NCG020763_COMPLETE FILE - HISTORICAL_20151230

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V C& O � � -76 3
DOC TYPE
prHISTORICAI FILE
Cl MONITORING REPORTS
DOC DATE
❑
YYYYMMDD

December 30 , 2015
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
John Ward
Attn: John Ward
l Brierwood Rd
Shallottc. NC 28470
PAT MCCRORY
DONALD R. VAN DER VAART
Subject: NPDES Stormwater Permit Coverage Renewal COC #NCG020763
Dear Permittee:
TRACY DAVIS
!Jiwefor
For coverage under NPDES General Permit NCG020000, the Division of Energy, Mineral and Land
Resources (DEMLR) is forwarding herewith the reissued Certificate of Coverage and
Stormwater/Wastewater General Permit. This permit is reissued pursuant to the requirements of North
Carolina General Statute 143-215. l and the Memorandum of Agreement between the state of North
Carolina and the U.S. Environmental Protection Agency, dated October 15, 2007 (or as subsequently
amended.) The following information is included with your permit package:
• New Certificate of Coverage
• Stormwater/Wastewater General Permit
• Technical Bulletin for the General Permit
• Discharge Monitoring Report (DMR) Forms
• Annual Discharge Monitoring Report Forms
• Qualitative Monitoring Report Forms
The General Permit authorizes discharges of Stormwater and/or wastewater (as applicable to your site),
and it specifies your obligations with respect to discharge controls, management, monitoring and record
keeping. Please review the new permit to familiarize yourself with all changes in the reissued permit.
Significant changes to the General Permit are outlined in the Technical Bulletin.
Your coverage under the General Permit is transferable only through the specific action of DEMLR. This
permit does not affect the legal requirements to obtain other permits which may be required by the N.C.
Department of Environmental Quality, nor does it relieve the permittee from responsibility for
compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order,
judgment or decree.
If you have any questions regarding this permit package please contact the DEMLR Stormwater
Permitting Program at 919-707-9220.
Sincerely,
for Tracy E. Davis, P.E., C.P.M
Cc: Stormwater Permitting Files
State of Nnrth Cvnlina I linvir(nmental Quality I lioergy. Mineral and Lind Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh. NC 27699-1612
919 707 921 H) T

Dec. 4. 2014 10.31AM No.1566 P. 2
NC Division of Energy, Mineral and Land Resources
NPDES Stormwater Permit Contacts Summary
NC DEMY.Ct hag the following contact informxHon In our Permit Database foryour of 12102014..
Parmlt Number: NCG020763
Permit Type. Mining 1lttbvides Starnnvairr Dts���rae CAC
Facl llty Name; Sohn Ward Mane - Ash
Fadlity Addressl: M Newman Smith Rd KIN
Facility Addre>fe2t
City, State & Zip: Ash, NC 2M20
Owner Information Details;
NIMauhrnit a MarroeofNamalOwnerMIRform to DEMLA to make aey change" to"0 Mar rofentt *n,
See °Mlaoallaneoua Forms"
owner Name: John D Ward
owner Type! ftWh4dua owner Type Group; IndWual
IWW flespaTtl[lbla for Pgrmit sss
� �' �oorpesdhvi7ta�rlQrint[p4�vsa!'QarQrtadangalncteda�dalL�omaral��in•'+'�.,_•�`J y;r
or DAY Merlla va vft dAWftW*ftttkV autwft hdm the lopallV.r ap4itd. h WMI), '
Owner Arnilatlont )0110 V e Title: Cal•�i z �'
Addmu2t v ,
City, State & ZIP: Shalwe, NCeiSa4-�
Worm Phone; -1's y - (,p q'a :� Fax:
EmailAddress'. � e .6k2
Conta.ct Namn At10 Address Phan EaK Em"
Contact Name TIVQ! Addf— Phone En EMU
Contact Nam Im Ad¢ro g Phone EU IMAll
Contact Name Title Address Phone mat
John D Ward JhUo 17% Shallode, NC?0"ro4.9S-02,1 _
12/4/2014
C
Page

0
Alexander, Laura
From:
Sabrina Babson <[e-mail]>
Sent:
Thursday, December 04, 2014 10:37 AM
To:
SVC DENR.stormwater
Subject:
Permit Contact updates
Permit #NCG020763 John Ward Mine
Updated Contact Information:
John D. Ward
1 1 I3rierwood Road
Shallotte, North Carolina 28470
910-754-6453
sbabson,((.leces.biz

East Coast Engineering & Surveying, P. C.
Engineers, Planners, & Surveyors
May 17, 2010
Ms. Linda Willis
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: John D. Ward Mine
Brunswick County, North Carolina
Cone of Influence Calculations (Skaggs Method )
Dear Ms. Willis:
Please find enclosed the calculation results for the cone of influence around the area of the John D.
Ward Mine. "rhe Skaggs Method for the Determination of Lateral Effect for Roadside Ditch or
Borrow Pit was used. As indicated in your email correspondence to me dated 5/6/2010 this method
is acceptable in lieu of the DrainMod program. The results indicate that the lateral effect of the
subject mine would be 213 feet.
On behalf of our Client, we appreciate your assistance in regards to this particular project and it is
our understanding that the calculations. are the final element required by your office and that this will
allow'you to issue the general stormwater permit and allow dewatering of the mine to commence.
Should you' have any questions or comments, please do not hesitate to contact us at your
convenience.
Sincerely,
J. Christian Russell, P.E.
Enclosures
pe: Dr. John Ward
File:'0837 (Dr. Ward I I Acre Tract)
4918 Main Street * Post Office Box 2469 * Shallotte. North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Number: C-3014

John D. Ward Mine
Cone of Influence Calculation
May 2010
StAL
35054
r TIAN
Prepared by:
East Coast
Engineering & Surveying, PC
Engineers, Planners & Surveyors
4918 Main Street Post Office Box 2469
Shailotte, North Carolina 28459
Office: 9 l 0-754-8029
Firm License Number: C-3014

Skaggs_Method_summary.txt
Skaggs Method Program
Determination of Lateral Effect for Roadside Ditch or Borrow Pit
version 1.3.0.0
copyright 2006-2010 North Carolina State University
written in C# Language by Brian D. Phillips
Last software Update: March 16, 2010
Project Run Date and Time: 5/6/2010 12:09:33 PM
Project information
------------------------------------------------------------------
Project Title/Description: WARD MINE SITE
soil series or ID: 10096 LEON FINE SAND
User Name: C. RUSSELL
Site Parameters
------------------------------------------------------------------
Impoundment Type: 2 (1=Roadside Ditch 2= Borrow Pit)
State: North Carolina
County: Brunswick
Surface Storage: 1 inch
Depth to water surface: 6 ft
T25 value: 5.9 days
Depth to Restrictive Layer: 6.67 ft
Drainable Porosity: 0.035
weighted Hydraulic conductivity: 8.1813 inch/hour
Hydraulic conductivity Data by La er
Bottom Depth of Layer (in conductivity (in/hr)
Layer 1 15 12.98
Layer 2 30 3.26
Layer 3 33 10.99
Layer 4 66 10.99
Layer 5 80 1.09
Lateral Effect: 213.2 ft
-----------------------------------------------
-
Page 1

