINll I 25' % IS' 6LAIGD MStIC OVERiLOwPIPF
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NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Franklin A. Brown
Brown's Land Developing, Inc.
P.O. Box 651
Hertford, NC 27944
Dear Mr. Brown:
Donald R. van der Vaart
Secretary
April 17, 2015
Subject: General Permit No. NCG020000
M & L Sand Mine
COC NCG020884
Perquimans County
In accordance with your application for a discharge permit received on February 20,
2015, 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.
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, and require that you have an approved Pumping Operation
and Monitoring Plan (Pumping 0&M Plan) before mine dewatering discharges occur at
your facility. Discharging mine dewatering wastewater without Pumping 0&M Plan
approval will be subject to enforcement action. We understand a Pumping 0&M for your
facility was submitted to the Washington Regional Office and approved by Mr. Roberto
Scheller prior to issuance of this permit. If you have any questions about this Plan, please
contact Pat McClain at the Washington Regional Office at [phone].
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.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: htto://portal,ncdenr.org/web/ir/
An Equal Opportunity \ Affirmative Action Employer— 50% Recycled \ 10% Post Consumer Paper

Mr. Franklin A. Brown
April 17, 2015
Page 2 of 2
This project is located in one of North Carolina's 20 coastal counties. Coastal
stormwater management rules (15A NCAC 2H .1000) may require an additional State
Stormwater Permit (different from the NPDES mining activities discharge permit). Please
contact Samir Dumpor in the Washington Regional Office at [phone] to
determine if you will be required to submit an application for a State Stormwater permit.
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.
If you have any questions concerning this permit, please contact Bethany Georgoulias at
telephone number [phone].
Sincerely,
for Tracy E. Davis, P.E., CPM
cc: Washington Regional Office
Central Files
Stormwater Permitting Program Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCGO20884
S'rORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Brown's Land Developing, Inc.
is hereby authorized to operate a wastewater treatment system and to discharge
stormwater and mine dewatering wastewater from a facility located at
M & L Sand Mine
Wynne Fork Road
Hertford
Perquimans County
to receiving waters designated as Raccoon Creek, a class C; Sw water in the Pasquotank
River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts 1,11, Ill, IV, V, VI and VII of General Permit No.
NCG020000 as attached.
This certificate of coverage shall become effective April 17, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 17, 2015.
for Tracy E. Davis, P.E., CPM
Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

LOCATION MAP:
N
W+1 -
S
Map Scale 1:24, 000
Brown's Land Developing, Inc.
M & L Sand Mine
Latitude: 360 9' 22" N
Longitude: 760 26' 48" W
County: Perquimans
Receiving Stream: Rac000n Creek
Stream Class: C;Sw
Index No.: 30-6-6-(1) (Pasquotank River Basin)
Facility Location

Edgerton, Thom
From: Georgoulias, Bethany
Sent: Tuesday, November 08, 2016 11:37 AM
To: Bennett, Bradley
Cc: Tankard, Robert; Edgerton, Thom; Dumpor, Samir
Subject: RE: 72-25 DWR REVIEW SHEET 2013
Attachments: NCG020884 COC.docx; NCG020884 coverletter.docx
This mining COC was issued last year: April 17, 2015. Looks like it didn't get the issuance and expiration dates in BIMS,
though. This probably caused problems with its renewal in our database. Bradley, let's follow up on that piece so we
can get BIMS straightened out (and info. to the permittee if necessary).
Here are copies of the cover letter and COC, and I found the official signed copy in the permit files. I also found copies of
email correspondence from Thom Edgerton from April 13, 2015 confirming that Roberto Scheller in DWR approved the
O&M Plan. I neglected to add those event dates in BIMS at the time and have done that. That info. was included in the
cover letter.
Bethany
Bethany Georgoulias
Environmental F..ngineer
Stormwater Program, Division of Energy, Mineral, and Land Resources
N.C. Department of Environmental Quality
919 807 6372 office
bethanv. �),corgou I i as(au)n cden r.aov
1612 Mail Service Center, Raleigh, NC 27699-1612 (mailing)
5 12 N. Salisbury Street, Raleigh, NC 27604 (location)
Website: http://deg.nc.gov/about/divisions/energy-mineral-land-resources/stormwater
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Bennett, Bradley
Sent: Tuesday, November 08, 2016 11:09 AM
To: Georgoulias, Bethany<[e-mail]>
Subject: RE: 72-25 DWR REVIEW SHEET 2013
Sorry,
Yes, it has a pending permit and BIMS indicated it was assigned to you? Sorry for the confusion.

