NCG020856_COMPLETE FILE - HISTORICAL_20151001

STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO.
DOC TYPE
DATE OF
RESCISSION
❑ COMPLETE FILE - HISTORICAL
YYYYM M D D

Permit NGG020856
SOC:
County: Hertford
Region: Washington
Contact Person: Ken Elliott
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Report
Effective: 10/01/15 Expiration: 09/30/20 Owner: Brown's Land Developing Inc
Effective: Expiration: Facility: Joe Towe White Sand Mine
962 S Edenton Road St
Inspection Date: 07/06/2017
Primary Inspector: Peter Susi
Secondary Inspector(s):
Title:
EntryTime: 10:OOAM
Certification:
Hertford INC 27944
Phone: [phone]
Phone:
Exit Time: 11:30AM
Phone: [phone]
Reason for Inspection: Other Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge CDC
Facility Status: 0 Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG020856 Owner - Facility: Brown's Land Developing Inc
Inspection Dale: 07/06/2017 Inspection Type : Compliance Evaluation Reason for Visit: Other
Inspection Summary:
Mine is no longer active and is being reclaimed. Made contact with Ken Elliott (252-339-9021)
Page: 2

Permit NCG020856 Owner -Facility: Brown's Land Developing Inc
Inspection Date: 07/06/2017 Inspection Type : Compliance Evaluation
Reason for Visit: Other
Stormwater Pollution Prevention Plan
yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
0
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
0
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑
❑ ❑
# Does the facility provide all necessary secondary containment?
0
❑ ❑ ❑
# Does the Plan include a BMP summary?
0
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
0
❑ ❑ ❑
# Does the facility provide and document Employee Training?
❑
❑ ❑
# Does the Plan include a list of Responsible Party(s)?
0
❑ ❑ ❑
# Is the Plan reviewed and updated annually?
0
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
E
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
0
❑ ❑ ❑
Comment
Qualitative Monitoring
Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? 0 ❑ ❑ ❑
Comment: one time each quarter
Analytical Monitoring yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? 0 ❑ ❑ ❑
Comment:
Permit and Outfalls yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ E ❑
# Were all oulfalls observed during the inspection? ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑
Comment: mine no longer active and in process of being reclaimed.
Page: 3

r
�h��� OPERATION AND MAINTENANCE PLAN
® SAND MINE DEWATERING AND WATER LEVEL CONTROL STRUCTURE
Operator: Frankie Brown, Brown's Land Developing, Inc., 182 Winfall Blvd., Hertford, NC 27944
Job Location: Joe Towe White Sand Mine, 962 S. Edenton Road St., Hertford, NC 27944
County: Perquimans County
Prepared by: Ken Elliott, consulting
I L Date: November 11, 2013
ill 11 This plan defines responsibilities for operating, inspecting, and maintaining equipment and structures
ll used for constructing and dewatering the Joe Towe White Sand Mine safely, and that dewatering will
not degrade or negatively impact any wetlands or waters of the state.
Description and Operation of the Joe Towe White Sand Mine:
The Joe Towe White Sand Mine is a proposed 3.4-acre sand mine excavation operated by Frankie Brown,
Brown's Land Developing, Inc., in a 6.25 acre permit area located at the intersection of S. Edenton Road
Street and US 17 Bypass in the south Extraterritorial Jurisdiction area of Hertford, NC. The permit area is
on high sandy farmland owned by Joe Towe White, Jr. At this time Mr. Brown is submitting an
application with the NCDENR Division of Energy, mineral and Land Resources to construct the sand mine
and begin operation in December 2013. Mr. Brown has received an approved Conditional Use Permit
from the Town of Hertford Planning and Zoning Department for construction of this mine.
Sand Mine Dewatering:
OV14 The operator plans to construct a 0.26 acre sedimentation pond located 30 feet from the northwest
f n (�.,1Q corner of the main excavation. The 10 foot deep pond will be excavated and constructed with 2-ft tall
1 f �",I� by 10-ft wide sand berms surrounding it which will have full groundcover installed. Dewatering the
�BYY7 main pond will allow for full depth excavation and proper reclamation of the edges of the pond. It is the
I 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 northwest corner of the
PP O main excavation. Discharge from the dewatering pump will enter the sediment pond on its east side,
14J
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 25 foot
;IAA r long constructed riprap-protected ditch, leading to existing farm irrigation ditches and then 0.75 miles
Ol r(1 to Raccoon Creek and 1.4 miles to the Perquimans River (see attached map for outflow route and
discharge point locations).
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. Ap.

® 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
vL r re' to flow through the baffle into a 25ft long x 15" wide buried PVC pipe leading west to an existing 6ft
P wide irrigation and drainage ditch running north and east 1100 feet to Raccoon Creek and then 1.4 miles
Pr
a/ 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.
µ5 There will be a minimum 2ft tall berm around the perimeter of the sediment pond to prevent offsite
�I(_ stormwater from entering the sediment area and damaging sedimentation rates.
Sedimentation and Erosion Control
Sediment pond overflow will drain into a constructed 25ft x 6ft wide feeder ditch that leads 1100 feet
through field drainage ditches to Raccoon Creek and then 1.4 miles to Perquimans River. Overflow into
X the feeder ditch will be stabilized by riprap installed in the feeder ditch at the overflow (see diagram) to
prevent erosion of the ditch.
P All erosion and sedimentation will remain inside of the permit area. During mining operations and
® dewatering, the majority of the water leaving the excavation will remain inside of the permit area and
will only overflow 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 1100 feet towards Raccoon Creek, and then 1.4 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
f mine, and to maintain the life of any adjacent wetlands or waters of the State. Items to inspect and
maintain during the 5 year life of the mine dewatering permit are:
4lpl • 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 Joe Towe White 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
i%�
other significant events.
lei •
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
1
excavation.
® O
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
5u�
Carolina certified lab.
Vi `�rV
Rain gauge data will be collected by monitoring rain gauge data monthly and after each rain
event. CM Ac°^"'2I
A/o J"' -op
Records
Data will be collected as follows:
(7
fvoz-/ 0 Data will be collected from samples taken from the wastewater point source discharge in
operation at the time.
/ O 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.
0

® O 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 NCDWQ on a regular
basis and as requested.
BMP Conditions
• The permittee will utilize best management practices to ensure that dewatering the Joe Towe
White 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 NCDWQ prior to utilizing any
chemical flocculants at Joe Towe White Sand Mine.
Signed,
Ken Elliott
for Frankie Brown / Brown's Land Developing, Inc.
November 11, 2013
•