CDENR
North Carolina
Department of Environment and Natura
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins
Governor
Director
April 2, 2010
Mr. John D. Ward
John D. Ward Mine
P.O. Box 229
Shallotte, NC 28459
Resources
Subject: General Pennit No. NCG020000
John D. Ward Mine
COC NCG020763
Brunswick County
Dear Mr. Ward:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on June 7, 2006, 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 betweeri North Carolina and the
US Environmental Protection Agency dated October. l5, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
Please be aware that mine dewatering at your site has the potential to impact adjacent
wetlands. The.specific requirements for mine_ dewatering at facilities near wetlands can be found
in Section C, Part l of your -permit (Part III .Page 5 of 9j. You must have an anl2roved
Operation and Monitorinp, Plan before mine dewatering discharges occur at your facility.
Dischareine mine delvaterhr2, wastewater without Plait amroval will be subject to enforcement
action. Contact Rick Shiver or Linda Will at the Wilmington Regional Office at (910) 796-
7215 for more infonnation about the approval process.
Please note that.mine de -*%a_ tering wastewater includes.wet pit overflows caused solely
by -direct rainfall and -groundwater seepage for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
pen -nit.
This general permit allows the discharge of stonnwater.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 stormwatcr 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.
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699.1617 NorthCcuolina
Location: 512 N. 3001ury St. Raleigh, North Carolina r27604
Sery
Phone: 919�07-63R41 FAX: 919.897-&49A 1 Customer Service: � -B'- 7 -623-6748
Internet www.ncwatergaality.org
An Equal Opportunity 4 Affirmative Action Employer

Mr. John D. Ward
John D. Ward Mine—NCG020763
Apri 12, 2010
.4 _ %
Additionally, new coastal stonnwater management rules (SESSION LAW 2008-211)
were implemented October 1st, 2008. Due to these new rules you maybe required -to apply for
an additional Coastal State Stormwater Permit. Please contact Kelly Johnson in the
Wilmington Regional Office at 910- 796-7345 to determinc�if you will be required to submit an
application for this additional pen -nit.
This pen -nit does not affoct the legal requirements to obtain other perrilits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental pen"nit that .
,may be required.
If you have any question!, concerning this permit, please contact Jennifer Jones at
telephone number [phone].
Sincerely,
ORIGINAL SIGNED BY
KEN PICKLE
for Coleen 1-1. SuIlins
cc: .:.'Wilmington Regional Office, Linda Willis
Wilmington Regional Office, Kelly Johnson
Central Files
,'Stormwater Pennitting Unit Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCGO20763
STOIZMWATER 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,
John D. Ward
is hereby authorized to discharge stormwater and dewatering water from a facility located at:
John D. Ward Mine
Newman Smith Road NW
Ash
Brunswick County
to receiving waters designated as a UT to Scippio Creek, a class C, Sw water in the Lumber
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts 1, II, 111, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective April 2, 2010.
This Certificate of Coverage shall remain in effect for the duration of the -General Permit.
Signed this day Aphl 2, 2010.
ORIGINAL SIGNED BY
KEN PICKLE
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Enviroiva-tcntal Management Commission.

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NCG020763 John D. Ward
John D. Ward Mine
N Ash, NC.
Latitude: 340 00' 43" N
E Longitude: 780 231 2211 W
County: Brunswick
S Receiving Stream: Scippio Creek
Stream Class: C, Sw
Map Scale 1:23,151 Sub -basin; 03-07-57 (Lumber River Basin)
Facility Location

Jones, Jennifer
From: Willis, Linda
Sent: Tuesday, March 30, 2010 12:19 PM
To: Jones, Jennifer
Subject: RE: yo - ward mine?
Go ahead and issue.
LW
From: Jones, Jennifer
Sent: Thursday, March 25, 2010 10:44 AM
To: Willis, Linda
Subject: yo - ward mine?
Yo Ms. Willis,
Are we alright with issuing the Ward Mine permit or would you like to hold off until they get a proper O&M?
Just let me know...
Jen
Jennifer Jones
Environmental Engineer
NCDENR I DWQ { Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: jennifer.iones(@ncdenrgooy_
Website: http://Portal.ncdenr.org/web/wgLws/su
**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.**
1

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF -COVERAGE NO- NCGQ3045I
FACILITY NAME _ LL Building Products
PERSON COLLECTING SAMPLE(S) Steve Boehling;
CERTIFIED LABORATORY(S) Prism Laboratories Lab # 402
Lab#
Part A: Specific MonitoringRe uirements
SAMPLES COLLECTED DURING CALENDAR YEAR: 2009
(This monitoring report shall be received by the Division no later than 30 days from
the date the facility receives the sampling results from the laboratory.)
COUNTY Pender
PHONE [phone] x244
SIGNATURE OF PERMITTV OR DESIGNEE
By this signature, I certify that this report is accurate and
complete to the best of my knowledge.
_ Qtitfall
No;'.
_. ...., - Date `
aample
-Co llected' .
: = <, 50050 ... �:`
.:; =00530_ ":.;: ., :. ,
00400 -:x
;; .00556 r "_
OIOS T.; ..
78141=
Total
Flow..
Fotal Stspended':
pH
Oil aazid Grease
I earl
Total, Toxic'
Organics` ..
m " o/dd/ ,....
- a
,<MG
• -:m 1 .: x
.. - _
:mil -
# 1
12/18/2009
1.2
11
7.3
BRL
-BRL
N/A
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? — yes x no
(if yes, complete Part B)
Part B: Vehicle Maintenance Activity Monitoring Re uirements
Outfatl�
r= � r Date
=50050
00556
.00530 a ,s
a 40400 °
FP Na g
-
Sa iple W
fiw
`Total Flow '"
15 Oil and rease
G
L k Total SuspendedpH
New Motor Otl .
*�
4
' _:..
ySolids
l
Usa e„
._.
�. ,�.:Collecteds ,
.
w.: nx
.
STORM EVENT CHARACTERISTICS:
Date 12/I8/2009
Total Event Precipitation (inches): 1.94
Event Duration (hours): 23
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches):
•Event Duration (hours):
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699.1617
SWU-245-120399
Page 1 of 2

Jones, Jennifer
From: Willis, Linda
Sent: Tuesday, March 30, 2010 12:21 PM
To: Jones, Jennifer
Subject: RE: yo - ward mine?
We have no way of addressing the issue of the private wells, we'll have to leave that one up to DWR. I can't reach the consultant so put in the cover letter "no
dewatering until DWQ has approved an 0 & M".
Linda
From: ]ones, Jennifer
Sent: Thursday, March 25, 2010 10:44 AM
To: Willis, Linda
Subject: yo - ward mine?
Yo Ms. Willis,
Are we alright with issuing the Ward Mine permit or would you like to hold off until they get a proper O&M?
Just let me know...
len
Jennifer ]ones
Environmental Engineer
NCDENR i DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: -iennifer.Iones(@ncdenr.gov
Website: http://portal.ncdenr.org/web/wq/ws/``so
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
1

l Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture electronic crystals, or
manufacture cathode ray tubes_ For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA Effluent Guidelines for the facility subject
to the requirement to sample (for metal finishing use the definition as found in 40 CFR 433.11; for semvconductor manufacture use the definition as found in 40 CFR 469.12; for
electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray tube manufacture use the definition found in 40 CFR 469.31).
Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring may be waived. The
solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General Permit. For those facilities electing to employ the
TTO monitoring waiver, the discharger shall sign the following certification statement:
"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total toxic organics (TTO). I
certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or stormwater
runoff has occurred since filing the last discharge monitoring report. I further certify that this facility is implementing the all the provisions of the solvent management
plan included in the stormwater Pollution Prevention Plan."
Dame (Print name)
Title (Print title)
(Signature)
(Date)
"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. I am aware that there are significant penalties for submitting false information, including
the possibility of fines and imprisonment for knowing violations."
-MLT
(Signature of Permittee) (Date)
�
M
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Cd 1°—
c
cur
SWU-245-031308
Page 2 of 2

