NCG020738_COMPLETE FILE - HISTORICAL_20160414

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STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO.
/1 //' 6
DOC TYPE
❑COMPLETE FILE -HISTORICAL
DATE OF
RESCISSION
❑ �O� 1p D T� /
YYYYMMDD

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
April 14, 2016
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7009 0080 0000 9765 2317
Ms. Janet Whitehead
3421 Highway 210 West
Hampstead, North Carolina 28443
RE: M Pit
Permit No. t71-41
Pender County
Cape Fear River Basin
Dear Ms. Whitehead:
PAT MCCRORY
J Gor'emor
DONALD R. VAN DER VAART
Secrcrary
TRACY DAVIS
Direclor
An inspection was made of the above mine on April 12, 2016 in accordance with G.S.
74-56 of the Mining Act of 1971.
The mine was found to be satisfactorily reclaimed. Therefore, you are released from
further reclamation responsibility for this site with respect to the Mining Act of 1971. 1 am
returning your Assignment of Savings Account No. 003548107149 issued by First Citizens
Bank in the sum of $30,700.00 to you for your disposal.
Thank you for your cooperation in this matter.
Sincerely,
J net S. Boyer, IP
S to Mining Specialist
J S Bljw
Enclosure: Assignment of Savings Account No. 003548107149
cc: Mr. Dan Sams, PE
Mr. William Gerringer-DOL, Mine and Quarry Bureau
Mr. Bradley Bennett - DWQ
State of North Carolina I Frlviromnental Quality I Fnergy, Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salisbury St. I Raleigh, NC 27699
919 707 9200 T

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
October 17, 2008
Ms. Janet Whitehead
Whitehead Sand C-Pit
3421 Highway 210 W
Hampstead, NC 284.43
Subject: General Permit No. NCG 020000
Whitehead Sand C-Pit
COC NCG020738
Pender County
Dear Mrs. Whitehead:
In accordance with your application for a modification of your current discharge permit
received on September 15, 2008, 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 443-215.1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection Agency dated October
15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of certificate of coverage.
Mine dewaterine may not start until you have received annroval of vour O&M Plan
from the Wilmington Regional Office. 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 I of your permit (Part III Page 5 of 9).
You must have an approved Operation and Monitoring Plan before mine dewatering discharges
occur at your facility. Discharging mine dewatering wastewater without Plan approval will be
subject to enforcement action. Contact Linda Willis at the Wilmington Regional Office at (910)
796-7215 for more information about the status of your O&M Plan approval.
Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater seepag, for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal'Area Management Actor any other federal or local governmental permit that
may be required.
N� e hCarolina
Nalirrally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer service
Internec www,ucwalerguality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

Mrs. Janet Whitehead
Whitehead Sand Pit—NCG020738
October 17, 2008
If you have any questions concerning this permit, please contact Robert Patterson at
telephone number [phone], robert.patterson&cmail.net.
Sincerely,
ORIGINAL SIGNED BY
BRADLEY BENNETT
for Coleen H. Sullins
cc: Wilmington Regional Office, Linda Willis
Central Files
Stormwater Permitting Unit Files
Page 2 of 2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020738
STORMWATER 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,
Janet Whitehead
is hereby authorized to discharge stormwater from a facility located at
Whitehead Sand C-Fit
4324 Shaw Highway
Rocky Point
Pender County
to receiving waters designated as Lillington Creek; a class C, SW water in the Cape Fear River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts 1,11, III, W, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective October 17, 2008.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 17'h day of October, 2008.
ORIGINAL SIGNED BY
BRADLEY c ENNETT
for Coleen H. Sullins., Director
Division of Water Quality .
By the Authority of the Environmental Management Commission

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Latitude: 34131'46" N
Longitude: 77148'57" w NCG020738 Facility
County: Pender Whitehead Sand C- Location
Stream Class: C, SW Pit
Receiving Stream: LMington Creek
Sub -basin: 03-06-23 (Cape Fear River Basin) Not to Scale