Ken
From: Barr, John <[e-mail]>
Sent: Thursday, March 3, 2016 10:11 AM
To: [e-mail]
Subject: 2015 Water Withdrawal Report
Franklin A. Brown, Jr./Brown's Land Developing,
In
Joe Towe White Sand Mine
Ken Elliot
PO Box 651
Hertford, NC 27944
January 6, 2016
Facility ID: 0827-0002
RE: Annual Water Use Reporting for Registered Water Users
Dear Registered Water User:
Access Code: 4297
Our records indicate that you have previously registered water withdrawals with the Division of Water Resources (DWR) as required by General Statute
143-215.22H. North Carolina Administrative Code 15A NCAC 02E 0.600 — Water Use During Droughts and Water Supply Emergencies, passed in
March 2007, requires that specific water use data be electronically submitted to the DWR by April 1 of each year for the period of January I" through
December 3 1 " of the prior year. All water users registered or required to be registered with DWR must submit their calendar year 2015 water use
information by April 1, 2016 as established by the General Assembly. If you are currently reporting under the Central Coastal Plain Capacity
Use Area (CCPCUA) rules you are already meeting the requirements outlined above and do not need to do any additional reporting for those
facilities within the CCPCUA.
DWR has developed an online reporting form that will allow users to quickly input their water use for each registered facility. Please use the Facility
ID and Access Code at the top of this letter to access your facilities annual water use report. The direct link to the annual water use reporting system
is:

http://www.newater.orp/wwatr
Information you should have on -hand prior to entering the Annual Water Use Reporting System:
• Number of days water was withdrawn per month in 2015
• Average daily and maximum day withdrawal of water per month in 2015.
• Annual number of days water was withdrawn for each source or pump in 2015.
• Daily annual average of water withdrawn for each water source or pump in 2015.
Please contact DWR if you are unable to complete the electronic form to receive instructions for non -electronic filing.
We appreciate the time and effort this reporting will
have any questions or need assistance completing the
from a public water supply, please let us know.
Sincerely,
Linwood Peele, Chief
Water Supply Planning Branch
take. Please contact John Barr at [phone] or by e-mail at [e-mail] if you
annual water use reporting form. If you no longer operate this facility or purchase your water

3/23/2017 Water Withdrawal and Transfer Registration
W-aTeR W RDITl1 aWaL&.TRanSF@R RQc�sjTRa�r'on Report Bob -it Help ogout
Please visit the help section for specific instructions regarding the completion of the annual water use report. Upon completion, please printout a copy for your records
then submit your report by clicking the submit button on
the navigation bar.
Carolina Division at Waler Resources
MNorth
A
Water Withdrawal Registration
2016
NCDENR
Annual Water Use Report
Section 1: Facility Information
Registrant: Franklin A. Brown, JrJBrown'a Land Developing, In Facility ID:
0827-0002
Facility Name: Joe Town White Sand Mine Facility Type: Mining
County: Peryuimans
Sub -Basin:
Albemarle Sound(12-1)
Malting Address: PO Box 651
Email:
[e-mail]
HertfordNC 27944
,
Contact Person: Ken Elliott
Title:
Consultant
Phone: [phone]
Fax:
888-637.6241
1 Edit Facility Information
Section 2: Withdrawal Information
2-A. Average daily withdrawal and maximum day withdrawal by month in million gallons per day (MGD)
Month N of Days Average Daily
Maximum Day Month N of Days
Average Daily Maximum Day
Used Withdrawal (MGD)
Withdrawal( MGD) Used Withdrawal (MGD) Withdrawal(MGD)
Jan 0 0.000
0.000 Jul 0
0.000 0.000
Feb 0 OA00
0,000 Aug 0
0.000 O.D00
Mar 0 D.000
0.000 Sep 0
0,000 0.000
Apr 0 D.000
0,000 Oct 0
0,000 0.000
May 0 0,000
0.000 Nov 0
0.000 0.000
Jun 0 0.000
0,000 Dec 0
0.000 0.000
(� Edit Monthly Withdrawal Table
2-B. Source Information - Please complete one row for each water withdrawal source. If any of your source information was imported from a previous year, please make sure
you click edit and fill in the information left blank that is needed for the 2016 reporting year.
Source Name Source Type
Average Daily Days Used Pumping Capacity (MGD)
Joe Tows White Sand Mine Pond
0.000 0 0.240 Q1E clij 6 Qgj2a
® Add Ground Source I Q Add Surface Source
Section 3: Discharge Information
3-A. Average daily discharge and maximum day discharge by month in million gallons per day (MGD)
Month N of Days Average Daily
Maximum Day Month N of Days
Average Daily Maximum Day
Discharged Discharge (MGD)
Discharge (MGD) Discharged
Discharge (MGD) Discharge (MGD)
Jan 0 0.000
0,000 Jul 0
0.000 0.000
Feb 0 0.000
O.D00 Aug 0
Joan 0.000
Mar 0 0,000
0.000 Sep 0
0.000 0.000
Apr 0 0.000
0.000 Oct 0
0.000 0.000
May 0 0,000
0.000 Nov 0
0.000 0.000
Jun 0 0,000
0.000 Dec 0
0.000 0.000
j7 Edit Monthly Discharge Table
http://www.ncwater.org/Permits_and_Registration/Water_W ithdrawal_and_Transfer_Registration/reporUview#comments
112

3/23/2017 Water Withdrawal and Transfer Registration \
3-6. Please complete one row for each discharge method. If any of your discharge information was imported from a previous year, please make sure you click etld and fill In
the information left blank that is needed for the 2016 reporting year.
Identifier or Permit Number Discharge Type Average Daily Days Discharged Discharge Capacity
JTW Sediment Pond Overflow Surface Water 0.000 D D.24D 7EdiI ® Dele le
® Add New Diseoarae
Section 4: Sub -Basin Transfer Information
Complete this section only if you withdraw or purchase water that is not returned to the sub -basin from which it was withdrawn.
4-A. Please complete one row for each transfer of surface water from one sub -basin to another. If any of your transfer information was imported from a previous year, please
make sure you click edit and fill in the information left blank that is needed for the 2016 reporting year.
Description of Transfer Source SubAasin Receiving Sub -Basin Transfer Capacity
No Transfers Listed.
® Add New Transfer
4-B. Enter the average daily Ind maximum day surface water transfer amount for each month In million gallons per day (MGD)
a of Days Average Daily Maximum Day # of Days Average Daily Maximum Day
Month Month
Transferred Transfer(MGD) Transfer(MGD) Transferred Transfer(MGD) Transfer(MGD)
Jan Jul
Feb Aug
Mar Sep
Apr Oct
May Nov
Jun Dec
{ Edit Monthly Transfer Table
Do you have any comments?
Operator has completed excavation, has not dewatered pond in 2016, reclamation of pond grounds nearly complete, release from permit expected summer 2017.
13 Edit Camments
http://www.ncwater.org/Permits_and_RegistrationNVater_Withdrawal_and_Transfer_Registration/report/view#comments 2/2

