19-10_2_Redacted

ROY COOPER
GmPER
NCO
MICHAEL S. REGAN
evesap.
Energy, Mineral& TRACY DAVIS
Land Resources O11P°or
ENVIRONMENTAL OYALnv
December 1, 2017
Howard P. Brown
Trianle Brick
6523 Nc Highway 55
Durham, NC 27713-9413
RE: Mining Permit No, 19-10
Merry Oaks Site# 1
Chatham County
Dear Howard P. Brown.
This letter is to advise you of recent amendments to the North Carolina Mining Act of 1971 which impact the
permit term of your existing mining permit. Pursuant to the passage of House Bill 56, which became law on October 4,
2017 as SL 2017-209, all existing mining permits and any newly issued mining permits are to be issued for the life of site
or for the duration of the lease term. The "life of site' means the period from the initial receipt of a permit for the operation
until the mining operation terminates and the required reclamation is completed,
Considering the above, this letter hereby modifies your existing mining permit to remove all references to the prior
expiration date to convert your permit to a life of site or lease permit effective immediately. No action is required on your
part for this modification to be effective. Please attach this letter to your existing mining permit for future reference. The
mine name and permit number on the permit document, and all existing operating and reclamation conditions contained
therein, shall remain in full force and effect. Furthermore, all provisions of GS §74-51 and GS §74-52 still apply to all new,
transferred and modified mining permits.
In addition to the life of site or lease mining permit provision, SL 2017-209 also enacted a new annual mining
permit operating fee of$400 per mining permit number. By statute, the initial payment of this annual $400 fee must be
submitted to this office by December 31, 2017— see the attached Invoice to remit the initial annual fee payment by this
deadline. Beginning in 2018, the S400 annual operating fee must be submitted by July 1 of each year with the required
Annual Reclamation Report as required by GS §74-55, Failure to submit the fee by the required deadline will result in a
$50/month late fee and could result in the denial of future permit actions and/or revocation of your mining permit.
Lastly, pursuant to GS §74-54, the cap on reclamation bonds has been raised from $500,000 to $1 million. Any
adjustments needed in existing bonds will be initiated by this office or addressed during your next requested permit action
unless you contact this office with a written request to have your bond reevaluated.
The issuance of a mining permit andior any modification to it does not supersede local zoning regulations. The
responsibility of compliance with any applicable zoning regulations remains with you.
Thank you for your cooperation in this matter. If you have any questions on the above, please contact Ms. Judy
Wehner, Assistant State Mining Specialist, or me at(919) 707-9220,
Sincerely,
William "Toby" Vinson, Jr., PE, CPM
Interim Director, DEMLR
Slab of NntlM1 Gaoling I kmlrpnnwnmlglMily I Eneryy,MineralnndW Nusoun'es
512 N.SalKbury Street I INQ WIT Service Ceram I Urrlgh Nonh Caroline 2)699-W2
41970i 9200

ALIT x- WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
March 19, 2012
Certified Mail
Return Receipt Requested
7008 1300 0000 1125 4978
Mr. Howard Brown, Jr.
Triangle Brick Company
6523 N. Highway 55
Durham, North Carolina 27713
RE: Merry Oaks No. 1 Mine
Permit No. 19-10
Chatham County
Cape Fear' River Basin
Dear Mr. Brown:
We have reviewed the Operating Condition revision request letter your company
submitted for the referenced mine site. This condition has been part of your company's mining
permit since 2000. However, the following information is needed to continue processing your
request:
If your company wishes to request an alternative marking plan, please provide this
office with specific details.
Keep in mind that marking the permit boundaries is to insure that no mining related
activities occur beyond the permit boundary. This condition has been part of your
company's mining permit since 2000.
Also, requiring the buffers to be marked insures that the required minimum 50 foot
buffers around the waterways and wetlands have not and will not be disturbed. In the
past, buffers have been cleared and had to be re-established. The permit condition is
an attempt to prevent this from reoccurring.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 -919-707-92201 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina,27604 Internet: http://portal.ncdenr,org/web/Ir/iand-quality
An Equal Opportunity 1 Affirmative Action Employer—50%Recycled 110% Post Consumer Paper

Certified Mail
Mr. Brown
Page Two
In order to complete the processing of your request, 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
Please contact me at [phone] if you have any questions.
Sincerely,C'
/� J
N f�kI�l�✓
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Mr. Tom Wainwright, PE — Jacobs, 110 Corning Road, Suite 2500, Cary, NC 27518
Wt16c-)()8d,9N(N1j,{
�1J.17b�}b ONVI
0 �

UNITED STATES POSTAL SEFVIOE MClass Mat
.1 iti }t y,„ �oslageLFeee paid
• Sender: Please print your name, address, and ZIP+4in this box
RECEIVED
North Carolina Department of
Environment& Natural Rasog!{MR.5 nc.3 Z��Z
Land Quality Section
1612 Mail Service Center
Raleigh NC 27699-1612 LAND gLuALITy
1740-7401 IVINING PROGRAM
12 tnt,tln,l,lt tell h1hl,,,,,1Fill IF I III nl.tl,tut,t [fill l

i �
0 Complete items 1,2, and 3.Also complete A.,Sig azure i
item 4 if Restricted Wine is tlesined. 10 Agent
Winery x 6
■ Print your name and address on the reverse Y ❑pddreeee[
so that we can return the cab to you. S. NeceNed by(Pen ed Nerve) C.9Z///Z
Ded M'DTt. ep
■ Attach this card to the beck at the tastiness, p
or on the front If space permits.
1. Article Addressed on U. bbltxrytldrem dMerenl ham item l4 Oves
NYES,enlerdeliveryaddteaslui El No
MR HOWARD BROWN JR
TRIANGLE BRICK COMPANY
6523 N HIGHWAY 55 a i�ryve.
DURHAM NC 27713 cemrtea MMi E.vrees Man
O_fiagizere] gelum aeceipi for Merchan&x
Insu i Mall ❑ C.0 D-
4. PestdcledDaes 1(EMra Feel ❑ ye
z. Amale Number 7008 1300. 0000 1125 4978
((reMerl am rviEe ldpelf_:I
PS Form 3811,August 2DDt I Q_ 1� oomeaec ReWrn Re�ipt 3��p�(� �, \ ucrw4azmt

Return Service US POSTAGE
Requested 1 n ,t` ,,5,0Q•4a
5
North Carolina Department of _ . I! �'.
Environment 8 Natural Resources a ZIP' i°��
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, N.C. 27699-1612
1740-7401
RECEIVED
MR TOM WAINWRIGHT PE
MAR u8 2912 110 cORN
SUIT ►i
Nc
LAND OVAif(v N2:(IE ?ems DE 1 Do 00/2e/12
MINING PROGRAM RETURN TO SENDER
NOT DELTVERASLE AS ADDRESSED
UNABLE TO FORWARD
BC: ?9699ti61?99 �124e-OS78S-20--3e
29e9901512 LJJL�Jd{��IJ:�LL����IhIL����IL�LILL�I�L�LL.I