m
Bradley Bennett
Stormwater Permitting Program Phone: [phone]
NC Division of Energy. Mineral and Land Resources Fax: [phone]
1612 Mail Service Center Email: bradley.bennett(oncdenr.00v
Raleigh, NC 27699-1612 Web: http://portal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address may be subject to public records laws
From: Georgoulias, Bethany
Sent: Tuesday, November 08, 2016 10:49 AM
To: Bennett, Bradley <[e-mail]>
Subject: RE: 72-25 DWR REVIEW SHEET 2013
19,
Could you give me a little more background on this one? Is this a mine that still has an NCG02 permit pending? What
our next step, or is any action required at this point from us?
Thanks,
Bg
Bethany Georgoulias
Environmental Engineer
Stormwater Pro. -ram, Division of Energy, Mineral, and Land Resources
N.C. Department of Environmental Quality
919 807 6372 office
bethany. geors:ou I iast7ncdenr. Rov
1612 Mail Service Center. Raleigh- NC 27699-1612 (mailing)
512 N. Salisbury Street, Raleigh, NC 27604 (location)
Website: http://deq.nc.gov/about/divisions/energy--mineral-land-resources/stormwatei,
!'Nothing Compares,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Bennett, Bradley
Sent: Monday, November 07, 2016 3:16 PM
To: Georgoulias, Bethany<[e-mail]>
Subject: FW: 72-25 DWR REVIEW SHEET 2013
FYI
Bradley Bennett
Stormwater Permitting Program Phone: [phone]

NC Division of Energy, Mineral and Land Resources Fax: [phone]
1612 Mail Service Center Email: bradlev.bennettanncdenr.gov
Raleigh, NC 27699-1612 Web: hitp:llportal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address may be subject to public records laws
From: Tankard, Robert
Sent: Monday, November 07, 2016 3:09 PM
To: Wehner, Judy <[e-mail]>; Bennett, Bradley <bradley. [e-mail]>; Scarbraugh, Anthony
<a nthony.sca rbra ugh@ ncdenr.gov>
Cc: Dumpor, Samir <[e-mail]>; Novak, Gary <[e-mail]>; Pullinger, Robert C
<chris. Pullinger@ncde n r.gov>
Subject: RE: 72-25 DWR REVIEW SHEET 2013
Judy, please find our comments for the above site. Please note that this office is requiring a JD for the site. Our
comments from the original application indicated that wetlands were present but a JD was not asked for. A site visit
indicated that it appeared that wetlands are on site or shows characteristics of wetlands on site. The site has had the
trees removed, but has not been grubbed.
Our original review also asked for a 0&M prior to dewatering. A pump is on site and it appears that the site has
discharged water from the site. Also, based on BIMS, the NCG02 permit is still in review from 2015. The permit has
gone statutory, but BIMS still shows it as in review.
If you should have any questions, please let us know.
Thanks!
Robert
From: Wehner, Judy
Sent: Friday, September 30, 2016 1:56 PM
To: Tankard, Robert <[e-mail]>
Cc: Dumpor, Samir <[e-mail]>; Novak, Gary <gary.novak(@ncdenr.gov>; Pullinger, Robert C
<chris.pullinger([e-mail]>
Subject: 72-25 DWR REVIEW SHEET 2013
Here's the review sheet for the modification of the M & L Mine in Perquimans County.
9

NCG020884
Map Scale 1:24,000
Brown's Land Developing, Inc.
M & L Sand Mine
Latitude: 360 9' 22" N
Longitude: 760 26' 48" W
County: Perquimans
Receiving Stream: Raccoon Creek
Stream Class: C;Sw
Index No.: 30-6-6-(1)(Pasquotank River Basin)
&-VOIA
I'
Facility Location