NI -NA
ff�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
.lames D. Simons, PG, PE Beverly Eaves Perdue. Gcvemor
Director and State Geologist Dee Freeman, Secretary
March 3, 2010
Certified Mail _
Return Receipt Requested
7099 322G 0009 7703 7043
Mr. John D. Ward
PO Box 229
Shallotte, North Carolina 28459
RE: John D. Ward Mine
Brunswick County
Lumber River Basin
Dear Mr. Ward-
410 i 0" tl-�
We have reviewed the application you submitted for the referenced mine site. However,
the following information is needed to continue processing your application:
Provide proof you are in the process of obtaining an NPDES permit from the'
Division of Water Quality. DWQ has indicated that the Notice of Intent submitted
was on an expired form, and that you must resubmit on the correct form.
2. DWQ indicates that an O&M plan is required for this site.. Provide proof that you
have submitted an approvabie O&M plan with Division of Water Quality. (Provide
a copy of the revised O&M plan you have submitted). '
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604 - Internet:http11www.dlr,enr. state. nc.uslpagesilandquaGtysection,hvrI
An Equal oppodunily 1 Affirmative Action Employer — 50% Recycled 1 10% Post Consumer Paper

Certified Mail
Mr. Ward
Page Two
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address;
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted, a decision will be made
to grant or deny the mining permit based upon the information currently in the Department's
files at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely,
O�A� tv. P-0G�uj-1
Ashley L. Rodgers
Assistant State Mining Specialist
Land Quality Section
cc: Mr. Dan Sams, PE
Mr. Donald R. Butler, PE, East Coast Engineering & Surveying, P-C., PO Box 2469,
Shallotte, North Carolina, 28459

MINING PERMIT APPLICATION REVIEW FORM
for
DIVISION OF WA TER QUALITY
ProjeCT, .Z�n -b - County: �rurt�s rc _
` `Due Date for Comments Sack to Land Quality Section: u."-
Will the operat;ior.. as proposec, ;vioiate sz_",wards of water quality? U.+jaurt�•
CCrnments :
� -1- a'e ahediStream NGme & Cla;siFicatlor.:
.� YES NO
PU au Uq-k.A.,a;;..
NPDES permit required
�Tp :it,�raW,loou`.~nc5u. NPDEc permit ex;stir•a
e� sc,� _wager i �i.�a.r.�,.,u� �.r�a.�,s_.• Iti9r-y+••.�,.
Nondischarge permit required
Nondl!E harge Hermit existing
Wetlands disturbed
401 Wetland Cer-. required
401 Wetland Ceri. existing
— (fermi: - 1
— (Perr-;t . )
(fern-ij y )
Reviev\, e by:
012000
V
Z0/Z0 dad 2NKDN 3'3ZOGW6 Z9:80 @i0Z/E/EB

14 '�oT 06
NC602 Stormwater Permit: Mining Permit Review
Permit Number:NCGO 3 Reviewer:_V
._(�
{/
Minc Namc: VA`
J"D • A&%Z,, 1
Summary l� v III GC;I,ES ry- .
• Receiving Stream: St4 &rD
• Classification:
• River Basin:
• County:
_
°
• Notes:
T
Regional Information
_
• Office:
o ❑ARO Contact: rttw
,.
i
o ❑FRO Contact:
o ❑MRO Contact: i
o ❑RRO Contact: -
o ❑WaRO Contact:
o 7wiR0 Contact:
o ❑WSRO Contact: i
• 4pates:
• "pprovalrequested:
orgppprova1 received:
o "No wetland impact" determination, (15A NCAC 02B .0231(b)(5)(f) requires the = _
Division to preserve the water levels of wetlands. We can require engineering plans
to ensure that this is the case.) ;
o Inspection: #
.
• Notes:
Other Agency Information
• I„ :
DLR
`
Tit '' S(�-�G
0 Have a valid Mining Permit? ❑yes V]no 'IM3' � W�' ;
o Permit Number -
o Application subtitted date; :-
o Approved date:
• Dlil.l (if WS) _
o Needed? ❑Yes �&Jno
o Application submitted date:
o Approved date:
• Shellfish Sanitation (if SA)
o Needed? ❑ycs o
o Application submitted date:
o Approved date: --.
• 401/404 Certification / Wetlands Info _
o Is a 401 Required? ❑yes ®no
0 401 Written Concurrence Required? ❑yes Ono
o Are there offsite wetlands? [ yes ❑no_Fi_,7t 16, ba CA, VIt 0( Lt.�LW+� '
o If yes above, does a 401 require an O &M for offsite wetlandsT Explain: V to A YL.i (( "if oval.,
If & date: %
o 404, Application submitted approved
o If 401 Approved submitted & approved date: /
o I -lave you requested a USACE wetlands delineation? ❑yes �no
s -
Page I of 3
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vt,49 W I (L-0 .

a
i
Hydrograph Summary Repq
ydra ow Hydrographs Extension for AutoCADO Civil 3Dp 2008 by Autodesk, Inc. v6.052
,yd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(Cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(Cuft)
Hydrograph
description
t
SCS Runoff
5.037
3
735
38,387
---•
------
------
Subbasin #1 - Pre
2
SCS Runoff
0.031
3
1056
1,102
------
------
------
Subbasin#2 - Pre
3
SCS Runoff
2.368
5
750
21,918
------
------
......
Subbasin43- Pre
5
SCS Runoff
22.82
3
732
105,111
------
------
------
Subbasin #1 - Post
6
SCS Runoff
1.313
1
722
4,782
----
------
Subbasin#2 - Post
7
SCS Runoff
2,271
5
745
17,702
------
---
------
Subbasin#3 - Post
9
SCS Runoff
3.916
1
734
27,715
------
......
------
Post#1 ByPass
10
SCS Runoff
19.31
1
717
40,087
------
------
------
Post#1 To Wetland#1
11
Reservoir
0.689
1
819
31,039
10
320.60
25,024
Wetland Routing
12
SCS Runoff
31.32
1
718
63,948
------
------
-•--•-
Post#1 To Wetland#2
13
Reservoir
0.682
1
939
38,796
12
316-77
43,351
Wetland#2 Routing ,
14
Combine
4.884
1
734
97,549
9, 11, 13
------
------
Total Subbasin41 Post
16
SCS Runoff
0,166
1
724
1,666
------
------
------
Post#2 ByPass
17
SCS Runoff
1,715
1
718
3,758
------
------
------
Post#2 To BasW
18
Reservoir
0,000
1
803
0
17
322.58
1,731
Basin #3 Routing
19
Combine
0.166
1
724
1,666
16.18
------
------
Total Subbasin #2 Post
SW Modeling.gpw
rReturn_Period: 1 Year:
Monday, Jan 11, 2010