t
�°+ r
'�� N
FJ_

MINING CHECKLIST FOR ROUTING/� 1
• Ayykats NAM OAL��Mr,,�r. fYtu�I Pro�at Maae: A//lut
Antle.dFMna NO.: y�
'�"IIt'I�o ' C..q, vj*Rady : O
RManr: A/d MA Rh[r Mdn Nak:
r
❑ new ❑ ReraAal ❑ Mown (buckrad 6atdaae0)
❑ md an (A&k yrmt W daaa) ❑ trader ❑ Reran
❑ FOU Rd= YAMUNd 1°faM&M ❑ Fa Nadal• ; ❑ Fa Rratmi S
PkW roeh adla Whaffm pdsyta tP. ,,,,aa
V' I J (� ) RWOKd`fa (a W9W myfM AUA 69 W"LOUT*M M"A#WW¢akn
c6d0a-to m cr aid afak MA t6 DWaael DAQ"Ayyboaa Rma Pm to the otka oqW and bA myta to thr RWNIO
Dde: RMW 41 Rerd
❑ DMda of WaM RewrW Ddt: ROW/ Red
❑ NC WOdUfe RaMrW CJMMWM Dda RMW Reed
❑ US FLA A Wflafi Reran Darr. Ratad Rend
•. (ony w wira m ad mocem MFAW tkd AN bad to tkryand)
PkaY rwte im 9 papa of the Wkadron ad any kan muq ta:
❑ DladaofPaloARaadla Date: Raded RWd
❑ NC Gak W SRray smum Dde: Raded Reed
❑ DMOM"I Mab¢ VAMa Ddr. Rated RICd
❑ DMdaO of Sat AWAfa CMerraba ( W LEA) Dda Raw Rad
(ody an gybrdlar ad aaor4m ryaar tW ad and to dr ymit)
❑ DWM of AMkM&Mtdory Datr. Rffldd Rend
(ony an#&Au o
❑ oam Dda: Rental Rend
••sttrast Hatt for cmtotttnkc: NFI (w Idado zs d"1'/"" rargU
❑ Fkate ade t6 fib":
fn2 VbUP 77dZE.
� s I
( aOVwJ

JACOBS Sui Corning Road
Suite 200
Cary,North Carolina 27518 USA
1.919.859.5000 Fax[phone]
April 9, 2012
NCDENR RECEIVED
Division of Land Resources
Land Quality Section APR 16 2D17
512 N. Salisbury St.
1612 Mail Service Center
Raleigh, NC 27699-1612 LAND QUALITY SECTION
Attn: Ms. Judy Wehner
Subject: Triangle Brick Company
Permit 19-10 Merry Oaks Mine 1 Permit Renewal
Operating Conditions - Response
Dear Ms. Wehner:
On behalf of Triangle Brick, Jacobs hereby submits a letter responding to your letter of March
19, 2012 to Mr. Howard Brown regarding additional information and specific details of the
request.
Marking the Permit and Buffer Areas:
Triangle Brick proposes to mark these areas with a combination of stakes, flagging and spray
paint on a line of site basis.
Permit Boundary: Orange in color
Buffer Boundary: Blue in color
These boundaries, for the most part, are in very heavily vegetated areas. Triangle Brick
proposes that due to safety, this be conducted in the fall. Chances of encountering poisonous
snakes will be greatly diminished that time of year.
As a side note, mining progression has slowed dramatically over the last several years so
mining will continue on the "east" side of Mining Area 4, minimizing any offsite/buffer
encroachment from now until Fall.
Respectfully�, A
J
Tom Wainwright, PE
Project Manager
cc. Ricky Merritt- Triangle Brick Co.
Jacobs Engineering Group inc.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
March 19, 2012
Certified Mail
Return Receipt Requested
7008 1300 0000 1125 4978
Mr. Howard Brown, Jr.
Triangle Brick Company
6523 N. Highway 55
Durham, North Carolina 27713
RE: Merry Oaks No. 1 Mine
Permit No. 19-10
Chatham County
Cape Fear* River Basin
Dear Mr. Brown:
We have reviewed the Operating Condition revision request letter your company
submitted for the referenced mine site. This condition has been part of your company's mining
permit since 2000. However, the following information is needed to continue processing your
req uest:
If your company wishes to request an alternative marking plan, please provide this
office with specific details.
Keep in mind that marking the permit boundaries is to insure that no mining related
activities occur beyond the permit boundary. This condition has been part of your
company's mining permit since 2000.
Also, requiring the buffers to be marked insures that the required minimum 50 foot
buffers around the waterways and wetlands have not and will not be disturbed. In the
past, buffers have been cleared and had to be re-established. The permit condition is
an attempt to prevent this from reoccurring.
1612 Mail Service Center, Raleigh, North Carolina 27699.1612 -919-707-92201 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604 Internet: http:llportal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity 1 Affirmative Action Employer—50% Recycled 110% Post Consumer Paper

Certified Mail
Mr. Brown
Page Two
In order to complete the processing of your request, 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
Please contact me at [phone] if you have any questions.
Sincerely, I
O
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Mr. Tom Wainwright, PE — Jacobs, 110 Corning Road, Suite 2500, Cary, NC 27518

MINTIING 'CHECKLIST FOR ROUTING
Anrlltm JNOM JAA. 04 Pt,,/, - PreleMA : MOae,1 (�aLe7 tX
U �
AnHe.1FerRR Na:: 1q,16
Cagily: �.�n PJAv D&R=VFd: ,,1y1 / a y /�
RtdtAm. Al e 0 d A.n L. Rtvtr BiA Nmee:
l ,
❑ ❑ TYM*r ❑ Rek"
❑ Path)Rd"M ❑ AdMsoval tormdnoe ❑ Fee NRdd: i ❑ Fee ReMML $
Pkarc rwtr adtre gpkmft n PadrjT to.
VG.rabAL � R%MW ja (z=FLUMykm, dtah t4-ULS ROMW afia Mftdrd N tr&m RMM
c6MW,tomeanemi aRaeh W der DWQaA DAQm"AfAmum Ram F to tilt Eder wpT,ad 6A my'a t0 the RoWd
RVIEW)
Dd[: Radd A,'L ;2Q /�Rxd
❑ DtvtdanofwaMRrsoRaa Dah: Radar Rerd
❑ me ways Rmatrae countDloa . .;vnde.. Redd Ra'd
❑ us FRh a wt)dhfe service Date: Radd Reed
(ody aR#kaumr and XAPl mm agaRr da A W to aw rlpt)
Plan mu(tat 3 OWW o/t)te MAR ad oay bmum vogr to.-
0 Dtvtdm of Pah k Rarwnat Data Rani Red
❑ NC Gwkg w 9RaJ soma lAft Radd RWd
❑ DNWa % Matee F[dRrla DAr. Raid RWd
❑ DtRdm of sod k wafer Ceaervdla ('hs LEA) Date: RWd Rad
(odI ea gfbmdmt ad uad NUM aga&tier aid W to the,mm)
❑ DMdm JAY&M A LWterl Date! Radd Rxd
(odl w gidtr"W
❑ othm. D& RaW Rend
••SXgM Daft for Comments: IA) A- (ra liter am is dqr frog mff to r-
I
❑ PimR lmhe the f Ar": C�
.J-m U1LIM �.
i U t.
U�®vyve„
nn---

rlb
0

JABS Suite
Corning Road
Suite 200
Cary,North Carolina 27518 USA
1.919.859.5000 Fax [phone]
February 21, 2012
NCDENR
Division of Land Resources
Land Quality Section � /C
512 N. Salisbury St. RECEI V GD
1612 Mail Service Center
Raleigh, NC 27699-1612 FEB 2 4 Nlt
Attn: Ms. Judy Wehner
LAND (QUALITY SECTION
Subject: Triangle Brick Company
Permit 19-10 Merry Oaks Mine 1 Permit Renewal
Operating Conditions
Dear Ms. Wehner:
On behalf of Triangle Brick, Jacobs hereby submits a letter stating our concerns with two of the
conditions as stated that accompanied the above approval. ( per your email of January 13,
2012) According to the approval letter dated January 11, 2012 to Mr. Howard Brown, Jr. and
attached permit renewal, there are two conditions that are being questioned at this time:
OPERATING CONDITIONS:
5A All mine permit boundaries (350 acres) shall be permanently marked at the site on 100
—foot intervals unless the line of sight allows for larger spacing intervals.
Response:
There are over three miles of permit boundaries at Merry Oaks I. That would result in
over 150 "permanent" markers. Triangle Brick questions the reason for this request and
what beneficial outcome is expected.
5.13 All buffers along the wetlands and waterways indicated on the Overall Proposed Mfne
Map, Sheet 2, included with the Mine Plan Renewal Maps dated March 23, 2011 and
Sheet C-EP.01 last revised November 22, 2011 shall be permanently marked at the
site on 100-foot intervals unless the line of sight allows for larger spacing intervals.
Response:
Triangle Brick understands the need to remain at the regulated buffer distance from the
stream channel ( and wetlands if there are any) This should be done with "lath and
flagging" at 50' from the stream bank in this case, only as the stream nears the M6
mining area. Areas that are subject to "redisturbance " by future mining will actually
progress in a direction away from the stream channels and therefore should not be
required to be marked.
Jacobs Engineering Group Inc.