Re: NCG020725 - Whitehead Sand Pit
Subject: Re: NCG020725 - Whitehead Sand Pit
From: Linda Willis <[e-mail]>
MAC: Tue, 07 Oct 2008 13:21:15 -0400
To: Robert Patterson <Robert,Patterson a nemail.net>
CC: [e-mail]
Robert,
I'm in contact with their consultant, I've asked for the following:
A topo map of the area with the mine site overlayed showing details such as existing
pits, proposed pit, direction of dewatering flow (from pit to pit), monitoring well
locations in the wetland, wetland boundaries (with USACOE verification), and
monitoring well construction. I would recommend we issue their NPDES permit with the
language in the cover letter that no dewatering occur until this information has been
provided as a component of their 0 & M Plan.
Linda
Robert Patterson wrote:
Linda,
Here is what I was jabbering about in my vmail this morning.
Linda Willis <linda.willis a ncmail.net>
Environmental Engineer I
i
Surface Water Protection Section
Division Of Water Quality
I of[ 10/7/2008 1:23 I'M

t..
12@Lgow
JUN 0 9 2008
DENR '+VATEF, QUAD 1
,f.�q inrfe R Ctnrrr,�,alwr
RI7n.•e
MR. ROBERT
U 11y „1
r:
{ JUN 9 2008�1;
DBR - WATER 00ALITY
THANK YOU FOR MEETING WITH MYSELF AND OUR ENGINEER
AT THE SITE OF WHITE-HEIAD SAND.
ENCLOSED IS THE INFORMATION THAT YOU NEEDED TO FINISI-I UP
ON OUR DEWATERING PERMIT. I REALLY APPRECIATE YOUR CONCERN.
WE ARE ABOUT TO START THE LAST PHASE OF THE DIRT FOR THE
STATE BRIDGE JOB. I NEED "PHIS FOR THAT FINAL PHASE.
ITIANKING YOU,

Best Management Practices
To avoid storm water runon from outside the process area berms will be constructed along
the perimeter of the borrow pit. Where the surrounding grade is higher than the top of slope in
the borrow pit the use of swales along the berms will be used to help direct storm water.
Storm water in the swales will pass through sediment traps, improving water quality. The
storm water will be diverted into an inactive borrow pit. Once there the water will have time to
recharge back into the ground and also allow the suspended solids to settle. This water may
also be used in irrigating wetlands adjacent to the borrow pit being dewatered.
To avoid storm water runoff the use of berms and swales will again be the method. Properly
grading the area around the borrow pit will ensure runoff be kept to a minimum. Runoff will
be treated the same as runon. It will be diverted through swales and into said inactive borrow
pit. Grass seed, silt fence, erosion control blankets and gravel sediment traps will be used in
controlling any problem areas.
The BMP Plan will be managed daily by one of several competent people employed by the
permittee. The permittee will inspect the site once every seven days to ensure BMP Plan
requirements are being enforced.

Effluent Limitations and Ground Water Monitori
Shallow monitoring wells will be placed along the perimeter of the borrow pit adjacent to
wetlands. Wells will be checked every three days during dewatering operation. When
dewatering is not taking place the permittee will check wells every seven days along with BMP
Plan duties. Accurate records will be kept of each well in a log.
To maintain surrounding hydrology, water of the proper quality from existing inactive
borrow pit or from the borrow pit will be used. Dispersion methods will be through sprinkler
heads or flathead diffusers. The diffuser heads will ensure sheeting of water to eliminate all
erosion in the wetlands. Dispersion lines will be fed from floating pump(s) surrounded by a
turbidity curtain. Floating pump(s) will not allow the pump(s) to draw sediment and the
turbidity curtain minimizes turbid water reaching the pump(s).
All water quality tests will be performed by a certified lab in accordance with table 6 and table
9.