NCG02 Stormwater Permit: Mining Permit Review
• Notes:
Application Review
a) The permit application
• Signed: Dyes ❑no
• is signature by correct person? ❑yes Eno } L
• Complete: [yes Eno 44k(LA
�-. _ !.� -
• SiCCode:SiC Conirnapf[ktl IC'1a1� CunstruchorsSinJ
.....................--- --- .. _
i. Describes activities: ❑yes ono' '�•—"jl �M3v¢ijT,I��i-_ui�seuti_cuw_sidrn�
(J t �t�dltCl\ iliT ni ,3 Ulll E',VL}'. y it lhav Is nu
ii. Covered by permit: Eyes Eno
--- l' v -_
b) Mine'1`ype: -
• Quarry: ❑ t • -4
t .
• Sand: t.. •
• Clay: ❑
• Are there other activities at site (i.e. asphalt or concrete)? ❑yes Ono
• Notes:r
c) Mine Size:,' c
• Pit Acreage (estimate if not known)
+ Screening Acreage t
• Concrete Acreage -
r Asphalt Acreage
• Screening / Processing Acreage i
• Other Acreage
• Tailings/Sediment Pond Acreage
• Stockpile Acreage
• Waste pile Acreage
• Haul Roads +
• Total Acreage 1
• Notes: ,
d) New Coastal Rules: s x•
• Is the mine in one of the 20 Coastal Counties? Ayes ❑no -
• Does the mine have >10,000 square feet ofBUA? Eyes ❑no a t,
[If the answer is "Yes" to both ofthe above, please notify perm ittee they will need a state t
SW permit and notify the Wi or Wa Regional Office],
e) buffers:
Is the mine in the Neuse, Tar -Pam, Randleman, Catawba River Basin or,lordan p,
Lake watershed? Eyes Pno
• Are the appropriate buffers maintained away from streams and
f) Phase 11 � , . •. , .a.: --� -
• 1s the mine in a Phase 11 area? ❑yes ❑no
• Does the permittee need a Phase 11 permit from DWQ? Eyes Eno ;
• State or Local?
Have you sent this to the appropriate ermittin authors yes Eno NA
• Ypermitting authority? ❑, ❑ ❑
Page 2 of 3 j ;

i
Hydrograph Summary RepPdraiiow Hydrographs Extension for AutoCAD® Civil 31319 2008 by Autodesk, Inc. v6.052
yd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
10,72
3
732
63,604
------
------
------
Subbasin #1 - Pre
2
SCS Runoff
0,128
3
765
3,207
------
------
------
Subbasin#2 - Pre
3
SCS Runoff
4.157
5
750
33,691
------
------
------
Subbasin#3 - Pre
5
SCS Runoff
34.86
3
732
151,184
------
------
------
Subbasin #1 - Post
6
SCS Runoff
2,768
1
721
7,913
------
------
------
Subbasin#2 - Post
7
SCS Runoff
3.873
5
745
26,838
------
------
----=-
Subbasin#3 - Post
9
SCS Runoff
8,393
1
732
45,868
------
------
------
Post#1 Bypass
10
SCS Runoff
24.04
1
717
50,459
------
------
------
Post#1 To Wetland#1
11
Reservoir
0.935
1
806
41,058
10
320.95
31,279
Wetland Routing
12
SCS Runoff
39.73
1
717
81,945
-
------
------
Post#1 To Wetland#2
13
Reservoir
1.800
1
793
56,558
12
317.06
51,116
Wetland#2 Routing
14
Combine
9,953
1
732
143,483
9, 11, 13
------
------
Total Subbasin#1 Post
16
SCS Runoff
0.721
1
722
3,194
------
------
---•--
Post42 Bypass
17
SCS Runoff
2.673
1
718
5,568
------
------
------
Post#2 To Bash3
18
Reservoir
0.000
1
728
0
17
322.90
2,675
Basin #3 Routing
19
Combine
0.721
1
722
3.194
16,18
------
------
Total Subbasin #2 Post
SW Modeling:gpw
Return Period: 2 Year.
Monday, Jan 11, 2010

NCG02 Stormwater Permit: Mining Permit
Review
g) Wastewater:
1
+ Type
- Mine dewatering:
,lyes ❑no
Stamped by PE?
yes Ono !
If clay cwater;ng,
ircd) fA l
- Proccss wastewater produced:
Oyes Ono
Stamped by PE?
❑yes Ono
If recycle & not closed, ATC?
Oyes Ono(required)
• Wastewater and ORW Waters Requirements
New/expanding wastewater to ORW?
❑yes o (not allowed) _
New/expanding wastewater to
Oyes bgno (special limits) ;
upstream of ORW?
,
Notes:
• Wastewater HWQ/PNA water requirements
(� Q
What is the flow rate?
PNA has special limits for WW TSS:
h) Dewatering:
11 Sk'
j
• Is the permittec impacting wetlands / require and 0&M agreement? { yes Ono A ,& 0-.�Go
• Datc request letter sent
i -
• Date sent to the RO
• Date approved
• Did the RO request an O&M before approval?
Oyes ❑no
1 _
i) Other:
• Does this facility have other NPDES permits?
Oyes ❑no
+ Hazardous waste activities onsite?
t
Oyes ❑no
• Notes:
Communication logs
i
;
Date Item
i
t
Page 3 of 3

•
Hydrograph Summary ReKyr
ydra aw Hydrographs Extension for AutoCAD®Civil 3D3 2008 by Autodesk, Inc. v6.052
yd.
No.
Hydrograph
type
(origin)
Peak
flow
(cis)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cuff)
Inflow
hyd(s)
Altaximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
40.06
3
732
177,287
--....
------
------
Subbasin #1 - Pre
2
SCS Runoff
2.434
3
735
16,687
------
------
Subbasin#2 - Pre
3
SCS Runoff
12.12
5
750
83,361
-----
------
------
Subbasin#3 - Pre
5
SCS Runoff
82.06
3
x
732
334,603
------
------
------
Subbasin #1 - Post
6
SCS Runoff
9.415
1
720
22,055
-----
......
------
Subbasin#2 - Post
7
SCS Runoff
10.80
5
745
65.058
------
------
------
Subbasin#3 - Post
9
SCS Runoff
31.07
1
730
127,835
------
------
—
Post#1 Bypass
10
SCS Runoff
39.97
1
717
86.610
---
------
Post#1 To Wetland41
11
Reservoir
6-742
1
727
76,304
10
321.80
48,000
Wetland Routing
12
SCS Runoff
68-69
1
717
145,681
------
------
------
Post#1 To Wetland#2
13
Reservoir
10.20
1
728
120,065
12
317.96
77,236
Wetland#2 Routing
14
Combine
47.73
1
730
324,203
9, 11, 13
------
------
Total Subbasin41 Post
16
SCS Runoff
4.300
1
720
10,891
......
------
------
Post#2 ByPass
!7
SCS Runoff
6,466
1
718
12,987
------
------
------
Post#2 To Basin3
18
Reservoir
0.000
1
777
0
17
324.10
7,704
Basin #3 Routing
19
Combine
4.300
1
720
10.891
16,18
------
------
Total Subbasin #2 Post
SW Modeling.gpw
`Return Period: 10 Year
Monday, Jan 11, 2010

Ward Mine
Brunswick County
North Carolina
Evaluation of Requirements for Operation and Monitoring Plan
And Stormwater Pollution and Prevention Plan
January 2010
Prepared by:
East Coast
Engineering & Surveying, PC
En0neers, Planners & Surveyors
Red Al)pie Processional Park
712 Nliila2e Road NW. Suite 105 Post Office Box 2469
Shailotte. North Carolina 28459
Office: 910-754-8029
Firm License Number: C-3014

Ward Mine
Brunswick County, North Carolina
Evaluation of Requirements for Operation and Monitoring Plan
and Stormwater Pollution and Prevention Plan
NPDES General Permit NCG020000
January 2010
Introduction - An Operation and Monitoring; Plan.. when required, is site specific for
each mine even though many components of the various Stormwater Best Management
Practices (BMPs) that can be utilized from different projects may be similar. The
implementations of Stormwater Best Management Practices are utilized to develop a
Stormwater Pollution and Prevention Plan (SPPP). The intent of this document is to
discuss each BMP or O & M plan component that must be utilized for this particular
mine site. The goal is to identify and provide all measures necessary to assure the
protections of any nearby wetlands and water quality.
Compliance with Part II Section A: Requirements to Construct New or Expanding
Treatment Facilities - Since the proposed Ward Mine will not utilize a process recycle
wastewater system. an Authorization to Construct will not be necessary and the permittee
will not be required to meet the requirements for operation of such a treatment facility per
Part I1 Section A nor will the permitee be required to meet the requirements for Part II
Section B.
Compliance with Section A Part III: Monitoring, Controls, and Limitations for
Permitted Discharges - Section A of Part III requires the permittee to develop and
implement a Stormwater Pollution and Prevention Plan (SPPP). This requires a written
plan that can be easily followed, understood or implemented by mine employees. The
Stormwater Pollution and Prevention Plan for this project is included herein as Exhibit A.
The SPPP addresses items I through 6 in Section A of Part III and also follows as closely
as possible the Table of Contents provided in the permit in order to assure that all areas of
concern have been addressed. The SPPP includes a thorough inspection and maintenance
plan, recommended preventative maintenance and good housekeeping measures. spill
control and cleanup measures; stormwater management requirements as well as the
requirement that all temporary and permanent erosion and sedimentation control
measures that are either required within the mining permit or shown on the mining plan
approved by the Division of Land Resources be implemented in accordance with the
permit and/or approved plan.