Water Withdrawal and Transfer Registration
http://www.ncwater.org/Pemiits_and_Registration/ Water_ Withdraw...
��T1��lWJJTJMD�R�WBL TjlWffS.F�RyRR@GIS1jRajjtgn Reposeems Naip Lou.
Please vivit the hr ip section for spaci5c murudgns regarding the completion of the annual water use report. Um completion, please pint out a copy for your remms
dten want your report by clicking the suomit baton m the navigation bar.
Nortn Cerolma Division of Vaster Resources
Water wnhdrawel Registreson 2015
NCpEHR Annual Water Use Report
Sept.. 11 Facility lrrfaamation
Rapleba t:
Franklin A. Bmwn, Jr/Browi land Oevelopint; In
.Facility ID:
0927O
Facility Nama:
Joe Towe V&ne Send Mme
Facility Type:
Mining
County:
P.,"nains
Sub -Basin:
Albemarle Sound 112-1)
Mailing Address:
PO Box 651
Email:
ker2kenot eon
Hartford, NC 22944
Combat Person:
Ken Elliot
Title:
Consultant
I Phma:
252- 39-9021
Fax:
888E37E241
I
EOg Fm:uep tnioni;bon
Section 2: WMdrawsl iNormation
I
2 A. Average deiq wrtMmwal
i
arc maximum day Withdrawal by month in million gallons par day (MGD)
M of Days
Avenge Oally
Maximum Day
Month
a of Daye Avaage Daily Maximum Day
Mond, U
Monaad
Wl tindnwal(AGO)
Michel wal(MGD)
Used Wlmdrawal(MGD)
Withdrawal(AGO)
Jan 10
0.150
024D
Jul
5
0.150
0240
Fab 10
0.150
0.240
Aug
5
D150
0.2Q
Ma 15
0.150
0240
Sap
0
0.000
0000
i Apr 15
0.150
0.240
Oct
0
O.00D
13.000
May 10
0.150
0240
Nov
0
0.000
0.000
Jun 10
0.150
0.240
Dec
a
0.000
0000
'�. Edit toonmly windrawte Table
2a Source IMortnehan . Please complete ore row for eam wets withdrawal source. If any of your source information was imported from a pmvious year, please make sure
you dick add and fill in bre iMamanon left blank that is needed for the 2015 rePommi; year.
Source Name Source type Mai Daily Days Used Palencia, Capacity (MGD)
Joe Tows vivi Send Mine Pond 0.150 60 0.240 Edo Depta
kJ Add Glai 5.1W 10 Ayy tuf.. Sopce
Section 3: Oischi Irdomadon
3-A. Average daily discharge and maximum day discharge by month in million gallons pa day (MGD)
Mmtit
eel Daye
Average Daily
Maximum Day
Monts
Discharged
Disciarge(MGD)
Discharge(MGOI
1 Jan
10
0.150
0240
Jul
Feb
10
0.150
0240
Aug
iMa
15
0.150
0240
Sep
Apr
15
0150
0.24D
Oct
May
10
_.. 015)
0240
Nov
Jun
10
0.150
0240
Dac
e of Days
Avaigs Daily
Maximum Day
Discharged
Discharge(I i
Diacharge(ADD)
5
0.150
0 240
5
0.15)
0.240
0
0.000
0.000
0
OIXU
0.000
0
0.DOD
0Ot10
0
0 000
0.000
.7 EJc wrrghq Upierarge Tabie
3-B. Please canplae me row for each dismarge methodd any Al your damage insdmaaon waa imposed hem A Visit s year, please main sae you click edt end AN io
I rtf2 3/31/2016 7:20 AM

Water Withdrawal and Transfer Registration
http://www.ncwater-org/Pennits_and_ Registration/ Water_ Withdraw...
Me interpreted sett blank that is needed for the 2015 reporting year.
Identri or Permit Nampa, Discharge Type Avenge Deily
JTW Sediment Pond Ovemow Surface K2ter D.150
4 Add New (?ischerpe
Sacdon a: Sub-Baaln Transfer Information
Deye Dlschargod Discharge Capacity
80 0240 7Edr, aD Ikha
Complete MIs..h. enly if you withdraw or purchase water that is not returned to Me sub assln ham whlch It wee withdrawn.
4-A. Please complete one cow for each transfer of surface water from we suo-basin td another. If any of your tronafer reformation was Imported from a previous year, please
make sure you dick edit anal fail in Me information lap blank that'. needed for Me 2015 reporting year.
Daecription of Transfer Source S.t Basin Receiving Seb.Beein Transfer Capacity
No Transfer. Lated.
j Artd NewTaugdr
4-8. Enter the svorage daily and maximum day surface water transfer amount for such month in militant gallons par day (MGD)
# of Days Averege Daily
n
Maximum Day Month D of Days Average Daily
Monet
Transferred Trausfar(MGO)
Tnnsfer)MGD) Tansfrred Trivial (MGD)
J.b
Jul
Feb
Aug
Mn
Sep
Apr
Oet
May
Nor -
Jun
Dec
T Fold hlenfbty_Rirlsly Tapk
Do you have any conformal
0 Add CpOnncpbt.
Maximum Day
Transfer (MGD)
o ,.r1) 3/3.1 /2016 7:20 AM

FIELD NOTES -JOE TOWE WHITE SAND MINE
DATE
TASK
LOCATION
TIME PH TEMP
NOTES
PRECIPITATION
2014 3Q
September 29, 2014
SED SAMPLE
SED POND OUTTALL
840A
NO DISHARGE/FLOW
20,89"
2014 4Q
December 30, 2014
SED SAMPLE
SED POND OUTFALL
925A
NO DISCHARGE FLOW
18,03
2015 1Q
March 24, 2015
SED SAMPLE
SED POND OUTFALL
930A 7.03 48F
TURBIDITY 13.5 NTU, TSS 12.2 mg/L, SS <0.1 ml/L
9.90"
2015 2Q
June 30, 2015
SED SAMPLE
SED POND OUTFALL
945A 7.62 83F
TURBIDITY 3.7 NTU, TEE 6.0 mg/L, SS <0.1 ml/L
11.23"
2015 3Q
September 29, 2015
SED SAMPLE
SED POND OUTFALL
815A
NO DISHARGE/FLOW
12.50'=
2015 4Q
December 31, 2D15
SED SAMPLE
SED POND OUTFALL
900A
NO DISCHARGE FLOW
11.79,
2016 1Q
March 31, 2016
SED SAMPLE
SED POND OUTFALL
1000A
NO DISHARGE/FLOW
8.72"
2016 2Q
June 29, 2016
SED SAMPLE
SED POND OUTFALL
845A
NO DISCHARGE FLOW
7,88"
2016 3Q
September 28, 2016
MINING& DEWATERING
COMPLETED, DEWATERING PUMP REMOVED,
MINE SLOPES& PROCESSING AREAS BEING RECLAIMED,
ESTIMATED FULL RELEASE OF MINE PERMIT
IN FALL 2017.