JACOBS Corning Road
Suite 200
Cary, North Carolina 27518 USA
1,919,859.5000 Fax [phone]
Futhermore, Jacobs Engineering has been submitting permit applications and renewal
information for Triangle Brick since the inception of the Merry Oaks Mines I & 11 Mines ( formerly
submitted by Carter & Burgess and before that submitted by McKim & Creed). Since that time,
this is the only permit or permit renewal that has required the above conditions. The 10 Year
Renewal Permit could have been virtually unchanged had it not been for redesigning the
Erosion and Sediment Control for Mining Area M6 as promulgated by the new regulations, the
only area to date that has not been disturbed by mining. Therefore, it seems unfair to go beyond
M6 to meet the conditions of 5A & B above.
In addition, it our contention that Triangle Brick Co. has met the requirements of the Mining Act
of 1971 and the conditions for mapping requirements as prescribed in the NCDENR Surface
Mining Manual. 'p
Please be specific as possible where to find the reference for the requirement to permanently
mark the stream buffer and permit boundary. We will then asses these requirements and pass it
on to Triangle Brick Co. Furthermore, if this is a requirement, we contend it should only be
applicable to the M6 mining area and not the entire mine site.
We await your response.
Respectfully,
Tom Wainwright, PE
Project Manager
cc. Ricky Merritt- Triangle Brick Co.
Jacobs Engineering Group Inc.

t,
TRIANGLE
k ......1, COMPANY
YF K'tf k P h., V
E MERRYG4 Y r NU . 1
294 King Road
Moncure, North Carolina 27559
MINING PLAN RENEWAL
NCDENR SUBMITTAL - MARCH 23 , 2011
• MfB/,NE
1
• GuxNCM Di
°HN ` ;"` ao seo JACOBS DRAWING INDEX
6/ (RENEWAL PLANS ONLY)
2e Sheet Number Sheet Title
15 '
C-0.0 COVER SHEET
IX
01
' C-MP.01 M-6 MINING PLAN
1 IOLLY SPRWG4 tlAYttRI , C-EP.01 M-6 EP,OSION CONTROL PLAN
MERM O G
ru°unY veaR+• 70 C-ED.01 EROSION CONTROL DETAILS
PROJECT 95
•GEtlFbRG LOCATION 401 4° MCKIM & CREED DRAWING INDEX
(PREVIOUSLY PERMITTED)
Sheet Number Sheet Title
LOCATION/AREA MAP
SCALE: N.T.S 4- EROSION GONTIRGI.
on
EROSION SONTROL DETAILSRECLAMATION PLAN (2/2)
EROSION SONTROL DETAILS
P
O
sN r°RG
1
�y,Qp KING ROM (SR 1911)� RECEIVED
BF
0
TRIANGLE BRICK ��n;[, QUALITY SECTION
U
�O 9
3 �
g
-"- PROJECT REVISIONS
Y
o REVISION DESCRIPTION DATE BY
NO.
E B SUBMITTED FOR PERMIT 10/20/11 TSK
VICINITY MAP I ��
PILL
JACOBS�N.T.S1t c
✓ 2202 :.
NC LICENSE# F-0287 ✓ Y:".m 4,111 CORNING ROAD i
w SUITE 200, CARY, NC 27518 �'f+finnilnf``�
m PHONE: [phone], FAX: [phone] '
o CONTACT: [e-mail]
3

f
WO x tm J Z o 1 Z
ZI
I-V In . rCS " .alwinibq M � � ❑ Q
J�Z
QU ¢ s ` ' P..........�i y a oz a d O
ro - a o P� IJ< o_ ; $ o o
S r.m m ` YY " $$ JQN y:6: N ro W tv ❑ o
wU F m U U LL ¢ Oa _V:N�.i�yJN _ Up ❑ o zz
{ ^m az y .f/)N ca.�` �` � w
N .+. IyZ ula ¢ f 6 Llp �yN (`Z: K W W W W d J F L
rg r z �e mm w uu i rc" �� �y� p Nzo ¢ ro u=Ni Z
5� 4 {`a o rffi'O _.LL w xNitia O i�l, � �F W W Z Y W y
U OU � o W 2 U) Y -+ pW Q�SQ U Q J¢ W d CO 01
E a � wa � U) < K Q K 2 V 4 y C W
2. a U ❑ U 0 ❑ C
s
0
N o
d
r
a
U
Z
O
0
W
S r` 3
t
r W W
w
It wo o 3t O x
Z
Z J pp
U �i o rz z w 3
5 a o o a a w "�
J O Q (9 V' o (9 O 0 Z 0
2 Z z Z F Z z
C J L
F
ww
I P W
LU
Z 3
r
W � I
g
/411oI-
77
if
IN
N If
a
t \ \
> �,
.14i Jr I
if
IN
17
f 1 �
if !
} l
If
,
A
17
i f \ v A
If f
�j� � / a , , / t ' ( \ L � 1 r �✓ r�/ ' / err// // �
i
IN
t I
IN r',/ If
If
Ix, /v v �q I W
/ 1
fill
If
I If
1
a I
Wl
ILIA
1 r
v i
l
uk v I � � I
" r /
" �1
Y, � �� vv �
A� /
�Y V '.
�. A_ :� —
\
\ \
hh
NI
I, XIIIIL Oft
J