Compliance with Section B Part III: Stormwater Discharges: Analvtical Monitoring
Requirements — Section B of Part III defines stormwater discharges as stormwater from
mining activity areas, including, but not limited to, areas of mine excavations, other land
disturbance, process areas and vehicle maintenance. This section does not apply to
wastewater discharges from mine dewatering and process areas. It shall be noted that
analytical monitoring is not required for any basin or pond designed to contain the 25-
year, 24-hour storm without discharging, and that can regain capacity to hold such and
event within 5 days' time through means other than discharging to surface waters. A
basin or pond that meets this provision is considered a non -discharging stormwater
C VI-1
control. This mine will not contain anv stormwater bypass structures, it has been
determined that the mine excavation area will easily contain the 25-year. 24-hour storm"'
without allowing any discharge. According to the National Resources Conservation
Service (NRCS), the 25-year, 24-hour storm for Brunswick County yields 8.8-inches of
rainfall while the 100-year, 24-hour storm yield 10 inches of rainfall. The supporting
documentation and calculations demonstrating that the mine excavation area will contalr
not only the 25-year, 24-hour storm but even the 100-year, 24-hour storm is included in
the attached Exhibit B.
Compliance with Section C Part III: On -Site Vehicle Maintenance Monitoring
Requirements (Stormwater Discharges) — This section of the permit requires that
facilities that have any on -site vehicle maintenance activity that uses more than 55
gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring. There will be no vehicle maintenance will on this site. Any
maintenance performed on vehicles used in the removal or transport of any source
material from the property will be performed at off -site shop locations.
Compliance with Section D Part III: Qualitative Monitoring Requirements
(Stormwater Discharges) —This section of the permit requires that a visual inspection of
each Stormwater outfall regardless of representative outfall status and shall be performed
as listed within Table 6. Qualitative Monitoring Requirements. Since no stormwater
outfall is necessary for this project as discussed in the Compliance with Section B Part III
above, compliance with this section of the permit is not necessary.
Compliance with Section E Part III: Effluent Limitations and Monitoring
Requirements for Mine Dewatering Wastewater and Process Wastewater - This
section of the permit also requires the permittee to provide a Pumping Operation and
Monitoring (O&M) flan for mine dewatering activities that have the potential to drain
wetlands or other surface waters. Since it has been determined that the subject property
does not contain any wetlands or other surface waters, a determination of the proximity to
any nearby wetlands -and surface waters on adjacent properties within the radius of
influence was also necessary, According to the Brunswick County wetland inventorv. no
wetlands or other surface waters are located within 1600 feet of -the proposed mine. The

, _
property is located within a rural area of managed pineland forest with pine flats within
close proximity The radius_of_influence for this project has been determined to extend
approximately 300_feet from the. -ultimate —excavation —area. Therefore, it can be
reasonably anticipated that no wetlands will have the potential to be drained as a result of
infrequent dewatering activities that will be utilized by this particular project. The
calculations and supporting documentation used in this evaluation is included in the
attached Exhibit C. In addition; hydraulic calculations and other supporting
documentation related to proposed dewatering activities is included within the attached
Exhibit D. The mine owner will engage a contractor to utilize a pump with sufficient
capacity to drain the excavation area in order to begin intermittent excavation activities.
After initial drawdown, smaller groundwater control "maintenance" pumps will be used
to maintain a semi-dry condition while any excavation activities occur. During testing
procedures that were necessary to estimate the withdrawal rate (less than 10,000 gpd), the
exceptional clarity of the discharge water both being pumped into the stilling basin as
well as that exiting the stilling basin. This can be attributed to the fact that the pump
discharge location is a substantial distance from any remaining excavation area. Prior to
initiation of the pumping drawdown testing procedures that were performed, as well as
during the entire test period, the clarity of the water within the excavation area as well as
the pumped discharge remained exceptional. If desired, grab samples could be obtained
during the performance of any pumping activities in order to determine discharge
characteristics such as Settleable Solids, Total Suspended Solids or Turbidity. It is
estimated that the stilling basin will have to accommodate a flowrate of less than 15,0
gallons per minute in order to maintain a semi -dry condition during the performance of
intermittent excavation activities. It is our opinion that benchmark values of 0.1 ml/l for
Settleable Solids, 100 mgll for Total Suspended Solids and 50 NTU for Turbidity will not
be exceeded by the proposed dewatering activities related to this project. It should be
noted that there will not be any p ocessing of any mine material that will occur on this
site. This particular mine has been approved by Brunswick County as a Class I Mine,
which does not allow the processing of materials on -site. Brunswick County allows
processing of material on -site only for mines that are classified as Class 11 Mines.

East Coast Engineering & Surveying, P.C.
Appendix A
Stormwater Pollution and Prevention Plan
Ward Mine
Brunswick County
North Carolina

Fxhihif A
Ward Mine
Brunswick County, NC
Stormwater Pollution and Prevention Plan
1. Site Plan. The site plan shall provide a description of the physical facility and the
potential pollutant sources that may be expected to contribute to contamination of
stormwater discharges. The site plan shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted
equivalent map), showing the facility's location in relation to transportation routes
and surface waters, the name of the receiving water(s) to which the stormwater
outfall(s) discharges, or if the discharge is to a municipal separate storm sewer
system, the name of the municipality and the ultimate receiving waters, and
accurate latitude and longitude of the point(s) of discharge. The general location
map (or alternatively the site map) shall identify whether each receiving water is
impaired (on the state's 303(d) list of impaired waters) or is located in a
watershed for which a TMDL has been established, and what the parameter(s) of
concern are.
A topoquad map has been included and identifies the site by latitude
and longitude. The receiving waters are not listed in the state's 300(d) v
list of impaired waters and is not located in a TMDL watershed.
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices. A narrative description of the potential pollutants that
could be expected to be present in the stormwater discharge from each outfall.
The mine will be operated as a sand pit. There will be no process,
unloading, dust or particulate generating activities on the site. There
will be no pollutant generating,activities at the site. The site will be
operated strictly as a source site for fill dirt to be used on other sites.
(c) A site map drawn at a scale sufficient to clearly depict: the site property
boundary, the stormwater discharge outfalls, all on -site and adjacent surface
waters and wetlands, industrial activity areas (including storage of materials,
disposal areas, process areas, loading and unloading areas, and haul roads),
site topography, all drainage features and structures, drainage areas for each
outfall, direction of flow in each drainage area, industrial activities occurring in
each drainage area, buildings, existing BMPs (with design capacities), and
permanent impervious surfaces, such as roads or process areas that are unlikely
to change frequently. The site map shall include a distance legend. In addition,
the following industrial activity areas most also be identified on the site map:
fueling, engine maintenance and repair, vessel maintenance and repair, washing,
painting, sanding, blasting, welding, and metal fabrication.
A site map including all applicable items listed above has been
included with this submittal. There will be no fueling, or
vehicle/machinery maintenance on the site.
(d) A list of significant spills or leaks of pollutants that have occurred during the
previous three (3) years and any corrective actions taken to mitigate spill
impacts.
There have been no significant spills or leaks on the site.