Environmental Chemists, Inc.
envirochem 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
® 710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL 8 CONSULTING CHEMISTS [e-mail]
Elliott Consulting
Date of Report: Jul 14, 2015
PO Box 112
Manteo Report #: 15M-1130
Aydlett NC 27916
Report #: 2015-08254
Attention: Ken Elliott
Customer ID: 11120025
Project ID: Joe Towe White Sand Mine
Lab ID Sample ID:
Collect Date/Time
Matrix Sampled by
15-19461 Site: Sed Pond Outfall
6/3C/2015 9:45 AM
Water Ken Elliott
Test
Method
Results Date Analyzed
Turbidity
SM21308
3.7 NTU 07/02/2015
Lab ID Sample ID: M-1971
Collect Date/Time
Matrix Sampled by
15-19462 Site: Sed Pond Outfall
6/30/2015 9:45 AM
Water Ken Elliott
Test
Method
Results Date Analyzed
Residue Suspended (TSS)
SM2540D
6.0 mg/L 07/06/2015
Residue Settleable (SS)
SM2540F
<0.1 mI/L 07/01/2015
Comment
Reviewed
Report * 2015-08254 Page 1 of 1

E .NVIRONMENTAL CHEMISTS, INC
Analylical & Consulting Chemists NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729
COLLECTION AND CHAIN OF CUSTODY
6602 Windmill Way Wilmington, NC 28405
OFFICE: 910-392-0223 FAX [phone]
CLIENT: Ken Elliott, Elliott Consulting
PROJECT NAME: Joe Towe White Sand Mine
REPORT NO: f hi 11,30 5--ea
ADDRESS: PO Box 112
I
CONTACT NAME: Ken Elliott
PO NO:
A dlelt, NC 27916
I
REPORT TO: Ken Elliott
PHONE/FAX: [phone]
COPY TO:
E-MAIL: [e-mail]
Sampled By: Ken Elliott I SAMPLE TYPE: I = Influent, E = Effluent, W = Well. ST = Stream. SO = Sol[. SL = Sludge. Other:
Sample Identification
Collection)
m
u
e_
g o
o
o
o
o a
u
=
t E
m E
g
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
i
a
z
z
8
_
o
z
_
0
a
=
o
w
o
Joe Towe White Mine -
Sed Pond Outfall
6/30/2015
gySA
o
S3
E
C
P
I
1, 62
X
SS / TSS
G
G
JoeToweWhiteMine-
Sed Pond Outfall
6/3012015
gySA
83� F
E
C
P
t
X
Turbidity
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol end Bacteria must be dechlorinated (0.2 ppm or less) in the field at the time of collection. See reverse for Instructions
Transfer
Relinquished By:
Daterrima I
Received By:
Date/Time
1.
�'-lS'
4 3o rs 3'a9 m
2.r
F
5
)' f3�
Temperature whenRecelvl3d: A`icepted: . 'Reje ted: r _IResampleARe ue ted: . '
Delivered By: Received IS Time:
Comments: _ __ TURNA OUND:

Environmental Chemists, Inc.
0ch7
6602 Wmdmill Way • Wilmington, NC 2&405
[phone] (Lab) • [phone] (Fax)
O
- 710 Bowsertown Road • Manteo, NC 27954
[phone]
ANALYTICAL & CONSULTING
CHEMISTS
NCDENR: DWQ CERTIFICATE #94. DLS CERTIFICATE #37729
Elliott Consulting
Date of Report: Apr 13, 2015
622 Rocky Hock Creek Road
Manteo Report #: 15M-0361
Edenton NC 27932
Report #: 2015-03630
Attention: Ken Elliott
Customer ID: 11120025
Project ID: Joe Towe White Sand Mine
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
15-08388 Site: Shed Pond Outfall
3/24/2015 9:30 AM Water Ken Elliott
Test
Method Results Date Analvzed
Turbidity SM21309 13.5 NTU 03/26/2015
Lab ID Sample ID: M-0690 Collect DatelTime Matrix Sampled by
15-08389 Site- Shed Pond Outfall 3/24/2015 9:30 AM Water Ken Elliott
Test Method Results Date Analyzed
Residue Suspended (TSS) SM25400 12.2 mg/L 03/26/2015
Residue Settleable (SS) sM 2540 F <0.1 ml/L 0312512015
Comment:
Reviewed by: '4''
Report #: 2015-03630 - Page 1 of 1

Analytical & Consulting Chemists
ENVIRONMENTAL CHEMISTS, INC
NCOENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729
COLLECTION AND CHAIN OF CUSTODY
6602 Windmill Way Wilmington, NC 28405
OFFICE: 910-392-0223 FAX [phone]
GS 0
CLIENT: Ken Elliott Elliott Consulting
PROJECT NAME: Joe Towe White Sand Mine
REPORT NO: %ko, 3G/
ADDRESS: PO Box 112
CONTACT NAME: Ken Elliott
PO NO:
A dlett, NC 27916
REPORT TO: Ken Elliott
PHONE/FAX: [phone]
COPY TO:
E-MAIL: ken kenobx.com
Sampled Bv: Ken Elliott SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other:
Sample Identification
Collection
E F
E o n
U
8o
U a
m
t E
U
m
g]
2
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
i
i
u
no
r
os
o
€
x
Joe Towe White Mine -
Sed Pond Outfall
3/2412015
O A
C t Y
E
C
P
7titp Q
X
SS I TSS
G
G
Joe Towe White Mine -
Sed Pond Outfall
3/24/2015
93o A
4S F
E
C
P
X
Turbidity
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinated (0.2 ppm or less) In the field at the time of collection. See reverse for Instructions
Transfer
Relinquished By:
Date/Time
Received By:
Datef inno
1.
l
3-,2 t(--r S7' 21 (.
=� 7 -5 ! IA-
2.
r
3 r
Temperature when Received: epted: ejected: R ample Req ested:
Delivered By: �._S Received B S Date: 25 5 Time: Oo
Comments: TUR ARO NO:

ANNUAL SUMMARY DMR -WASTEWATER
SEND TO CENTRAL OFFICE*
PROCESS MINE/DEWATERING WASTEWATER
GENERAL PERMIT NO. NCG020000
Wastewater discharge monitoring data on this form (including No Flow and No Discharge and Permit Limit Violations) by AL4RCH 1 of each year. If
CERTIFICATE OF COVERAGE NO. NCG020856
FACILITY NAME: JOE TOWE WHITE SAND MINE
PERSON COLLECTING SAMPLES: KEN ELLIOTT
CERTIFIED LABORATORY:_ENVIROCHEM Lab # _DWQ 94
Lab # DLS 37729
LIMIT VIOLATIONS? YES ❑ NO M
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2016
COUNTY: PERQUIMANS
PHONE NO. (_252_)_339-9021
ADD TO LISTSERVE? YES M NO[:] EMAIL: [e-mail]
INDUSTRIAL SAND? ❑ DISCHARGING TO SA WATERS49 ❑
Out , No
"
.
` Date Sample
We
},s.: Collected
y
' .
4Total°Flow
ToLkiis ended
w Pt
Solids �,...
.� Turbidt
!,
�..�•
'Settleable Solids
- -
` H
� r -'
��Fecal Coliforms
MG Sig, .
- m is
NTUza '..
�:..--tuUlzStehdardz-
-'coVtiiiz:4
1
03/30/16 NO DISCH.
NO FLOW
1
06/29/16 NO DISCH.
NO FLOW
1
09/28/16 NO DISCH.
NO FLOW
1
12/28/16 NO DISCH.
NO FLOW
All mines must monitor W W discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
= If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
3 The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, takes, and reservoirs
designated as trout waters; 25 NTU for all lakes and reservoirs, and all salt waters; 50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
4 Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Permit Date: I/l/2010-12/31/2014 Last Revised 02-02-11
Page I oft