Day to Day Operations
Currently the permittee removes approximately one foot of overburden to access sand
which is processed into mortar sand. Below that sand is a layer of sand which is not suitable for
processing into mortar sand but is usable as "fill dirt". This layer varies from 10 to 13 feet thick.
Below the "fill dirt" is course sand that is suitable for processing into concrete sand.
As of now only 4 feet of the "fill dirt" layer is above water. The permittee would need to
dewater down approximately 8 feet in order to remove the "fill dirt". Once the "fill dirt" is
removed dewatering would end except for extreme rainfalls.
The plan is to pump the water from the active borrow pit into a nearby, much larger, "idle"
borrow pit. There it will have a chance to have suspended solid settle. From the "idle" pit the
water will then travel through a sediment trap and into pipes. The pipes lead to a smaller
retention pond where the water quality will have a chance to improve yet again. The flow from
the "idle" pit to the retention pond will be controlled by the elevations of the pipes. The pipes
will be set at a high enough elevation to allow time for the water entering the "idle" pit to
improve in quality.
Once in the retention pond the water will again pass through a sediment trap and then be
allowed to follow natural contours down to Sandy Hill Creels.
To limit draining of the wetlands adjacent to the borrow pit, permittee intends to section off
the borrow pit and dewater smaller areas. Dewatering will be limited to approximately one
acre pits. After removing "fill' layer the pit will be flooded to help prevent the wetlands from
draining.

Dewatering Quantities
Due to methods of excavation, dewatering volumes shall be greater at first than day to day
operations. Below are some proposed volumes and calculations.
1 acre = 43,559.86 square feet
1 acre x 1 foot thick = 43,559.86 cubic feet
.13368 gallons per cubic foot
Dewatering 1 acre, 7 feet deep would equal 2,280,000 +/- gallons
The pump capacity is 1300 gpm, 78,000 gph, that equals 29 +/- hours of pumping
The "idle" borrow pit is approximately 5.61 acres = 244,370 square feet
2,280,000 gallons = 304,790 cubic feet
304,790 cubic feet means a rise in the water level of 1.25 feet in the "Idle" pit
According to calculations, 2.28 million gallons will be pumped out of the borrow pit for every
one acre section. This converts to approximately 29 hours of continuous pumping. After the
initial pump, day to day pumping will be far less. 2 to 4 hours (156,000— 312,000 gallons) a day
is projected to be sufficient to maintain suitable water levels. This number will vary, some days
dewatering will be used to irrigate adjacent wetlands. Heavy rains will also have an effect on
pumping regiments. The lack of rain will mean most dewatering will go to irrigate the wetlands.
The area of the "idle" borrow pit in which the water will be pumped is approximately 5.61
acres (244,370 sgft.). This means the water level will rise 1.25 feet in the "idle" pit. By setting
the outfall pipes into the smaller retention approximately .63 feet higher than the average
water level we can allow 14 +/- hours of pumping before overflow. Discharge into the "idle" pit
is 900 +/- feet from the outfall pipes. Time, distance and a sediment trap shall insure water
quality.

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_ - ._.__ __ - ___._______ -------- -'-�
IP
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r
SHARONM. r
_
NaB•25'SlfN
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62.98
,SgJeP3 N
y^
HAWES ++ ,
LEGrIN7
TRACT 6
S
FLOW AR40w
NHMA (
SHARON M. HA44ES
-.
a
EXISTING NAiL
DB 300, PG 84
�ww
0
EXISFiNG RAI!Rii-SPIKE
,A0
DB 430, PG 303
a
EXISTING IRON �IPJ-CONTRQQ .00 P.NER
'
c
EXISTING GGNCRETE !.10N13.41fiNT
-
•
IRON PIN SFT
I !
------ ---
RIGHT OF WAY LINT
I 1
CENTER
CD
N
a- scue 1•.100'
uT
O 100 =''J9 .a0
ccf)
ESP ASSOCIATES. P.A.
engxneenng.>•u*yvyeying.p henniaty
eJ,wewp�+,K e]e.a�(>1r0J 11J-sl.e
PROPERTY BOUNDARY INFORMATION TAKEN FROM MAP BOOK 25. PAGE
68 PREPARED BY COWAN AND JONES. P.A., DATED JANUARY 2, 1990.
MAP DOES NOT CONFORM 141TH GS 47-30 AND IS NOT INTENDED FOR
RECORDATION
-
This dra.'in9 and/or the Usign sho— are the roper[y of ESP A—ciates. P.A, the
reoreddc Lion, eilelo[:m, [,pMq 0. other - al lh,, d1a g w=tnau[ trier Britten
°n ser.L is a+anb'te0 Ono any n lgemart t —al
hele»k +cflan.
ESP Associates. P.A.
RICHARD
MEEKS SR
N18 18, PG 30
,20PCFESy,Q( �'�
a SEAL
L-3797 q
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r
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ENCFLYAR-,F;MSr+EO SLOPE DIACRXM
jm
.NO.
DATE
By
PROPOSED BORROW PET
SHAW HIGHWAY
WHITEHEAD SAND COMPANY
LOCATED IN HOLLY TOWNSHIP
PENDER COUNTY
NORTH CAROLINA
�'
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am
A39 },
pp a,. +
w �::; ;
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PRELIMINARY PLAT -[SOT FOR
A44 RECORDATMN, CONVEYANCES, OR
00
�4 Se SALES
eokN'eg OF3ol��e►��r�
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EN
}=Y 50.00
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j • �)Y .,u�+, aal • F�F� i 7( Iparf'• e (`P : 15
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`•.' J �iti ,Y- TS!r�7.r-� � ^�!Y';'^�:�+'�T'V.T�` .i, hfy iS �r .i�^4�'s �,�A,r��� �+�'v .x�,�i��+y-i'Fl �%� s�.o -, F. �� �' t�.+vZ
n �yiA. I -r sir,� ,� � `, � F'-. ,'.'- r � a 5*r4 , ,i, �� ti 1•'F p �; re- .J"�'h'-G'�Y ��' �+, �
3 N: .