(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part IV, Standard Conditions, Section
B, Paragraph 5. The permittee shall re -certify annually that the stormwater
outfalls have been evaluated for the presence of non-stormwater discharges.
The certification has been included with this submittal and the
permittee has been informed of the requirement of the annual re-
certification for non-stormwater discharges.
2. Erosion and Sedimentation Control. The permittee shall implement the management
practices and the erosion and sedimentation control measures that are included in the
mining permit or erosion and sedimentation control permit issued by the Division of Land
Resources (DLR). Compliance with the DLR issued permit is considered a requirement
of this general permit. Any deviation from the DLR issued permit, or amendments to the
issued permit, that impacts water quality shall constitute a violation of the terms and
conditions of this general permit. All erosion and sediment controls shall be inspected,
and a respective written record of repairs and maintenance shall be available to DWQ
inspectors. A signed copy of the issued permit including the approved erosion and
sedimentation control measures and the reclamation plan shall be maintained on the site
at all times. Once an area is released by the Division of Land Resources in accordance
with NC G. S. Chapter 74, Article 7, it shall no longer be subject to this general permit.
The mining plan for this project has been prepared and submitted to NCDENR
— Land Quality Section — Division of Land Resources (DLR) for approval. A
copy of the.mining permit will be submitted to the NCDWQ upon issuance by
the DLR. .
3. Stormwater Management Plan.The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to stormwater, including structural and
nonstructural measures. The stormwater management plan, at a minimum, shall
incorporate the following. -
(a) Management of Stor�mwa, ter Runoff and Runon. The permittee shall maintain
stormwater BMPs for mine excavation and disturbance areas, process areas,
and any other areas associated with mining or vehicle maintenance activities. In
addition, controls should be used to limit or isolate selected land disturbance and
process areas and limit the amount of off site stormwater runon to those areas.
Appropriate Best Management Practices (BMPs) should be used to divert,
infiltrate, reuse or otherwise manage stormwater runoff and runon in a manner
that reduces pollutants in stormwater discharges leaving the site. Appropriate
BMPs may include but are not limited to: vegetative swales, berms, use of
reclaimed mine areas, and reuse of collected stormwater (such as for an
industrial process or as an irrigation source).
The static water table elevation has been observed to be approx. 61.0'
MSL and the elevation of the top of the mine pit has been measure to
be approx. 65.0' MSL. The 100 year rain event produces 10 inches of -
rainfall in a 24 hour period per the Brunswick County NRCS Storm
Data. This will cause a 0.83 foot rise in elevation. The mine pit
j�iut SW7 provides storage in excess of the 100 year storm event and as such
t ,�,,,;wU 4WA,--4P�jwiil not cause a discharge for this rain event. Therefore there should
c WW be no stormwate��'unoff from the mine pit. Any pumped discharge
will be directed to a stilling basin and then to a vegetated swale with a.
length in excess of 1000 feet. The suction intake for any water

pumped from the mine site is at the far end of the mine relative to the
excavation and observations indicate high clarity of the water at the
suction point.
(b) BMP Controls Inspection and Maintenance. All stormwater controls shall be
inspected. All inspections are to be documented with a written record of repairs.
BMPs shall be inspected by or under the direction of the permittee at least once
every seven calendar days and within 24 hours after any storm event that results
in a discharge, unless the site is inactive.
The permittee has been informed of the requirement to inspect, and
if required, repair all stormwater controls at least once every seven
calendar days and within 24 hours after any storm event that results
in a discharge. However, discharge is unlikely as stated above due
to the fact that the mine pit provides over 3 feet of storage in excess
of the 100 year rain event.
Reduced inspections for inactive mines: For inactive mines that have obtained an
"Inactive Renewal" Mining Permit from DLR, BMPs must be inspected at least
once every month, and within 24 hours of any storm event of 0.5 inches or more.
For mines where active mining has suspended temporarily, but the mine
maintains an active Mining Permit from DLR, the permittee must certify to DWQ
that all portions of the site where clearing, grading, andlor excavation activities
have temporarily ceased have been stabilized with vegetation, and may then
conduct BMP inspections within 24 hours of any storm event that results in a
discharge (no weekly minimum). The permittee must send certification to the
DWQ Regional Office of "inactive" status and may be subject to an inspection for
verification. The permittee must also notify the Regional Office upon resuming
mining activities.
The permittee has been informed of the requirements for a mine in
an "inactive" status.
A rain gauge and monitoring records are to be kept on site. BMPs shall be
operated and maintained. BMPs must be cleaned out when sediment storage
capacity is at 50% permitted volume. If visible sedimentation is leaving the
property, corrective Permit No. NCG020000 Part 111 Page 3 of 16 Pages action
shall be taken to reduce the discharge of sediments. Visible sedimentation shall
be recorded with a brief explanation of measures taken to prevent future
releases, as well as any measures taken to remove the sediment that has left the
site. Visible sedimentation records shall be kept onsite. All other stormwater
specific controls (e.g. oilAvater separators) shall be inspected and qualitatively
monitored (as per Part i/I. D) on a semi-annual schedule. A log of all sampling
data, including activities taken to implement BMPs associated with vehicle
maintenance activities, shall be maintained and incorporated into the SPPP and
kept onsite and available for inspection purposes. These items shall be available
for the duration of the permit term and made available to the Director upon
request. These data shall be sent to the Regional Office upon request.
The permittee has been informed of the requirement to maintain a
rain gauge and monitoring records on site as well as the
requirement to take corrective action per General Permit No.
NCG020000 Part ill.
(c) Secondary Containment Requirements and Records. Secondary containment
is required fora bulk storage of liquid materials; storage in any amount of Section
313 of Title 111 of the Superfund Amendments and Reauthorization Act (SARA)
water priority chemicals; and storage in any amount of hazardous substances, in
order to prevent leaks and spills from contaminating stormwater runoff. A table or
summary of all such tanks and stored materials and their associated secondary
containment areas shall be maintained. If the secondary containment devices are