I ANNUAL SUMMARY DMR -WASTEWATER I
II SEND TO CENTRAL OFFICE* II
PROCESS MINE/DEWATERING WASTEWATER
GENERAL PERMIT NO. NCG020000
" Report All IVastetrater discharge monitoring data on this form (including No Flow and No Discharge and Permit Limit Violations) by MARCH l of each year. If
you have limit violations you must also have turned in a Limit Violation DMR to your local Regional Office within 30 da s of receL ' m le results from a lab.
CERTIFICATE OF COVERAGE NO. NCG020856 SAMPLE COLLECTION YEAR: 2015
FACILITY NAME: _JOE TOWE WHITE SAND MINE COUNTY: PERQUIMAN5
PERSON COLLECTING SAMPLES: _KEN ELLIOTT PHONE NO. (_252_)_339-9021
CERTIFIED LABORATORY: ENVIROCHEM Lab # DWQ 94 ADD TO LISTSERVE? YES ® NO❑ EMAIL: [e-mail]
Lab # DLS 37729
LIMIT VIOLATIONS? YES ❑ NO
Part A: Wastewater Monitoring Require ents
INDUSTRIAL SAND'? ❑ DISCHARGING TO SA WATERS41 ❑
N?rre. K
Outfal6No
.xti
S tP
Date Sample
ca v
Collected °wr"v.s
ih �
To1altFlow-"`
idf�.z. wr
Totaussas ended
pt
Solids
r`
Turtiidt ,-
k --ems.
_ -.
Settleable Solids
�
pH z2
.:_-
'T � •. %
Fecal -on orms�'
_ `
,mm%dd%'r fr.--:
.: y ,..�
MG 5 45I
a« m"i!a 't�-.
`<,-NTW4
= ml/13 = -_
`Standard=.
. �'... _+' `.
,t. ,col/ml ;` ,
1
03/24/15
0.45
12.2
13.5
<0.1
7.03
na
1
06/30/15
0.45
6.0
3.7
< 0.1
7.62
na
1
09/29/15 NO DISCH.
NO FLOW
1
12/31/15 NO DISCH.
NO FLOW
All mines must monitor W W discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
'- If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
3 The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs
designated as trout waters; 25 NTU for all lakes and reservoirs, and all salt waters; 50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream ofthe discharge.
4 Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Permit Date: I/l/2010-12/31/2014 Last Revised 02-02-11
Page I of 2

Part A Continued: Wastewater Monitoring Requirements
Outfall No.
Date Sample
Collected 1
Total Flow
Total Suspended
Solids
Turbidity
Settleable Solids
pH
Fecal Coliforms
-
mm/dd/yr
MG
mg/h,
NTU=a
mIA3
Standard'
col/mi2,4
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW". "NO DISCHARGE" & LIMIT
VIOLATIONS) BY MARCH I OF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
(919) 807-63 79
YOU MUST SIGN THIS CF_RTIF/CA77ON FOR ANY /NFORMAT/ON REPORTED:
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
1 am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
1/30/2016
(Signature of Permittee) (Date)
Permit Date: 1/1/2010-12/31/2014 Last Revised 02-02-I1
Page 2 of 2

ANNUAL SUMMARY DMR -WASTEWATER
SEND TO CENTRAL OFFICE*
PROCESS MINE/DEWATERING WASTEWATER
GENERAL PERMIT NO. NCG020000
All Wastewater discharge monitoring data on this form (including No Flaw and No Discharge and Permit Limit Violations) by MARCH? of each year. If
CERTIFICATE OF COVERAGE NO. NCG020856
FACILITY NAME: _JOETOWEWHITE SAND MINE
PERSON COLLECTING SAMPLES: KEN ELLIOTT
CERTIFIED LABORATORV:_ENVIROCHEM Lab 4_DWQ 94
Lab # DLS 37729
LIMIT VIOLATIONS? YES ❑ NO
Part A: Wastewater Monitorinp Requirements
SAMPLE COLLECTION YEAR( 2014
COUNTY: PERQUIMANS
PHONE NO. (_252)_339-9021
ADD TO LISTSERVE? YES ® NO❑ EMAIL: [e-mail]
INDUSTRIAL SAND" ❑ DISCHARGING TO SA WATERS4? ❑
OutfellsNo'
Date Semplle ",-`Totel`Flow"�'
. 1Colketed
JtWk_-.e
. t _
.. i
Total Suspended;
-S6IIds
.w
�Tu�blditysg
. '
55! w•kM
>Settleable Solid�s�
.� -
x AAA. �. ash
'�pH "*
x
�
..q
�Fec`al�Co=lifo�ms
... - ..
, �,.:...
'
sg/mro
=
NTU-'
i1A=
•"Standnr8=
cbl/ml•4 ,,...,,
- ='6/di/yr-
1
03/11/14 NO DISCH.
NO FLOW
1
06/26/14 NO DISCH.
NO FLOW
1
09/29/14 NO DISC".
NO FLOW
1
12/30/14 NO DISCH.
NO FLOW
PERMITTED FEB
2014
All mines must monitor W W discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
e The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs
designated as trout waters; 25 NTU for all lakes and reservoirs, and all salt waters; 50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
4 Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Permit Date: 1/1/2010-12/31/2014 Last Revised 02-02-1I
Page I oft

Part A Continued: Wastewater btonitoring Requirements
Outfall No.
Date Sample
Collected'
Total Flow
Total Suspended
Solids'
Turbidity
Settleable Solids
pH
Fecal Coliforms
-
mm/dd/yr
MG
mg/1',2
NTU=-'
trail,
Standard'
coVmi3,'
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE" & LIMIT
VIOLATIONS) BY MARCH 1 OF EACH YEAR TO
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
(919) 807-63 79
YOU MUST SIGN THIS CERTIFICATION FOR ANY /NFORMA TION REPORTED:
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
1 am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
Permit Date: I/l/2010-12/31/2014
1/31/2015
(Date)
Last Revised 02-02-11
Page 2 of 2

Part AContinued: Wastewater Monitoring Requirements
Outfall No.
Date Sample
Collected)
Total Flow
Total Suspended
Solids'
Turbidity'
Settleable Solids
pH
Fecal Coliforms
-
mm/dd/yr
MG
mg/It,=
NTU=}
MIA,
Standard'
coi/mll.,
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW". "NO DISCHARGE" & LIMIT
VIOLATIONS) BY MARCH I OF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANI' INFORAIATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
1 am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
Permit Date: 1/l/2010-12/31/2014
1/23/2017
(Date)
Last Revised 02-02-11
Page 2 of 2

Edgerton, Thom
From:
Wade, Larry
Sent:
Wednesday, December 18, 2013 9:26 AM
To:
Edgerton, Thom
Cc:
Mcclain, Pat
Subject:
NCG020856 Joe Towe White Sand Mine
Attachments:
NCG020856 NC)Lpdf
Hello Thom,
Please find attached the NO1 for the subject project. Related Drawings are being sent to you via state courier. Please let
me know if you have any concerns with issuing a permit for this facility.
If a response is not received within 30 days from the date of this email, the permit will be issued contingent upon a
favorable review in the central office.
If you have any questions or require additional information, please contact me.
Larry W. Wade PE Telephone: [phone]
Fax: [phone]
Stormwater Permitting Program
North Carolina Department of Environment & Natural Resources
Division of Energy Mineral and Land Resources
1612 Mail Service Physical Address - 512 N. Salisbury St. Room
9425
Raleigh, NC 27699-1612
J.r
Raleigh, NC 27604
isa government E-mail address****************************
*********E-mails sent and received from this address can be disclosed to third parties************
. S1S
qO G
Fo
o s
✓3 d a 3 s
�P o
1
1