2
Wcli�aM J Z a c r, J - -
Of bQ �' L ZZW a a z
�� � J
d^+°%^'`" L N tttlll„Ills, O J 0 Z
2,:
^ o 2 � �� Zo �PP� / ¢ zz� W w Cam) C7 d Z J O
h�� 0 0 o m x r 0 .a dam•. .r < o- > > > W o
GC oC O C, , .._ � W 0 O CL
m l� IV1 / ;Z -ma z J U _ J N y.Q_'_' In x r-0 M m W N o
'" l 1 �V r W V U � � m NLLQ OM -¢: QO Z:�i= Uoa - - 0 " N t/�
:) '= r MWN � m n U 3 F- =U• WN ?z X p �i Z aj v, J
- r m� 0 m pz $m 3z •y • N C�•�\ � w � J p 0 N O O m 11 1
�s z Jxz� g c' � g w_0 ;y .:0 F`'.•' w Z- w O N w w w � � = = N a W
sYV UU ¢A W - Q2 WM (y0 �� > 0Z W O N < I '1 } = U li E
Q n0
04 -
W y C4zi ��prx a III!Z% =0 �� O ��o�`� \ �3= Z W m W Q = W
o a `o, U o Z a { m p ~ Y Ill
v lii aa�i Z a�
F/�, CCO O wc
a>
:� C 4 � 2 ''> z ,a a8 � m U 2 d a a U (1) ca N G V N
W 3
v
J � o
w
a a a
� � � 11
U
cc W cc L 3
_ � C 12 o
1'C
c Z
Z N
W
y y o 0
Y Y Y Yca E 00 00 E � Y E 00 Oo
r �E', o o N 0 CV) a 7
,A N 'A
qAF0
�' m m m
Eu u '�n oTnCC � CSSv c C W �' 5'SS 'G `m.,ec S cu c s' •, ' 4 'i u mlu Sia C7. S Sv . C � o v
�yp ppp��� SSIQ (off� 0 0 88 E o E �py� �yOy a y Lq
9) m Na N O Q N m N m N N N t0 N N Z : pp f(gpm, (p ^ , O N N m p N W O_ 06 � Z Y m r (h C'j n y) N CJ t7 N m N N fV O O /Z� H
L , W �D � fD' (O I � N t4 , �. L m N N N N Y/
C 0 a p ca 4 3 ,. c .�` Q Q 3 C q r
m v a d c i c m ;� M m m L o ,,.8g o. c .m 2 1 o �
m a o 'c > W m m c c m v 5 m. A m a v ° m c c m a c ?u in
m a 'O .= ro co
a O a is a c W 5 N ro I O. O > m m m a s > 'G
c � � v ' ° HmEdr. 0 3 w � ;me! D@m ap aE 'fi'ra oW3o) m cmm3vs wom ^`+ E � O op13yW w
oa 9 a - F _ a d a a � m a g ¢
€ ¢ y > � 5 /� a 3 m 2 cc F � � `m � a S a F m m m «
¢ mat 8 « E w a o fia E ¢ ¢ 3 a.r rn a $ a a 5 E ¢ _ , E > N a ' m
'� 3mm a " v � `m itl cs mtim3 c m 2 my 3 io � m ¢ go- � � t � a wa � > mg
o ¢ a m ca .- v_ Eoz cw W - K a $.,o¢ 'a to ;mp ,�xut 3 F o ¢ ma m cmO = mO c c W m = _ 3 m O
NE m � ma m3 3 a :! aEE `mm W (n E m � W c s WCn m m m E ma 'w m Wfn -
E E -+ Eoam Nmo rnLL d 'EX.� 3 .x+ Em .. -1 rn rnLL 3 3 � 3 �3E - 'mmE �' m `a - /
oz 2 sc ; " x ¢ �-' u 2F' oom � m x>s - =0a . CH o � c � � - 's � 3 � x ¢ E ymU � .
do o c � mOmoo iccoom Z Qo o ` 3,0 ,g0D ¢ ccd`E Z do o sNOcmaZ '¢ ccdm Z 3
> I > I m =_ o m ac -X > , 9 as ; mr m s > � > � m = o m m
f%1 N J 'a H I" 002mm m W '. , J . ,. f m 'j`'� i 0 N Jm-EL H mU.
w pm NdQl I N ,, % UJ W Wpm �/ _J
y � � U NU)
N Z N O O
C)a ra Na tea �
w w w ap
� a C) U U z
D
x * m
o a --_
l, I
_: _. __ _ — -_ __ •� .. ._ _
_ a
.�
\ \\ N
a Z o Lf)v'1 N 1.1
(A
\ �.` I Z � m m � - o Z 2
/ \ �,— g D z w =
- / '\ r I; Y O 0 to 6 p
Y ,^' '� - 3 0 0 M o o o o Y
r
� ,
0 3 \ / / / \ ��� 77 1. .� " 1 J N W a o a f a w
a W O \ . / \ `� _ _.--'-_ \ ti� 1 J V) � Z Z Z Z Z Z W U
z W / I \ ► 0 / _I. r .-_�..�. \ w j �- F F F I= W Y
J =z -�� as / \ r .�� r4 �. \.' \ I t- a cn cn cn N N V1 H U
E w \ �t / \ r.'� '�,��� �� �' 1 a ? w w w w w w v�
m / \\ / � \ ` I `
{ I I
LJ f ` R
mz}w�ul \ • ,� \ \ o �\ ,. \�:::. \� I
woa U , / v WM', , �v v�
Z J O LO , J o ! / / t� r ,\ \ - �yl II v I
'vJaoMw I, m s,� , / /�� /�' v \ `xw \ u'� \� A ��
Mwrnmarn . `", - ma / / r .v - , A \ V AU�`aa � uA� V t
Y / 11 , v vQ �NoA v A �,
i m �/ Ir l / N'� 2 b C'Y� // i Id V. I I , I - ' 1 y
s t . r / / / ,\ �� y 1 , .. I W
�, 1 J
' _ // _ \ I, / I
I , �S-�'� I / a 1 / / r/� / , % i I -
I . . �� t , f / /� "\ Vim,v�a�j�10 00 1 ! 1 , // / ,
:` { r I t f l r t �W 1 fIf / t / J t i i ,
le I
11
v /! p�r�r ' v vJ� , t ,I i
,� y
\ 1 { � / / / Ifz / r � \� Vao , V iI I I1 j I I t �`� nI ` "rt t` ��v� .
/ w I
r f\ y t j �,NK / f W\� ", V ,11 ,I \ .� I\
i
_ 1 t 1 I ! ( f �` !� i V d F/1 I
�t .. i;
V I a /
��
t 0
V �V A. t a i I I 1 tl i/ O.O'f�/ / % '�% ��� � �� ` \ ` A�� AV r �� } �i
e �\ Wl I, l I I I / ,KW f / .� ZD A A V \ . t II _ _ �1 i \
\ z \ I l i 1 , I J ,I / ,,�' �, 7)y fn \ A A v �`v �i i tt t t \ III, s �.. _ __ `.� I 'I
t / - , ,r'- _ , c
L. I I t [ ; I' M , t /' C9 ,I \ V ", 1\ A �` y t t �, I � �l , � el
\ 1 i t r , I t , A �' ,
a 0 �li , j t� � � f � ! J / �� "-gi p'-- � ',w'\ � `� `� "` ``, __. i I ` �
v\ #Il � / '�f f / -O vv v A y �\ I ` j
r ! Ir �1 t � !el 1 �...,V \ � \ vp !
I p �1
t / r' � 'V ,�. / 1
/ j .!'�' 1'1 I I . i y i t ! / % ___V A V A , � A, f ,L M 7 t t
!� I / / V A V ,--,. A �', U j I
l ,t I I I l '.. ' ` Q' N °� 1 1
- �It , � f\\ v
\ 1 k/
E I /� v �. V �. A v
V I r 1 �� v �. t '
/ r�1 7 l i I I 1 3 I - / ! f .J /J \.._ V A •�V �•��V AI ✓" I ` ,' I `
\ / I r I t t 1 /' V A ,\ \ l - �,..!/ a ,; " / 1
_ _
11
el
f i/A
!t rt / j i r 1 ! � . ! , / I/ f � A, ` __� A '1 , � \_ _ _/� �':.1. '' / / f �14 � j / /,
/ i l r 1 / / t �� V \ , / / f 1 / / O
/ J� / 11 t f v v A 1 . /f z
/ /'d j t r e t r '�A 1 1 !11 r� "- // r / r♦ ® � I / / /' a J x
/ / ,l j / 1 r , f , I 1 , ��� �....., / t � � �/ i o zW U mo
/ ' ! ` I 1 A v / t f. / / 1 � f 1 / /WU � z z o= �z i wo
% r �� �/A 1 I �D1 3D r V `4 �_\ \ { t_ � 11! / %/r,�,/ % �'/ / (J W MO JJz J ZN �Zp aQ I
\ l
/ ` c� //
/ 1 ,1 i f IJ YMI ` Ul I 1 ; I I ` \ ""' t t /� : / ' � / / / Jr'�' �- oz m�a0 w� NF w U
/ �' / I ; � o ^} 3m � ' t t t �... , t }. / .�. +, , / >+ , ,/ / ,/ / ;� Z t'-i� ��c~i�nw UW �� Uzw
��/ ri `, Ij F _ ` I , _ `^. % y a� "' % / �//j?J ,`�/ / /' / W m w>- 3 m m z �/7 J a m a m
/ / �, r I R � `li rfn\J, t I t "`, c i A_ � �'��/' I � / ,r r / / / /' / / � U �Q N -� WJ H �Y
/¢ / / r I �r w I t J I, I �� 1 e 1 , / z omow oa p p pw�
~ I i .�aal ll � ,t �� I 1/ / / JaZl-a jJ WO ZO JWZ