connected to stormwater conveyance systems, the connection shall be controlled
by manually activated valves or other similar devices (which shall be secured
closed with a locking mechanism), and any stormwater that accumulates in the
containment area shall be at a minimum visually observed for color, foam, outfall
staining, visible sheens and dry weather flow, prior to release of the accumulated
stormwater. Accumulated stormwater shall be released if found to be
uncontaminated by any material. Records documenting the individual making the
observation, the description of the accumulated stormwater, and the date and
time of the release shall be kept for a period of five (5) years.
There are no secondary containment areas located on this site.
4. Spill Prevention and Response Plan. The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or the team) responsible for implementing the
SPRP shall be identified in a written list incorporated into the SPRP and signed and
dated by each individual acknowledging their responsibilities for the plan. A responsible
person shall be on -site at all times during facility operations that have the potential to
contaminate stormwater runoff through spills or exposure of materials associated with
the facility operations. The SPRP must be site stormwater specific. Therefore, an oil Spill
Prevention Control and Countermeasure plan (SPCC) may be a component of the
SPRP, but may not be sufficient to completely address the stormwater aspects of the
SPRP. The common elements of the SPCC with the SPRP may be incorporated by
reference into the SPRP.
The site will be used loading mined fill sandldirt only. There will be no transfer
of fluids or other pollutants that would necessitate the incorporation of a
SPRP.
5. Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance and good housekeeping program shall be developed and implemented.
The program shall ensure equipment used during mining activity on a site must be
operated and maintained to prevent potential pollution of the surface water or
groundwaters of the state. Fuels, lubricants, coolants, hydraulic fluids, or any other
petroleum products shall not be discharged on the ground or into surface waters_ Spent
lubricants and fuels shall be disposed of properly and in accordance with applicable
federal disposal regulations_ Spilled fluids shall be cleaned up to the maximum extent
practicable and properly disposed of to prevent entry to surface waters or groundwaters
of the state. The program shall establish schedules of inspections, maintenance, and
housekeeping measures for vehicle maintenance and industrial activity areas (including
material storage and handling areas, Permit No. NCG020000 Part 111 Page 4 of 16
Pages disposal areas, process areas, loading and unloading areas, and haul roads),
where not already addressed under another element of this Plan. Schedules for
inspections, maintenance, and housekeeping, and documentation that these program
elements are being implemented, shall be recorded and maintained in the SPPP.
The permittee has been informed of the requirement to maintain all mining
equipment in good working order to prevent any discharge of pollutants into
surface waters or groundwater. Any fluids spilled on site shall be cleaned up
and the area remediated to maximum extent practicable.
6. Employee Training. Training programs shall be developed and training provided at a
minimum on an annual basis for facility personnel with responsibilities for: spill response
and cleanup, preventative maintenance activities, and for any of the facility's operations
that have the potential to contaminate stormwater runoff. Facility personnel (or team)
responsible for implementing the training shall be identified, and their annual training
shall be documented by the signature of each employee trained. Additional required
training items include: used oil management, spent solvent management, disposal of
spent abrasives, disposal of vessel wastewaters, fueling procedures, sanding, painting
and blasting procedures, and used battery management.

The permittee has been informed of the requirement to identify and train all
personnel involved in any of the mine operations that have the potential to
contaminate stormwater runoff. And at a minimum this training is to take
place on an annual basis.

Certification Statement in Accordance with NCDENR-DWQ
General Permit No. NCG02000 Part IV, Section B, Paragraph 55
I certify under penalty of law, that any stormwater outfalls for- the
John D. Ward Mine have been evaluated for the presence of non-
stormwater discharges. This evaluation was prepared under my
direction in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information
submitted. Based upon 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. I am
aware that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment
for knowing violations.
Si ature Date

East Coast Engineering & Surveying, P.C.
Appendix B
Stormwater Discharges: Analytical Monitoring
Requirements
Ward Mine
Brunswick County
North Carolina

PMECT:
V\JNV� r-)0tl)C—
PROJECT NO: 012�1
SHEET OF
LOCATION:)
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BY:
DATE: _Co /
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www.keystonewalls.corn - 4444 West 78th Street - Minneapolis, Minnesota 55,135 -'telephone [phone] - Fax [phone]

East Coast Engineering & Surveying, P.C.
Appendix C
Approximation of Radius of Influence
Ward Mine
Brunswick County
North Carolina

PR0IECT: Vl1-ItZZ) S Al�,N tiE PROIECTNO: QQ 1 SHEET r OF 1
I.00AT�ON: Co,,tj-rIjc- By:—T.{fL45111?!� I\U�SE�� PE- DATE: I ZS 110
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www.keystoneivalls.com • 4444 West 78th Street • Minneapolis, Minnesota 55435 • Telephone [phone] • Fax [phone]

East Coast Engineering & Surveying, P.C.
Appendix D
Hydraulic Calculations & Supporting Documents
Ward Mine
Brunswick County
North Carolina

Ward Mine
Brunswick County
North Carolina
Hydraulic Calculations & Supporting Documents
January 2010
PI
�. ............ ��
4F _ �b
Prepared by:
East Coast
.Engineering & Surveying, PC
Engineers, Planners & Surveyors
Red Apple Professional Park
712 Village Road NW, Suite 105 Post Office Box 2469
Sliallotte, North Carolina 28459
Office: 910-754-8029
Firm License Number: C-3014

Ward Mine
Brunswick County, North Caroling
Hvds aulic Calculations
Location, Owner and Project Scope:
The location of the Ward Mine is approximately eight miles west of the Town of
Shallotte on Newman Smith Road NW off NC I-IWY 130 in Brunswick County, North
Carolina. The Owner of the property; Dr. John D. Ward, plans to excavate material from
said property and offer the sand material that is suitable for construction purposes for sale
to the general public as well as to use some of the sand material in the future
development of additional property he owns within the local area.
Determination of the rate of withdrawal:
Initial pumping and recharge —In order to determine the rate of withdrawal and
groundwater recharge for the site, we initiated a 24 hour drawdown test whereby a
contractor utilized pumps to remove water from a previously excavated area of the
property that continuously maintained a static water level. The reader is requested to see
the existing conditions map within the design plan set. Readings on the changes in water
elevations were recorded throughout the 24 hour test.
An initial report provided to the Owner is attached. To summarize the initial
report, it was impossible to determine the withdrawat and recharge rate from the first
testing. Although precise measurements had been recorded, the initial results showed that
the static water level was both rising and then lowering although no further pumping had

occurred. We concluded that the existing excavated area needed to be pumped
completely down in order to be able to better estimate the withdrawal and groundwater
recharge rate.
Final pump dawn and recharge determination - The owner solicited bids from several
local contractors to provide the pumping capacity necessary to pump the existing
excavated area completely down. A contractor was selected and larger pumps were then
used that allowed for a successful test. Survey data and measurements were made
immediately prior to beginning and immediately alter completion of the drawdown test.
The entire existing excavated area was pumped down on Monday, November 19, 2009.
Our survey crew was at the site to record the bottom of the existing excavated area on the
morning of "Tuesday, November 20th. It was noted that a small swale exists in the bottom
of the excavated area that directs all water to one end (where a pump intake is possible).
The intake elevation is approximately two feet below the actual basin floor. The surface
area of the swale is very small and negligible in the water removal volume calculations.
There are a few areas of the bottom of the excavated area that extend up anywhere from
six inches to about a foot. However, most of the bottom is at the same elevation, as can
be seen in the last of the three enclosed photographs.
On Wednesday, November 21 st, our survey crew informed us that the water level
had not risen to a predetermined benchmark elevation. Again, the following day our
survey crew verified that the water had not vet risen to the predetermined benchmark
elevation. We went to the site to observe. Walking around the entire drained excavated
area, we saw where there were three areas in which groundwater was entering but that the

rate was very slow. Still there had not accumulated enou&h water in the small swale area
to cover the bottom and establish a good elevation to start calculating the recharge rate.
On Friday, November 23rd we again returned to the site for observation. There
had been some rain overnight - just enough to wet the area - but negligible in amount. In
observing the excavated area, the water level still had not risen above the bottom of the
basin as can be seen on the last three pictures that are attached. Therefore, after a total of
seventy-two hours, the water level still had not risen more than approximately six inches
above the basin bottom -- not enough to even fill the small pumping intake swale.
Summary:
In reviewing the on -site data taken from August 22 to August 29 after the
elevation of the pond had been lowered, showed that the surface elevation had actually
dropped 0.13 feet or an average of' 0.0186 feet per day. Over this same period, there was
0.058 feet of rainfall that is not included in the data above. Ten thousand gallons is
approximately 1,336 cubic feet. This amount spread out over the surface area of the lake
(73,479 square feet) would give a rise in elevation of approximately 0.0182 feet.
Therefore we concluded that evaporation at the site is will be the controlling factor. In
discussing this with both Rob Moul and John Williams of the Land Management Group,
they also concluded this to be the case.
As a result of interviewing the contractor that performed the existing excavation
on the property, we learned they had been operating the small pumps that were used in
our initial pumping test approximately once a week in order to remove any accumulated
water. We also learned that in order to maintain a dry excavation area they would not

have to use all of the four small pumps that were present but only one or two at a time.
They only used all four small pumps in order to maintain a dry excavation area
immediately after a significant rainfall event. Therefore, we concluded based upon the
data collected during the final November 19 through 23`d test period that the withdrawal
and recharge rate for this small area would be more rainfall driven than recharge driven
and since the small swale still had not been filled that the total withdrawal rate would be
less than 10,000 gallons per day.
,�-' L%*
Donald R Butler, PE
East Coast Engineering & Surveying, PC