DETAJL DF EASTS�DE C'-��
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of
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15
�U�T�.4�1DS

FINISHED SLOPE
10 FEET 202 FEET
5 FEET 10 FEET
E%ISnNG GROUND WATER LEVEL
FINAL EL• 16.SMSL
51 SLOPE
- FIND MINE 'OTT-
.......
EL• 1• MSL
OROAlfCE WIYN
LEGEN
z
BENCHMARK
0
EXISTING NAIL
o
EXISTING RAILROAD SPIKZ
0
EXISTING IRON FIN —CONTROL CORNER
EXISTING CONCRETE MONUMENT
•
IRON PIN SET0
----- - - - - --
RIGHT OF WAY LINE
CENTt LINE
skESP ASSOCIATES. P.A.
enginaerirtg.runveying.p funning
— rJnunPer. AC (swl srs-ac,s
NO INTERNAL ROADS
NO BLUI NG$
STOCKPILE WILL MOVE AS
PROJECT PROGRESSES
TRACT 3
ETHEL M. MOORE
+{- 125.77 ACRES
PROPERTY BOUNDARY INFORMATION TAKEN FROM MAP BOOK 25, PAGE
68 PREPARED BY COWAN AND JONES, P.A., DATED JANLARY 2, 1990,
1.4 SC4E • 20C'
I
o :aa xe eaa
Tnls dro-rq :I Inc d—gn snow'. arc :neoproarrty of ESP 4s"' I P.R. Ina
rearaau��c�, alteraticr., c�orn9rather use Iris owing . ;—t tour „f;"
cnsrnt is pro &ted _-,d "y .n h,gam"t •ill ee scnjet= :c It, sl qn—.
ESP a ,lucre, P.A
RICHARD
MEEKS SR
M B 18, PG 30
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NO SCNC
16
No.
DATE I REaseN
Br
PROPOSED SORROW PIT
;E3 3 ace
SHAW HIGHWAY
WHITEHEAD SAND COMPANY
LOCATED IN HOLLY TOWNSHIP
Z",
PENDER COUNTY
NORTH CAROLINA
ScSJ _ e