®!r OJ t r I IT I ;p�IQJ_� Fa� Iy \ 'J 1. //./ f i ! r i ' � I, a.a x0 m: oO 40J 1- DU 03j
J-s O rZI IN 3wH i - _ , �,� � ��` //'r , I, ' /� !/ / / 11 , /; J r a ``--� UKU W'S JD Z F.-<
a\ gm / ;21 a IOI. �I �3 It , 'S ��\ �I i' I � ✓ .' �/ . W d' 3d' OHWOfn O Ow ZWJ
3\ =z �, + 1 D� �'' i I \' �_� v \ 1. / ./.f ' / � ! , ! ' / °' o� a�oa �w JH �oa
a �• wt� t. ( �I , I W �a zZn� ` f �''I A1'�, //� / , ' j 1� ,/ , i/ f / / z n o�a�� oo� <M zoz_z
m > •zw zz �� ��.�'' ! r r Co �_} UJJ W z
N-t �( I � j - 1 Q IW i I y 'a1 \ V ,r,... l l / r f / i Z WF- �.OJw� JJ K �Z�w
} OOLOII�s b I I I ® 0�� JJIN , t �._-.� t t '� �� l� Il , ! ,, f /, / 0 W wU� ZaFa- 0} �a
WN= II I 1 ',r °,, �,��'':: 1r , i / O� >�OmJ VIOz d'O Z w Z-
cvs N r �' / o ¢ zo <a or z w�pw
ua I °L y `� / / WMo oz W zw�D
0 z w 7 I ,I I I t W V \.�/::':.:.:.J/ 11 / ' / / r a ¢ W w o m o
W OQ �- �, I r I Z \, ,VI; i �,I�I "'''/ f, 1 I, , , �: ' /r W DW �K�_yZ WNQ OK Q I-
Wr=3,D . � II, 4 I ' r I I 1 ZK \ , " / �/ , / a mow_ DO c9 F �w z K
�'
W a J A I :I i Ir 'I I .I I 'v... ��, l '`i_ / % , H
�id't'ow y t ` v ` _ p A v �_ / j r I , ul3? z zUw prn a aoaU
BoJadml�l l � i ` l mpp[ \ \` �� / ' -' /! '/ / ; i Z z �a�l lz zzU �0 0 �z,,z
W NKVa[n � �\ �� ��� y \. \ ��A \\\ , � �, �a `.�R� \. �� A�< ��'"r� �,� '/ ,/ ,' ,� / , , / 0 oz W0< O am� OW U pf-WZ
�` .. w N - 10 0 V M N D W_ K m Z Z D Z W
I >% /f -� �W.N � .. .'/ j aNm ¢OmUW ��_-I WO am�Z
/ / OM
I i�^.. _ \ (nMM gl �� acY�z< i- oz z w
- - / � �' �W, w r-wz o - aw
/ ��-,4 l� / Z J
.-- 1,�-- F J wCf
' `'` X, �� ., ` , ,�'�� v o z¢o ?moo,? z n� a3 m ?Z�L
j 1 j a ` l,lj V I, A �� �...A, . / / m
. : 1 ���
�,` �a
ii I
�
_ n
11 I' , ,e( 'j - I . ,
..
t
; //
i//
� ' / r r' �// =� T' / / < �g two ._1 a� pz o
` /, / / _ -, r11 I t = i iG � moa z�U
1. I ✓ ( , ;/ / .�/' // ✓' - _ r - o , /U - �� a . '�-" m U>z mz 0`�❑ Op rz wof� a
.. ,� - -
i / , f, / '-- _-_.._`� , - Io.O;.. o00r � :r�ii I Z V W aU- w0 r / / / / / - _ / / , / " . - ril, M - / Z 0 rN > OZK D W fn
I : / �' / , - _ , / O' x W p x, /�.'
/ ,"� � �, / /�. /rr / _ / / .l / 'MHO - .�_� _ ,N , 'NZ / 65 J m00U EO ��U oxwr- a
/ �` ; i 1 / t ! / / - ,' r HIV II,. 0'r .... ,� II �� , - _ W I�� a� JZ wx 0 j
i
' ,, W % ! / t r !� // ''/ �/' ! / , , r=,-w.w ,� mi '. �- _... UWwr � 1— <w O� zxa - �oU�¢ma3 pl O Y
/' Z, i1
- ! t - / " Uaa '2 u �,. Hpd /2 I A F- UW (nD0 Vi w z Zz0 Iw_ w
1,` !� . /r . i , / p H , A C9Z z - aZ ar-
i f z � � / � / / / poor � % l_. 1 p,r-��,�,�3w, , - // - zW Z� wasp omo m.� x
` m / , ! r ;' / _ , . fJW'NJw _ ' v _ zrnv� x z-z g am U
f .
!` �/ i % I U / /�' / to(n a 1 .z -- ! ! / Z¢ 20 z
j of % a0'Z -'' ��' r , / � / %7i }} I J " �p // \. Z K W I �1' WD3mJ O
D , / / a00 _ / , O'M-2 F .� 1 0�'M r � fD mD 1- I 0o d'J-F-F- ML, w
rm / � ; �W� ADD 2 t � 4 F ,=)=) c� I �' a Nz ow >WzDa� g o-o a
D
pU iw z / :. ���F z -... - .. w�-.fit-! z / Jz J ao wcncnam ar m
a ' : t ! I '62.6�t I i 1- W - �/� / ,i ,W-Z'aH >,.KZW dZQ / /.•' OO mgH (/jW a'2 f- a- O
W �. 1 CL
I ADO. , , ,' - ,, , > DWI Z a __ _ ,O��A m �-� = Q J d� '�a W = w o
._ t r ( �L'I� 0 g'�p m J _ _ - . •'/ N VI o F-W w pl
f:' :� o
_ - o^ ' , I oM 1 =cc r t ` 1m 0 l' % ice . , - i , W� a w3
( ; << D ae_z ; I / r mew - / / Uo m wa 3:oM zmwn� �o U
- wzv Jx� m a m z
/}}}
L±- i Ij `�a3a ; pa0 I .,. ., ........ - W WO 3X .. WJO ZOO J
F,
Nn
J 1 Z : I ' i / / Z U O W a J-Z a W
I If W
� t' w i �r �� W �_ p a J
-- , - ° wW II ;�� ,' ,'an - / / , , "� ! / Z po �r-a �waJw� i �w� W ¢� �
�4
D
� _ I - 5'NONpa W aN f l / C)Oo �. oQoWoJ�¢mg�aZQ �o v=
I N _
.'/ ! OEg"I 3l-IaIW '� , /' ,� ' t� I _ O O�< OaZ Nt,.J VIWa Mf~il-�HpOp� �w W�
!! Q
r
yDiD `,f Zli , . ' ,� / UZO KZ JOB O� m Na �MW x0
/ il
/ 'iI 4'.'�ta� Z r / z UZ F J0 m QZ�`2 a aZU��'K N 0 FW
1�x-a �+ I f!- / z-a z 5; 2' ow z hCM
I >RKwOZF-a , / / O owe $�> NMaoW� �Zc~iW�9 w oaa Oo
I b�5O m�3F �.Y. /
/ f ' _ cnp ap agJaw �a¢ ooma- U zz
/ owJ ZU 0 WJ awmarn aWU> � OO
l , , / wZ� V)i=1 �<W�¢m 'a<o<w��a WWa- �-{-
' I � ��� , b�� :W, ,ps _ 1. " ::I /; / o MWO ¢07 xzQ2 3== �t i
Op '� D _¢ D I` r M' rmU wz0 U' oSF-Q m Oa[1 DO
1 n ZU .� {i.
' I�M:Oi ;N FW-LWi. 0'.O , �Z �.... ':.� l W N M d' N
D i
,l I -`II;11: 7J �w ZU U O I'. '...'..�
It ;CL W\ p b� Li
�� IZIN vl N 3w CD L�j H aJZ d'�r wW -. �k 11`O N } .� j:.." ..j I /
II. Q W \_ W m I'-J 11 m �. f Co
1tz
1 ,I � , I. �.Zin=> ,OlOX9Z \. Ma0., f `.. \zt UQ.a ', x�N �l I "" .'j 1 .r ' O_W� O Lr) W
' I , - S II ar, zzw` ,I I, vdwm u1IOv`oi '\ 40`oNow\. . : I I� Nm�w �W o
\ -wozzw wo . O� z �N., `,�, &NoW ¢� aQW
a MamD�m � UIWw Ofl. W ,Z\ 3 1 '�
\� I - �, cea0 ��:S, = O0.� v \\ _ i wUp Ow OD Y-
1 .. ,\
'I t a ` I _ M�w Z �a wJ~
\ \ U N <
I Do =3a
\\ , __ _ vv �v 1 2�Z0 �J a
�. V a'
N
\ ,
,\ ��� v � . j o<�_ oa o
\ m
\, A\. '.A , �`. i OZH� OZ Ua3WMJ
j
i
/ O ¢¢
t,If \ , , t g m Z a p a 0
v A "V \v . ' _ 11 WWM< o �WZT Z
�\\\ \ 1 Z zoo a p ��aa
y v - .� _. ,, 1 I LW Z w� � a
�. 00 . - vA _ a - U��Z �Z OQI+-
a zi. ,\ V � -� % ►� //yyam� v_oo a o z
r '3 JZ ✓ _ - LL Z �"� 0 O� DUO
/ / ✓ J W�� �, !� !'��f. �• �F•i�F+��� v - I. A � JJOd• WI-� HW'^UZ1-
-: IL' � y. _
V / / ,GYJOZ .y . .I.�V.-.�.�« Z Nz�z � OW I W a
f ', `y. a co o'.-<. ' �`� �,�. `" t ` \ _ ', _ =o a ra- w m m O1 m a
r� \
V , ., N, ro
/ z x .� v v UDv as as mama
f
wr mm �i� „ �,`,
`
i ` , / /W H a-0 U\ -_ - % A _
0
> . -
` I - r W,?,-,0 W'
J a Dtc a..t. - _ ,
' faO W-tn�aN
i - t ,_