East Coast Engineering & Surveying, P. C.
�? Engineers, Planners, & Surveyors
January 28, 2010
Ms. Linda Willis
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: John 1). Ward Mine
Brunswick County, North Carolina
NPDIES General Permit NCG02000 Notice of Intent (N01)
Dear Ms. Willis:
Please find enclosed the completed Notice of Intent (N01) form that has been prepared in accordance
with NPDES General Permit NCG02000 requirements for the subject project. Also enclosed is
check in the amount of $100 for the required application fee and a copy each of the Mining Plans (3
sheets), Location Map, USGS topographic map and our Evaluation of Requirements for Operation
and Monitoring Plan and Storinwater Pollution and Prevention Plan report that we have prepared in
support of this project.
Please be aware that we are also sending today a copy of the enclosed information to Ms. Ashley
Rogers, Assistant State Mining Specialist, with the NC Division of Land Resources, Land Quality
Section in support of our Client's request for a mining permit.
On behalf of our Client, we appreciate your assistance in regards to this particular project. Should
you have any questions or comments, please do not hesitate to contact us at your convenience.
Sincerely,
Ala I e is, President
Donald R. Butler, P.E.
Director of Engineering Services
Enclosures
pe: Dr. John Ward w/ Copy of Revised Applications
Ms. Ashley Rodgers. NCDENR — Land Quality
File: 0837 (Dr. Ward l I Acre Tract)
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Number: C-3014

East Coast Engineering & Surveying, P. C.
Engineers, Planners, & Surveyors
January 28, 2010
Ms. Ashley L. Rodgers, Assistant State Mining Specialist
NCDENR, Division of Land Resources, Land Quality Section
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: John D. Ward Mine
Brunswick County, North Carolina
Dear Ms. Rogers:
Please find enclosed two (2) copies each of the following in response to your December 2, 2009
letter regarding the subject project:
I) The signed return receipt from certified snail that the Chief Administrative Officer of the
County (County Manager) has been properly notified.
2) The Notice of Intent (NOI) that we are sending today to the NC Division of Water Quality
(DWQ) to request coverage under the current National Pollutant Discharge Elimination System
(NPDES) General Permit NCG02000 for stormwater discharges associated with sand mining
activities. As requested, we contacted Ms. Linda Willis to coordinate our submittal of this
request. It is understood that your department will issue the mining permit after the request for
coverage under the NPDES General Permit has been approved by the DWQ.
3) The Mining Plan (Sheet I of 3) that has been revised to indicate the discharge point of the stilling
basin and the method of discharge (i.e. by pumping only)-
4) The Mining Plan (Sheet I of 3) that has been revised to provide a_construction detail of the
stilling basin.
5) The Evaluation of Requirements for Operation and Monitoring Plan and Stormwater Pollution
and Prevention Plan report that we are submitting today to Ms. Linda Willis ofthe DWQ as part
of our Client's request for coverage under the aforementioned NPDES General Pennit.
6) The hydraulic calculations and supporting documents (included as Appendix D within the report
mentioned within item 45 above) which includes the estimated withdrawal rate (in gallons per
day) at which the excavation will be periodically dewatered. This report provides more detail
regarding the proposed pumping, rate of less than 10,000 gpd and how we -estimated the
withdrawal rate.
7) The Mining Plan (Sheet I of')) and page 10 of the application that have both been revised to
provide more detailed information on the proposed screening on the northeast boundary of the
site. Please be aware that there is existing evergreen vegetation on both sides of the existing
ditch in this area as well as evergreen vegetation along both side slopes of this ditch since it has
existed for many years. As requested, we have specified that additional screening between the
top of the ditch and the proposed silt fence by using 15 gallon wax myrtles (l .5" its diameter at
planting) on 10-foot spacing. This has been recommended to us by a local landscaper in an effort
to increase the current opacity from about 50 to 60 percent to 90 to 100 percent opacity within
two year, of planting.
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte. North Carolina 28459 *Tel.: [phone] * Fax: [phone]
Firm License Number: C-3014

Ms. Rodgers Page Two Ward Mine
.January 28, 2010 Brunswick County, NC
8) The Mining Plan (Sheet I of 3) and pages 2, 5 and 14 of the application that have been revised to
refect the Final disturbed areas and final pen -nit boundary acreage. The Mine Acreage Data Table
on the Mining Plan has been moved to the top center of Sheet I of 3. Stockpiles will disturb 0.35
ac., Wastepiles will disturb 0.16 ac.. Haul Roads outside of the tract boundary will disturb 0.50
ac., Haul Roads within the tract boundary will disturb 0.35 ac., the Mine Excavation will disturb
5.21 ac., and the Other Disturbed Area category will disturb 1.36 ac. The Other Disturbed Area
category includes areas that will be disturbed between and around the designated stockpiles and
wastepiles and other areas within the tract boundary that will be need to be disturbed as part of
the operation such as the stilling basin and the area between the on -site haul road and the mine
excavation. Basically, the Other Disturbed Area category includes all non listed land disturbing
activities that will be located inside of the silt fence and Limits of Disturbance. The total
disturbed area has been slightly increased as a result of the requested expansion of the permit
boundary all the way to the edge of pavement of NC Highway 130. The total disturbed area for
the project is 7.93 acres while the Total Permit Boundary area is 11.50 acres. These changes
have caused an increase on the determination of the bond. The bond amount we calculate has
increased from $6,100.00 to $6,900.00 as a result of these changes.
9) The Mining Plan (Sheet I of 3) that has been revised to specify that all buffers are to be
undisturbed not `undisturbed and unexcavated". All existing vegetation within the required
buffers will be retained.
Also enclosed is a copy of our submittal letter dated today to Ms. Willis in regards to the request for
coverage under the current NPDES General Permit NCG020000. Also enclosed is a copy of the
associated NOI application form being provided. Lastly, as mentioned within item #5 above,
enclosed are two (2) copies of our Evaluation of Requirements for Operations and Monitoring Plan
and Stormwater Pollution Prevention Plan report that we are also submitting to Ms. Willis.
On behalf of our Client, we appreciate your assistance in regards to this particular project. Hopefully
the submittal of the enclosed information will now allow the issuance of the mining permit. Should
you have any questions or comments. please contact us at your convenience.
Sincerely,
Ali Lewis, President
Donald R. Butler, P.C.
Director of Engineering Services
Enclosures
pc: John Ward, Client w/ Enclosures
Ms. Linda Willis, NCDWQ
File: 0837 (Dr. Ward 1 l Acre Tract)
Red Apple Professional Park * 712 Village Road SW * Suite 105
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax [phone]
Firm License Number: C-3014

SattorMand Hardwood
Gutover Poaosin
NC o
WHI E
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Pine Flat
I DepressionaI Swamp Fa rest
Diained Hardwood] Flat
Ward Mine, Brunswick
County, NC
Map_ Scale
1 inch = 800 feet
Overview
Disclaimer: Map and parcel
data are believed to be
accurate, but accuracy is not
guaranteed. This is not a legal
Pocasin document and should not be
substituted for a title search.
appraisal, survey, or for zoning
verification.

1

41,

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