Division of Water Quality / Surface Water Protection
'fir --••
NCDENRNational Pollutant Discharge Elimination System
NCG020000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit RM
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral .Mini%Industry (except as specified below)
The following activities are also 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 at mining operations;
Overflow from facilities that recycle process wastewater; and/or
Mine dewatering (wastewater) IhF
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
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
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'.
Forexisting mining sites that require an Authorization to Operate (ATO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of any new treatment components at an existing site requires
an ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an N01).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stonnwatcr) at mining sites will require an ATC prior to construction per 15A NCAC 2H .0138.
Please see the NCG020000, General Permit for details about which treatment facilities require an
ATC (summarized in Table 1 at the end of this form). For example, an ATC is required for treatment
of mine dewatering discharge from clay pits and non -closed -loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage (COC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of 15A NCAC 21-1.0138 & .0139. _ _1 n r-= r
Page 1 of 7
'As per 15A NCAC 2H .0106
Unless treatment facilities are designed, constructed, and put into operation by employees internal to the
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and
and sealed by a P.E.
DENR WAiFRQUAL"n
y+ WDs�"o
S W U-217.071408
gr
QOZy
N
o

ELLIOTT CONSULTING
November 11, 2013
To Whom It May Concern
This Dewatering Permit application is for a new sand mine to be constructed by Frankie
Brown, owner of Brown's Land Developing, Inc., on property owned by M/Ni Joe Towe
White, Jr., at 962 S. Edenton Road Street, Hertford, NC, in Perquimans County. The requested
permit area is located on wide, flat, sandy farmland and will not present any problems
regardingrunoff to adjacent areas. The purpose of the excavation will be to serve eventually
for recreational purposes by Mr. White and as a water source for agricultural use on his farm.
The excavation area will be located geographically 120 feet from the. nearest pubhc
highway or dwelling and is accessible only by a private access road. A constructed berm with
foliage and trees will provide adequate screening of the mining operation. Access to the
permit area is limited by private property, and private gatedroad access. There will be
minimum 25ft wide unexcavated buffers on all sides of the permit area.
Upon receipt of the approved permits from NCDENR, Mr. Brown plans to excavate the
mule to an average depth of 20 feet below seasonal high water level, and will include
construction of proper cut slopes on all sides of the excavated area, as required in the permit.
Reclamation of the mine area will include grading, leveling, and grassing of all affected areas.
The entire process should be completed within 5 years.
At this time Brown's .Land Developing, Inc. is submitting a mining permit application to
the NCDENR Division of Energy, Mineral and Land Resources, and a dewatenng permit
application to the NCDF NR Division of Water Quality. Copies of each application are
included in this packet.
All adjacent landowners have been contacted and made aware of the proposed mine
operation, and land entry agreements have been obtained. The mine area will be well -marked
with warning and keep out signs to prevent inadvertent public access.
Mr. Brown does hereby request approval for this Mining Permit, and asks that it be
expedited as soon as possible. Mr. Brown appreciates your consideration of this mine
application.
Sincerely,
Ken Elliott
For Frankie Brown
Brown's Land Developing, Inc.
PO IIOx 112 • AYnLGTT, NORTH CAR01.1NA • 27916
PHONE: [phone] • EMAIL: KRN©KILNOUX.COAI

NCG020000 N.O.I.
Construction of wastewater treatment facilities subject to the ATC/ATO requirements in the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
and sealed by a Professional Engineer (P.E.) or qualified staff' along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1: Wastewater Permit ATC/ATO Requirements
Mine Dewatering::`.,. ,
Yes
No
Quarries
—
•
Sand Pits
—
16.
Clay Pits
•
—
Any Dewatering with Chemical Treatment
•
—
Process .Wastewa ter_.
Sand/Gravel
—
Closed -Loop Recycle
—
•
Other Recycle
•
� For questions, please contact the DWQ Regional Office for your area. (See page 7)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
Fra—nkie{�B�rjown; Brown's Land Developing, Inc.
PO BO E. 182 Winlall Blvd.
Hertford State NC ZIP Code 27944
252 426-3655 Fax:
E-mail Address Permit Contact: Elliott Consulting - [e-mail]
2) Location of facility producing discharge:
Facility Name Joe Towe While Sand Mine
Facility Contact. Frankle Brown, Brown's Land Developing, Inc.
Street Address eat S. Edenton Road Street
City Hertford State NC ZIP Code 27944
County Perquimans County
Telephone No. 252 426-3655 Fax:
Contact E-mail
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). US 17 Bypass (ocean Highway) 3/4 miles south or Perquimans River
Bridge, right on S. Edenton Road Street (NC 37), entrance to mine site is 0.1 mile on the left.
4) Latitude 36 deg 10' 05.82" Longitude 76 deg 28' 38.60" (degrees, minutes, seconds)
5) This NPDES Permit NOI Application applies to which of the following:
O New or Proposed Facility
❑ Existing
Date operation is to
❑ New Permit not applicable — ATC request only. NPDES Permit Number
December 2013
Page 2 of 7
S W U-217.071408 Last revised 7114/08

NCG020000 N.O.I.
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:'+ ,4 a z
7) Provide a narrative description of the types of minerals mined at this facility:
8) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Stormwater: Mine dewatering: 1. Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges:.
Orerllow trash water from 0.26 Who sn,limem food, water adginsfing from aalacem send mirio excavo0on.
9) 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? Racman Croak(C; Sw) to Porqulmans River (SC)
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). N/A
Receiving water classification (if known): Raccoon creek - c: sw
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental, Health. If DEH does not approve, coverage
under NCG020000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-1 or freshwater ORW.
10) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
O No
❑ Yes If yes, please provide information about any 404/401 Certification permits.
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 an Operation and Monitoring (O&M) Plan that has been approved by the Division.
The O&M Plan should be submitted to the 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.
11) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
O No (If not, please indicate the status of the Mining Permit application: Land Quality application in process t.
❑ Yes
If yes, please provide the Mining Permit number and include a copy with your application: Application copy included,
Note: DWO cannot issue a CDC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3 of 7
S W U-217-071408 Last revised 7/14/08

NCG020000 N.O.I.
12) Will this mining operation precede development activities at this site?
O No
❑ Yes
13) Does this facility have any other NPDES permits?
O No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
O No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does this facility employ any best management practices for stormwater control?
S No
❑ Yes
If yes, please briefly describe:
16) Does this facility have a Stormwater Pollution Prevention Plan?
71 No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
O No ❑ Yes
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (AMATO required for clay pits or dewatering with chem. treatment)
❑ No O Yes
19) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless sand/gravel mining or closed -loop recycle system)
0 No ❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a. Please describe the type of process used to treat and/or recycle the process wastewater. Give
design specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment
facilities should be described in detail, and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of the General
Permit. [Use separate sheet(s))
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes
It yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
Note: Please see httn://h2o.enr.state.nc,us/ws/PAMS list.htm for a list of approved polyacrylamide (PAMS)
products for use in North Carolina.
Page 4 of 7
SW U-217-071408 Last revised 7114/08