a 11/
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GP f�- Shaken
LN
n 04it RrD 1+V
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iiOrn ° OLD BLAKE
EARL LEWTS RD A A a a HOUSE RD
a,DORE RD 1505 p p - p 53 x OLD BLOKES
HIAWATHA OR G RI\,ER y BRIDGE RD G '1
JOHNSON• QO BIRCHR9 g999 DEER +,3xt �ne�'OGeR
LEE 1ERD �rg,0 Rrveq 9 `9 TRACK OR Players°
40 Y1HfTE 70CNfRIYERYFEW OR '1
�QO lYp
NARRELLRD B NORTHEAST QR 2 1512 pLp ' S 14�At,IS
1tat C nEERFiELD CT Y N BR{
CREE I59
O\-O BURGAW 0 FONTANEL LAKE DR n - 9 '� /
1
ID AUTRY OOP RD w p 9� l RD 1367 a 1508 ¢ A1AC
yi{RD / < WILLIAMS LN NO�'�"v ,{'.♦
PETERSON STAG a BRANCH q /A
ED COWAN WLLAVE PARK C DR Q I P
RD 7366 1507. " R01509 °'Dj+F'9h NO),
T
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WILMINGTON
- ST 1510 15D9
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ELECTRONICS PROCESS G6 f -
RD 1431 RD 1113 W '�^ T.
f
s gNDgLU51ANrR wi 1
AVIATOR LN x y, / ♦ ♦ 1
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♦� �T N 5S � FOR I 1
M� mY. xD A S VOGLER OR I l
RD 540 1 1
pt 9`Cr a o FyO<<Y -RED 1 1
St Helena ZjyEWRD 7412 'ui a,1 °YBpyrT4SHF�HAWK LN I Holly Shelter '
NEW RD T 4 C ¢ c~i H�q q� �ry0 ROAR LILLN GTO FIDHEYSUCKLE R°
Y MEADOWLARK CT Y y i cl �'�' //��`� °L YRTLE LN f \ `
X CARDBfAL CT O.`�C F .:� M_ _ _ _ _ _ GameLand
Y RICHAR0 EVERETTE RD PfKE �2 2 i P RC 'NA'
f \ ♦ _
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4►.,../ F� V D A BR�' •LE Zq HORSEMAN AD f 1 \
D LN p .q $ DR
p MOCPL GSiRDSION � 117 q eC(ERb p��� - ! / - _ 1 ! ` ; \ \
v O�' 2 Ashton 1 \ ('J, s(9�r Rlp EM `\ ` 1 ♦`1
OK
♦ r i �
HEWELLS
HDLLow
KELLYVILLE RD =�O¢ AFp� ♦ / I T' y _ _
Bw GROVES RD I / - - - - - I ♦ ♦ \ f� I~ T \ !
3 EVERERE 1 ` + ' I ' 1 . \ l ` E
RDILAH1 N �� Ao� Bloodworth ' ' / I 11 1� I 210
II
1439 Rocky o o1� 49 ab .' \ ` Barlowes
NO�t11 DR Point 9 d Dp
£ m c f MERRICK - 1
^- p 0� R° : m a p I V/ / f ` r ` -! �OOa Vista
C CARR YIH
�peTT Sr MCC
AVE YZ £ I / _ - \ - 1 ♦ / Wi
R 10 v m m o GA KENy x,, ♦ ' • - - - ` ` Lan 4
Y1D % y i ♦ y�
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!�c =G roacYSG q m cq m� �" o� RELEMRNTARY Rp �O x ' 1 �% Woodside p° ti�fi1
47 C +1pNSp'v $ pO'9 STR RD 1iV p _ \
C w ARIRRASPUR 4,V 9 `
3 G Rp 1440 i 1 'Qp� \g„ -
ICH RD ? Rb
i
ILN 4q�y B 133 MARgIyS 5
S LN 6 10 1. "
rp 18 3 ' 12 b7=kQ EN Aff
•_

Whitehead Sand
3421 Hwy. 210 W.
Hampstead, NC 28443
[phone]
MR. PATTERSON
DWQ STORMWATER PERMIT"'PING UNIT
1617 MAIL SERVICE CENTER
RALEIGI-I, N.C. 27699-1617
ENCLOSED ARE THE MAPS SHOWING HOW WE WILL BE
PUMPING WATER AND THE DISCHARGE,
WE NEED THIS PERMIT FOR WHEN WE DO PUMP. WILL p f;5 v
NOT BE PUMPING ALL THE TIME.
S EP � 5 70(1R
TI-IE LAST STAGE OF THE STATE BRIDGE JOB I HOPE
WILL BE SOON. WE WILL NEED IT FOR THAT. �N� o6
QVA
T K Y U,
BILLY-' HITEHEAD
WHITEHEAD SAND 9-1-08