MAINTENANCE GENERAL NOTES:
INSPECT SKIMMER WEEKLY. REPAIR AS NECESSARY. w surti a rma "f
WUT a9xe 25% 1. ORNE 5' STEEL POSE AT LEASE 24' INTO SOLID GROUND. MAIMANFNCE: A TRASH: IF THE INLET SCREEN CLOGS AND THERE IS WATER IN THE BASIN, TUGGING ON THE ROPE SEVERAL FIFICE
Mick
2. USE STAPLES 1' APART HORIZONTALLY AND VERTICALLY TO ATTACH THE FILTER FABRIC TO THE 0 MINE
TIMES WILL USUALLY WASH THE TRASH OFF AND RESTORE FLOW. IF NOT, PULL THE INLET TO THE SIDE OF THE Mi ount a:AREA WIRE FENCE. INSPECT CHECK DAMS AND CHANNELS WEEKLY AND REPAIR, AS NECESSARY FOLLOWING EVERY RAINFALL EVENT OF GREATER C
BASIN AND USE A STICK TO CLEAN THE SCREEN, OPEN THE SCREEN DOOR AND REMOVE ANY TRASH OR N 3. MINIMUM RAFFLE SPACING IS HE THAN 1/2- WITHIN A 24HR PERIOD. CLEAN OUT SEDIMENT, STRAW, LIMBS. OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL
SEDIMENT INSIDE SO GRASS OR TREES DO NOT GROW IN THE INLET. (YES, THIS CAN HAPPENQ a wwocccccmwA 4. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDIATELY WHEN NEEDED. N
AFTER THE BASIN IS CONSTRUCTED.
SEDIMENT ACCUMULATION AROUND SKIMMER A SHALLOW, LONG BASIN, USING BAFFLES, AND INFLOW IN THE ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF
W9A yr 5. REFER TO NCESCPDM SECTION 16.65 FOR ADDITIONAL SPECIFICA11ONS THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN 'BASIN AT THE OPPOSITE END FROM THE OUTLET HELP KEEP SEDIMENT AWAY FROM THE SKIMMER. IF SEDIMENT neon a RESTRICTS SKIMMER MOVEMENT, PULL THE SKIMMER TO ONE SIDE AND EXCAVATE UNDER IT. MAINTENANCE BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP UNER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, M: NG RIPRAP-LINE AND PAVED CHANNELS). P
INSPECT BAFFLES WEEKLY AND AFTER EACH RAINFALL MARE ANY REQUIRED REPAIRS IMMEDIATELY
L.ALN.
ICE TRY TO KEEP ICE BROKEN UP AT THE INLET AND AROUND THE BARREL TO KEEP WATER FLOWING, MAKING / /
IT LESS LIKELY THE INLET WILL FREEZE. SPRAY PAINTING THE FLOAT BLACK TO ABSORB HEAT IS RECOMMENDED. . .
USE PANT THAT WILL STICK TO PVC PLASTIC. IOAA• / REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE +
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BATTLE COLLAPSE, TEAR, CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.
HANDLING THE SKIMMER: THE SKIMMER IS MADE OF PLASTIC AND WILL WITHSTAND HEAT, COLD AND SUNLIGHT DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE R PROMPTLY. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
BUT IT NEEDS TO BE HANDLED BY HAND, NOT GRABBED WITH A BACKHOE BUCKET AND YANKED AROUND, REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME r "
ESPECIALLY IN COLD WEATHER. I N.REMOVE SKIMMER, DISCONNECT THE HOSE FIRST, THEN DISCONNECT THE l / EARTH FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE EXISTING SLOPES
BARREL FROM THE INLET EXTENSION. 284 King Roatl
DO
TRY TO PULL THE SKIMMER LOOSE WITH A BACNNOE.
RERAN RAFFLES WRING CLFANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE Moncure, North Carolina 27559
VANDALISM: KEEP UNAUTHORIZED PERSONS THAT MAY TAKING
DAMAGE OFT THE SITE. DO NOT PROVIDE ROCKS I i� / DEPTH. VARIES client
CLOSE IM THE SKIMMER IF POSSIBLE IF POSSIBLE, TAKING OTHER DECREASE
THE POTENTIAL
INTO ACCOUNT, POSITION / / i� I NOTE: REMOVE SEDIMENT
THE SKIMMER OUT IN THE HASH AWAY FROM THE BANKS TO DECREASE THE POTENTIAL FOR A SUCCESSFUL HR. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE ACCUMULATION FROM BEHIND CHECK TRIANGLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. DAMS TO PREVENT DAMAGE TO
0.75' MIN CHANNEL VEGETATION. FLOW SHOULD BRICK
)I BE MAINTAINED THROUGH THE DAM. COMPANY
VENT •-° 1OA' 1p6 ! KEYED RIP RAP
Owr.M)
FLEXIBLE JOINT s' sR¢Man
(RADIATOR HOSE) TRIANGLE BRICK COMPANY
�'5 WASHED STONE 0523 NO HIM 55
FLOW .� OURHAAI,NO 27713
r x r waax § FRONT VIEW FILTER FABRIC 1.0' 1.5 (TEL)919.5".1798
eA[RI¢wa mMPACT (FAX)819.544.3904
Faroe AND FMM9 TOP ELEVATION OF STORMWATER wnl angyneer
OUTLET END FLOAT mAlm W,ndcx MAX s
CONNECTION SCREEN ACCESSIBLE L I 1r STONESHED I JAC0�
THROUGH DOOR1" Ilk 1
BARREL %PE LONGER THAN SHOWN "JF
F1(!STTN NC LICENSE N F-02W
G GROUND CUSS 8 RIP-RAP 110 CORNING ROAD
STEP SEQUENCE 4-6 FEET FILTER FABRIC SUITE 2500,CARY,NO 27518
1 STANDARD SKIMMER 2 STANDARD BAFFLES PHONE:919.859.500q FAX:919.a59.5151W
C-ED.01 SCALE: N.T.S. SIDE Y'Ew CONTACT:THOMASIAUMNRIGHTpJACOBS.COM
C-ED.01 SCALE: N.T.S.
(!:) ROCK CHECK DAM
GENERAL NOTES:
GED.01 SCALE: N.T.S.
1. DIVERSION TO BE USED TO CONVEY SEDIMENT LADEN WATER INTO AN APPROVED EROSION AND SEDIMENT 18A MIN
CONTROL BMP. PLAN VIEW 7.pR TOP OF DAM
2. IMMEDIATELY LINE AND STABIUZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR SHIMMER sLWMNT al4N DFSY9N pROTECTIDNP
BEFORE ISSUANCE OF A CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON V0.0CItt OF -----
CRIMINAL DITCH AND BURY
DRAINAGE. DIVERSION DITCH �..� TARP
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGE AREAS 5 ACRES OR LESS. TOP OF BANK ~`�- EDGE (MIN. 12�
4. WHI MUM WIMIEMMAL SLOPE OF 9NERSW SYdLL BE 0.3T. WWRNE NEAT WEIR LENGTH, L ARCUT IN 5"*E" MIN_
5. DEPTHS SHOWN SHALL BE FINAL AFTER SETTLEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING (AC✓>6) ° 10 AA DIVERSION DITCH TRENCU UPSLOPL OF THE
DITCHES IN FIELD TO MEET DESIGN CRITERIA IF SETTLEMENT OCCURS. BOTTOM - SECTION THRU WEIR STA IEAAi E2M INTERVALS
6. REFER TO SKIMMER BASIN DETAIL FOR DIVERSION DITCH/SKIMMER BASIN ENTRANCE. ANN iD __-__ USE NRF�p`'{'�NFORCEMENT
III RATIO 11 I MAT COCONUT�^ COCONUT 12" MIN. MIN. ]'
MAINTENANCE: BIANRt7 WITH NET SPACING Tw. DRTRGnv
AM BE DEWATERING
_ SKIMMERE� �,
INSPECT TEMPORARY DIVERSIONS WEEKLY AND REPAIR, AS NECESSARY AND FOLLOWING EVERY RAINFALL EVENT MAIL RIP-RAP SR SPILLWAY .'
OF GREATER THAN 1/2- WITHIN A 24HR PERIOD. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
tEN0D110 &I EXTENDED FROM THE ENTRY % DEVICE '
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE WONT RMD POINT OF EACH DIVERSION
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE DITCH TO THE BOTTOM OF
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. THE SKIMMER BASIN AT A STAPLE (TYR)
KM, IA MINIMUM. ���L
V u ( DIMENSIONS IN TABLE 1.0 BAFFLES
1N s �aORm awflon PER AC. ARE ALSO MINIMUM Mug - g^
2 MIN I.. �o� ) DIMENSIONS. AWTW,T,mM=-
SEE SHEET C-EP.D7 FOR X & D DIMENSIONS. ( o THE GREATER OF THE TWO LtNcm in SLICE
OVERLAP
X• - MINIMUM WIDTH IS 2' 32R DIMENSIONS SHALL BE USED. •AREA v IMSM WATER WAIF N
-t- SMRI'KE (3q R. PER IEIP OF RBNAY SHWIMY
D'• - MINIMUM DEPTH IS 12- DIKE ��y NEAT DIES p10)
-NON-WOVEN GEOIEXTII{
MIN. 0.25 FT ',t IE9oRE0 CROSS-SECTION VIEW ABOVE SOURCE AWAFER4
5 MIN .i REFERENCE
FLOW FREEBOARD ., '.'s? 1' FREEBOARD W �MCE9CPDM8.f7
`7' F ,-. - _• INFLOWSTRUCTURE
MAX DEPTHEMBANKMENT _
\ ?7 10-YR MA% FLOW , ,y„ DIVERSION DITCH
�S EMERGENCY SPB.LW'A� �R � T=1.5' MIN. �- FOR REVIEW ONLY. NOT FOR
48LK 1 MF- / MW. 6-
SURFACE AREA Z=5' MAR. CONSTRUCTION.
EIF/ATION GENERAL NOTES
RIP-RAP DISSIPATER PAD. I) LAY BLANKETS LOOSELY APT TT6YF OR S P F i Mt LITAIJ AIR I CONTACT WITH THE SOIL.
REFER TO TABLE LO FOR Nam' MIN. DO NOT STRETCH J`p1111I i1pi � A
MINIMUM DIMENSIONS. EMERGENCY LOPE UIIACL SIV L M ID D +ND FREE 1 10 IC , 31 L FLOh STTKS GRA°% J`(SfV� RW o
LINING, EAT%BLANKETS SHALL INA F GOOD YA EOMAC �.`� O . '
FILTER FABRIC SPILLWAY IMF_ FFRTIL12E AND SEED PRIDE To IMP TA TIN FLAW N , Y S YL B_, TRF ' I M SHOULD a E S
CROSS SECTIONAL VIEW UCCLR FTER INSTAI WILD ,
DEWATERING n, SIAPI LNG PATTERN AS PET MAHJ ACTLB P I CJMM NPAHON+ i✓�,4
ZONE EAL
SEDIMENT M:1 CONTINUE PIPE TO DAYLIGHT 'DIMENSIONS SHOWN ARE MINIMUM MANUFACTURED P�O'UCIJ MAY HAVE ADDITIONAL _.�,• 2 02
DATA BLOCK STORAGE ZONE
REDUIREMENTs THAT Musl BE MEY.
4 TEMPORARY DIVERSION DITCH BA91„ DRAKE �NRE6 (aU®CIF VOCU MEN e� URFACE�ARA GFWOUT T DIAMETER
DIAMETER
sYG(NE�
AREA AREA qe REpUI ED 0E0 OEPM (FT.) (FEED (FEET) (FEET) (FEET) (FEET) (FEti F) PIPE ORIFICE '�r `'\
C-ED.01 SCALE: N.T.S. o, J,11Wp1j1„o° ��
1 2.38 23p 6.96 4,249 4,999 2,9/8 3,,30 2 2 ♦ a 1.5 5 3 1.5. 1.5 r7 ROLLED EROSION CONTROL PRODUCT " 23
2 5.37 5.37 20.43 9,868 /4J90 6.641 8.440 2 2 4 ,8 1.6 10 3 2.5' 2.2- 1�
C-ED.01 SCALE: N.T.S. J
3 9.99 9,99 38.01 1$9N2 23,294 12.354 13.034 2 2 4 33 1.5 10 3 3.0- 2.Y
VERIFY SCALE
TABLE 1.D 0 1
IIIFAam9 EXTRANvnFn IvR a1B B - E.
mR10Uf W1fE MESH SUPPORT pIVER90N LENGTH WIDTH pEPTn AVG DIAM. VAX CAN. wmmmmmmmli
1 it PT ] FT 12 IN 3 IN 4.5 INIS
1 _ Ia FL s rT 12 IN 3 IN _ 4.5 IN BAR WI ONE INCH 1 ORIGINAL
STEEL Posy l a 12 Fr > fr ,2 IN 3Tn' 4.5 IN DRAWING. E NOT INCH ON
_ 2s FT _ IA Fr 19 IN .
'r- ADJUST SCALE
a 6 IN s0 IN
5 35 FT 20 FT IS IN IN 9.5 IN
FL0Y1 - 6 18 Fi 12 FT 12 IN FIN 4.5iN ISSUE
3 _
] 4 FT 3 fT 12 IN J IN 4,5 IN
NOW B 10/20/11 ISSUE FOR PERMIT
REEZ NOTES•
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES. C 71/22/11 ISSUE FOR PERMIT
A FT SUFT
MAC ICAAuc^"" 2. DMi1H BERM SRVL BE STAMBIUL12E0 WITH VEGETATION ACCORDING TO SLATE SPECIFICATIONS.
6 R Maw Searle Wi IWI 1M1e m NOT ATTACH 3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SGNIFICAM BARREL REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL
AAPe 3MAxWr mace Ram m FtsWM RE(5. DIMENSIONS WHEN THE SEDMENT HAS ACCOMOTATED TO ONE E41LF THE DESIGN DEPTH OF THE WSW. ANSI THE SEOMENF WE „AS BEER REMOVED IN A DESIGNATED OBSPOSA.
AREA. REPAIR AND/OR REPLACE RAFFLES.
4. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PFNG PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW
IaY°�MAX POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SERLEMENT OF THE EMBANKMENT TO SUGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE
REPLACED IMMEDIATELY.
roNOIN9 ff. ENDING Hr. 5, STABIDE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POW AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
6. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOWL IN THE BASIN. APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL,
pp LY ARE RECOMMENDED.
za• Max / gpm 7. RIP RAP PROTECTION SHALL BE PROVIDED AT EACH POINT OF EMERY INTO SKIMMER BASIN. RIP RAP SHALL EXTEND FROM THE ENTRY POINT OF THE CHANNEL TO THE BOTTOM OF MARK DATE DESCRIPTION
THE SKIMMER BASIN. THE WIDTH OF THE RIP RAP PAD SHALL BE AS WIDE AS THE TOP OF BANK OF ENTRY CHANNEL AND SHALL BE PLACED ON FILTER FABRIC.
9.
RUNOFF RUNOFF
(IR L��ri"DI RAItE24ANCE PROJECT NO: EIX10200
` • INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE CAD FILE: C-ED.O1.DWG
THE BASIN TO ITS OPoGIML DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TD ONE SIDE SO THAT THE SEDIMENT
24• MM. 24- ESN. UNDERNEATH R CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE DRAWN BY:JWL
4. Tpp >J)iDX BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
�EFlTO'Z6 quvD. CHECKED BY: TJW QC RY: TJW
't, REPAIR THE BATTLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES If WATER IS FLOWING UNDERNEATH OR AROUND THEM.
SCALE: AS SHOWN
STANDARD DETAIL ALTERNATE DETAIL E THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MARE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS DATE: MARCH 23, 2011
TRENCH WITH NATIVE BACIKFIl1 TRENCH W GRAVEL AND RESTIVE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AMID RENK ME THE OEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO
SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
MAINTENANCE IF THE SKIMMER ARM OR BARREL PPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNARE OR BY FLUSHING WITH WATER. BE SURE sheet title
INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL EVENT. MAKE ANY REWIRED REPAIRS AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME CHECK THE FABRIC TUNED SPILLWAY FOR DAMAGE AND MAKE ANY REWIRED REPAIRS AM FAURIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS. EROSION
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID AND OUTLET FOR EROSIONDAMAGE. AND INSPECT THE EMBANKMENT FORPIPING AND SETTLEMENT. MAKE All NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT FROM THE SKMMER AND POOL AREAS. CONTROL DETAILS
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE WIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE
5 TEMPORARY SILT FENCE r6i STANDARD SKIMMER BASIN sheet number
C-ED.01 SCALE: N.T.S. GED.Ot SCALE: N.T.S.
C-ED . 01
W:\JOB\EBX857 - Triangle Brick Merry Oaks Renewol\DWGS\CIV\C-ED.O1.dwg