NCG020000 N.O.I.
Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
20) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
O No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
21) Hazardous Waste:.
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
O No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
O No ❑ Yes
c) Is this facility a Large Quantity Generator It000 kg. or more of hazardous waste generated per month) of
hazardous waste?
O No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:_
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor —
Vendor address: -
22) Certification: North Carolina General Statute 143.215.6 b (1) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
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.
Page 5 of 7
SWU-217-071408 Last revised 7/14/08

NCG020000 N.O.I.
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: Frankie Brown
Title:
November 4, 2013
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following Items have been included:
❑ Check for $100 made payable to NCDENR
❑ This 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.
❑ Copy of mining site plan with all wetlands clearly delineated
❑ If the mine is near wetlands, or may otherwise impact surface water or groundwater, contact the regional
office about an O&M Plan (contact information on the next page). Please refer to this O&M Plan checklist:
✓ Site map with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/BMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ 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
✓ Description of measures to prevent erosion and flooding
❑ If an ATC or ATO is required, three (3) sets of plans, specifications, and design calculations, signed,
sealed, and dated by a P.E. ATC and ATO requirements in NGG02000 are summarized in Table 1 on
Page 2 of this NOI (see the permit text for more details). Plans shall show all pertinent design features,
including the location of the outfall(s). If stormwater is flowing off -site, the plan must show that stormwater
will not be mixed with wastewater.
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
Page 6 of 7
SWU-217-071408 last revised 7/14/08

NCG020000 N.0:1.
For questions, please contact the DWO Regional Office for your area.
DWQ 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)
807-6300
Page 7 of 7
SWU-217-071408 Last revised 7/14/08'

ORIGIN L
OPERATION AND MAINTENANCE PLAN
SAND MINE DEWATERING AND WATER LEVEL CONTROL STRUCTURE
Operator: Frankie Brown, Brown's Land Developing, Inc., 182 Winfall Blvd., Hertford, NC 27944
Job Location: Joe Towe White Sand Mine, 962 S. Edenton Road St., Hertford, NC 27944
County: Perquimans County
Prepared by: Ken Elliott, consulting
Date: November 11, 2013
This plan defines responsibilities for operating, inspecting, and maintaining equipment and structures
used for constructing and dewatering the Joe Towe White Sand Mine safely, and that dewatering will
not degrade or negatively impact any wetlands or waters of the state.
Description and Operation of the Joe Towe White Sand Mine:
The Joe Towe White Sand Mine is a proposed 3.4-acre sand mine excavation operated by Frankie Brown,
Brown's Land Developing, Inc., in a 6.25 acre permit area located at the intersection of S. Edenton Road
Street and US 17 Bypass in the south Extraterritorial Jurisdiction area of Hertford, NC. The permit area is
on high sandy farmland owned by Joe Towe White, Jr. At this time Mr. Brown is submitting an
application with the NCDENR Division of Energy, mineral and Land Resources to construct the sand mine
and begin operation in December 2013. Mr. Brown has received an approved Conditional Use Permit
from the Town of Hertford Planning and Zoning Department for construction of this mine.
Sand Mine Dewatering:
The operator plans to construct a 0.26 acre sedimentation pond located 30 feet from the northwest
corner of the main excavation. The 10 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 northwest corner 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 25 foot
long constructed riprap-protected ditch, leading to existing farm irrigation ditches and then 0.75 miles
to Raccoon Creek and 1.4 miles to the Perquimans River (see attached map for outflow route and
discharge point locations).
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 east 1100 feet to Raccoon Creek and then 1.4 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
Sediment pond overflow will drain into a constructed 25ft x 6ft wide feeder ditch that leads 1100 feet
through field drainage ditches to Raccoon Creek and then 1.4 miles to Perquimans River. Overflow into
the feeder ditch will be stabilized by riprap installed in the feeder 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 excavation will remain inside of the permit area and
will only overflow 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 1100 feet towards Raccoon Creek, and then 1.4 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 5 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 Joe Towe White 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 NCDWQ on a regular
basis and as requested.
BMP Conditions
;• The permittee will utilize best management practices to ensure that dewatering the Joe Towe
White 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 NCDWQ prior to utilizing any
chemical flocculants at Joe Towe White Sand Mine.
Signed,
Ken Elliott
for Frankie Brown / Brown's Land Developing, Inc.
November 11, 2013

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A��A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
Frankie Brown
Brown's Land Developing, Lrc
PO Box 51
182 Winfall Blvd
Hertford, NC 27944
Pat McCrory, Governor
John E. Skvarla, III, Secretary
November 26, 2013
Subject: Permit Application Return
Permit NCG020000
Perquimans County
Your request for New Stormwater General Permit coverage received on November 14, 2013 is
being returned due to:
01 Check for $100.00 made payable to NCDENR is missing.
❑ Application is incomplete.
❑ Application package is missing the supporting documents.
q Missing copy of county map or USGS quad sheet with facility clearly marked.
❑ Other Your application package for Joe Towe White Sand Mine included a letter from
Your consultant indicating.the application fee would be submitted in a separate mailing. Application packages
are incomplete without the associated fee. It is difficult for us to assure that packages and checks are
matched up when submitted separately. Since we have not received the check we are returning your
application package. Please resubmit the package alonq with the;fee and we can process vour request.
If you have any additional questions, please contact Bradley Bennett at 919-807-6378.
cc: Ken Elliott — Elliott Consulting; PO Box 112, Aydlett, NC 27916
1612 Mail Service Center, Raleigh, North Carolina 276991612 • Telephone [phone] / FAX [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http://portal.ncdenr.org/web/lr/land-guality
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Elliott Consulting
PO Box 112
Aydlett, North Carolina 27916
Phone:[phone]
I° NC Department of Environment and Natural
Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To whom it may concern:
I am writing to you on behalf of Frankie Brown, Brown's Land Developing, Inc. The application fee of $100,00 for
this permit will be sent to your office in a separate mailing from Mr. Brown's office.
Thank you,
Ken Elliott
Elliott Consulting
11/12/2013
4 ,2013

N C.Go '� oe�) 4-"
.I
HAMP.TONRQ�DS BANKSHARES
BROWN'S LAND DEVELOPING, INC. ���/� ^�'
II H4�1i3J1�4C6 Vdtcpay Bank ShoreBaak
P.O. BOX
651
HERTFORD, NC 27944 68-518-514
125214263655 12/4/2013
.L Ll J'O,
'AY
"OTHE )RDER OF NCDENR ,$: »»100.00
One Hundred and 00/100+x+x+«x«««x+xx++««++«x+++x++xxx»x♦« xwixxx«x««««x«xx wxx«.+«+xxxx».x.++x»x+++xx+x.xxxx««»«xxx«»xxx. DOLLARS
NCDENR
1612 Mail Service Center
Raleigh, NC 27699-1641
[EMO AUTHOflIZCIONFTUPE-