NC
WYNNE
6C
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WOODS
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AFFECTED \\•
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8.74 acs.
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25'w FORMER - r�
UNEXCAVATED BUFFER \
RESIDENCE �J
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1 g+
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0 R s «u"E5 / AREA BOUNDARY
\
OESIDENCE \
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\
1
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iur«
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/
I
I
RESIDENCE
E .011ERS
1,
NOTE: THIS MAP IS NOT A CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED j
BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE 1, I T & S CNAPPELL
LAND DEVELOPMENT REGULATIONS. I 1
I I
6.97 acs.
POND EXCAVATION
�-25'W FORMER
UNEXCAVATED BUFFER
o '
yPS /
�r
AFFECTED
AREA BOUNDARY
8.74 acs.
— 3:1
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— 10, w
FIELD PATH
WOODS
-PROPERTY LINE
PERMIT BOUNDARY
NIP
R MOO"
C/O Z SPELL"W
UNDISTURBED
AREA
\\IF
f A SRCIRI JR
DETAIL
�3:1 POND SLOPE f RECLAMATION MAP
M & L SAND MINE
WYNNE FORK ROAD
B'W X 1'T f MAP NO. 2-0061-00296
VEGETATED BERM l HERTFORD, NC 27944, PERQUIMANS COUNTY
// OPERATOR - FRANKY BROWN, JR.
` BROWN'S LAND DEVELOPING, INC.
182 WINFALL BLVD, HERTFORD, NC 27944
"UT Tas APPELL SCALE: 1IN = 15OFT
MAP BY ELLIOTT CONSULTING
JANUARY 23, 2015
GRAPHIC SCALE
-PROPERTY LINE ((
PERMIT BOUNDARY Ac .Iz^•�^
./ MINE EXCAVATION -- 6.97 AC
BERMS & STOCKPILES -- 0.59 AC
/ PROCESSING AREAS & BUFFERS -- 1.05 AC
/f ACCESS ROAD -- 0.13 AC
TOTAL AFFECTED AREA -- 8.74 AC
UNDISTURBED AREAS - 12.78 AC
TOTAL PERMIT AREA - 21.S2 AC
WOODED AREA -

NC SR 133
WYNNE FORK
60R/W
E
X/P
] CORPREY
/
ORESIDENL-
RESIDENCE \/
I
I
1
flARN I
1
RESIDENCE
"PROPERTY LINE —
PERMIT BOUNDARY
X/F
[ COLEMAN
\ /
NIF
ITE
] wxrz xxx � l
\ / TREE— P \
\ / LINE
22'W X 5'T BERM ` \
EROSION CONTROL
b VISUAL SCREEN
25'W X 225'0071
\ ACTIVE MINE
MAIN ACCESS / '/ / ^Ro.� AREA BOUNDARY f
ROAD / art ' 8.74 acs.
FILM
1
1 BARN
i RES�DENDE
R S MVOIES / /'
NOTE: THIS MAP IS NOT A CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED
BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS.
N/F
E a A HOLLAND
II RESIDENDE
1
I
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I'1 RESIDENCE
11 M/F
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�
PROPERTY LINE
/ 1
PERMIT BOUNDARY
0 / i DEMAT ERING � \
/S< PUMP
/ \
V / \
22'W X 5'T BERM
\ EROSION CONTROL
\
$ X 2 BERM
b VISUAL SCREEN
\ \
CO
EROSION CONTROL
ER
r.
\ 25'W
`
'`
\\ UNEXCAVATED BUFFER
�'oA\
\ \
HAUL ROAD
UNDISTURBED
1
XNL
AREA
�� `
ACTIVE MINE
1
`
AREA BOUNDARY
I
` \1 \\
HAUL
t
ROADt
1
` \
TREE LINE
` 6.72
I
acs.
\
CRESIDENCE
X/P
• POM[RS /
WOODS
M/F
R SKIMMER
C/O I SPELLL
t
INITIAL
`
s
POND EXCAVATION
\ NIP
I
\
I A SRgM xR
c
/
MINE MAP
m�
f
M & L SAND MINE
Dm
1_
I
/'
/
WYNNE FORK ROAD
o
T
f
MAP NO. 2-0061-0029G
1 I
25'w To°/
�HERTFORD, NC 27944, PERQUIMANS COUNTY
1
UNEXCAVATED BUFFER
tc�J
B'W X 2'T BERM
¢RosxoM rnNraoE
� OPERATOR - FRANKY BROWN, 7R.
1
�o�
BROWNS LAND DEVELOPING, INC.
182 WINFALL BLVD, HERTFORD, NC 27944
ACTIVE MINE
NIR
SCALE: 1IN = 15OFT
I / f AREA BOUNDARY
/ MAP BY ELLIOTT CONSULTING
8.74 acs.
7ANUARY 23, 2015
l
HAUL ROAD
f TREE LINE
`
GRAPHIC SCALE
PROPERTY LINE
PERMIT BOUNDARY ,(�
+^<R•+�R
M/F ` \
T & S CMAPPELL
I
MINE EXCAVATION -- 6.97 AC
BERMS & STOCKPILES -- 0.59 AC
PROCESSING AREAS & BUFFERS -- 1.05 AC
WOODS ! / ACCESS ROAD -- 0.13 AC
TOTAL AFFECTED AREA -- 8.74 AC
UNDISTURBED AREAS - 12.78 AC
TOTAL PERMIT AREA - 21.52 AC
I
WOODED AREA -