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee freeman, Secretary
January 11, 2012
Mr. Howard P. Brown, Jr.
Triangle Brick Company _
6523 NC Hwy. 55
Durham, North Carolina 27713-9413
RE: Permit No. 19-10
Merry Oaks No. 1 Mine
Chatham County
Cape Fear River Basin
Dear Mr. Brown:
Your application for renewal of the above referenced mining permit has been approved. A copy
of the renewed permit is enclosed. The new expiration date is January 11, 2022,
The conditions in the permit renewal were based primarily upon the initial application.
Modifications were made as indicated by the renewal request and as required to insure compliance with
The Mining Act of 1971, 1 would like to draw your particular attention to the following conditions where
minor additions or changes were made: Operating Condition No, 4B and 5B.
As a reminder, your permitted acreage at this site is 350 acres and the amount of land you are
approved to disturb is 109.9 acres.
Please review the renewed permit and contact Ms. Judy Werner, Assistant State Mining
Specialist, at(919) 733-4574 should you have any questions concerning this matter.
Sincerely,
EQ)
/'Vtlli '� �✓
J Het S. Boyer, PE�
S to Mining Specialist
nd Quality Section
JSB/jw
Enclosures
cc: Mr. John Holley, PE
Ms. Shannon Deaton-WRC, w/enclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w7o enclosures
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone]/FAX: [phone]
512 North Salisbury Street Raleigh,North Carolina, 27604•Internethnp://www.dlr.encslate.nc.uslpagesAandqualilysection.hlml
An Equal Opportunity f Affirmative Action Employer-50%Recycled/10°A Post Consumer Paper