S LAND DEVELOPING, INC.
NCDENR
Licenses and Permits
Checking Acct (Gatew
Joe Towe White Sand Mine #NCG020000
9@190YRY
DEC 6 9 2013
WETLANDSANDST*WA ERBRANCH
0
12/4/2013
17158
100.00
100.00

N/F
BARBARA B
WHITE
CULTIVATED FIELD
N/F
MILTON A
BUNCH
FI
RIPRAP OUTFALL PROTECTION
Design top %rdM
N/F
4 4
OND-jR depth
:Zw
JOE TOWE
4 '
WHITE, JR
n
Filter layer, gravel
Pipe Cutlet to Well-defined
Channel
�4
PROCESSI"G AREA
X................................................. — — — — — X
UNEXCAVATED BUFFER —
......................................................
... ............ .......... "I .......
30' x 120 STOCKPILE
30' x 225' STOCKPILE `\ X
................................................. JJ ........................................................................ . .........
r ..
PROCESSING AREA X
............... .
OVERFLOW 1�e- EDGE 150'
CONTROL
DEVICE
20'RIPRAR�.j DISC"
DISCHARGE DISC"
SEDIMENT POND
IROTECT iO Tly : 0.26 AC
SEDIMENT POND BERM - 2:1 SLOPE
.j<'.
CULTIVATED FIELD
MINE MAP
JOE TOWE WHITE SAND MINE
962 S. EDENTON ROAD STREET
HERTFORD, INC 27944, PERQUIMANS COUNTY
OPERATOR - FRANKIE BROWN
BROWN'S LAND DEVELOPING, INC
182 WINFALL BLVD, HERTFORD, INC 27944
SCALE: 1IN = 80FT
N/F
MAP BY ELLIOTT CONSULTING
BARBARA B NOVEMBER 11, 2013
WHITE
MINE EXCAVATION
- 3.40
AC
BN SEDIMENT POND
- 0.26
AC
UNEXCAVATED BUFFER
- 0.47
AC
ROADS & PROCESSING
- 1.16
AC
STOCKPILES & BERMS
- 0.96
AC
TOTAL PERMIT AREA
- 6.25
AC
EAST BERM COMBINATION LANDSCAPE PLAN
1. 24' WIDE SAND BERM, 3:1 SLOPE
2. COMPLETE GROUND COVER ON BERM
3. TOWN OF HERTFORD, INC 2B SCREENING PLAN
4. 2 SHADE TREES PER 100 FT
S. 3 ORNAMENTAL TREES PER 100 FT
N/F I 6. 17 SHRUBS PER 100 FT
JOE TOWE
WHITE IR
N/F
JOE TOWE WHITE, JR
Rrw
LANDOWNER
DRIVEWAY
�EWAIERING
_ PUMP
DRTT
ED: ELM
ELM 5LDG
- - - - - - LANDOWNER
DRIVEWAY
- - - - - - - - - . . Kng cmj - — -- — — -- — -- — -
- - - - - - - - - - - - ----- --
- -
N/F
JOE TOWE WHITE IR
X
EAST
-BERM
X
N/F
JOHN 0
WHITE IV
6 T 26 W S440 BERM
21 SLOPE
) X
X
3.4 AC EXCAVATION X
20' AVG DEPTH
X
25' MAX DEPTH
. ANMQIMIS­�
71
-1, /- v , I W 7 1
NF OEW =H� I I
I T . IF w 5410 BERM.
2 1 SLOPE
N/F
JOE TOWE WHITE, IR
LA & ;E
N/F
JOE TOWE
WHITE IR
EAST
BERM
11
EXISTING
TREES

N/F
BARBARA B
WHITE
........ .... ........
....
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N/F
JOE TOWE RECLAMATION MAP
I
FORMER STOCKPILE AREA
WHITE, JR 10E TOWE WHITE SAND MINE
962 S. EDENTON ROAD STREET
HERTFORD, NC 27944, PERQUIMANS COUNTY
c
OPERATOR - FRANKIE BROWN
FORMER
BROWNS LAND DEVELOPING, INC
w
SEDIMENT POND
182 WINFALL BLVD, HERTFORD, NC 27944
'
AREA
SCALE: 1IN = 8OFT
MAP BY ELLIOTT CONSULTING
NOVEMBER 11, 2013
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MINE EXCAVATION - 3.40 AC
SEDIMENT POND - 0.26 AC
UNEXCAVATED BUFFER - 0.47 AC
ROADS & PROCESSING - 1.16 AC
STOCKPILES & BERMS - 0.96 AC
TOTAL PERMIT AREA - 6.25 AC
N/F
3ARBARA B
WHITE
xnaa Hd
N/F
JOE TOWE
WHITE JR
EAST BERM COMBINATION LANDSCAPE PLAN
1. 24' WIDE SAND BERM, 3:1 SLOPE
2. COMPLETE GROUND COVER ON BERM
3. TOWN OF HERTFORD, NC 2B SCREENING PLAN
4. 2 SHADE TREES PER 100 FT
S. 3 ORNAMENTAL TREES PER 100 FT
6. 17 SHRUBS PER 100 FT
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zi cm smo. eaowwn.�:..n
SLOPE & BERM DETAIL
D.Pm 20 uW
Pond BoOom
LANDOWNER
DRIVEWAY
N/F
JOE TOWE WHITE, JR
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CULTIVATED FIELD
................................. PD ND. ACf ES S. FOM
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FORMER STOCKPILE & PROCESSING AR
SLOG
LANDOWNER
DRIVEWAY
1
3.4 AC EXCAVATION
20' AVG DEPTH
25' MAX DEPTH
E71
N/F
MILTON
BUNCH
N/F
JOE TOWE WHITE, JR
N/F
JOE TOWE
WHITE JR
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1 11
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N/F
JOHN 0
WHITE IV i

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JOE TOME WHITE SAND MINE, HERTFORD. NC
AERIAL SHOWING ADJACENT WETLANDS AND
DIPE--TION OF OVERFLOW DISCHARGE FROM DE'WATERING SEDIMENT POND

Wade, Larry
From:
Wade, Larry
Sent:
Wednesday, December 18, 2013 9:26 AM
To:
Edgerton, Thom
Cc:
Mcclain, Pat
Subject:
NCG020856 Joe Towe White Sand Mine
Attachments:
NCG020856 NOI.pdf
Hello Thom,
Please find attached the NOI for the subject project. Related Drawings are being sent to you via state courier. Please let
me know if you have any concerns with issuing a permit for this facility.
If a response is not received within 30 days from the date of this email, the permit will be issued contingent upon a
favorable review in the central office.
If you have any questions or require additional information, please contact me.
Larry W. Wade PE Telephone: [phone]
Fax: [phone]
Stormwater Permitting Program
North Carolina Department of Environment & Natural Resources
Division of Energy Mineral and Land Resources
1612 Mail Service
Raleigh, NC 27699-1612
Physical Address - 512 N. Salisbury St. Room 9425
Raleigh, NC 27604
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