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
For the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, " The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Triangle Brick Company
Merry Oaks Mine No. 1
Chatham County — Permit No. 19-10
for the operation of a
Clay Mine
Which shall provide that the Usefulness, productivity, and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE:_ January 11 , 2022

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources, hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation, or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at the designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Whenever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
December 9, 1997: This permit has been modified to allow the expansion of the existing brick
production facility and associated storage, parking, new gravel asphalt road south of the
existing facility, and associated erosion and sedimentation control measures (totaling
approximately 20.23 acres) as indicated on the mine maps dated October 15, 1997.
February 28, 2001: This permit has been modified to increase the total affected area to 109.9
acres, which includes mining areas M-3, M-4, M-5 and M-6 as indicated on the mine maps last
revised October 2000.

Page 3
March 22, 2006: This permit has been modified to allow the construction of a Truck
Maintenance Facility in a previously affected area and includes-the installation and
maintenance of the associated sediment and erosion control measure as indicated on the
Sediment and Erosion Control Plan, Sheet 3 of 4 and the Sediment and Erosion Control
Details, Sheet 4 Of 3 last revised February 3, 2006. There is no net change in affected or
permitted acreage associated with this modification.
Expiration Date
This permit shall be effective from the date of its issuance until.January 11, 2022.
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and to
the following conditions and limitations:
OPERATING CONDITIONS:
1 . A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any stormwater runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Management Commission. It shall be the permittee's responsibility
to contact the Division of Water Quality to secure any necessary stormwater
permits or other approval documents.
2. A. Any mining process producing air contamination emissions shall be subject to the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission and enforced by the Division of Air Quality.
B. During mining operations, water trucks or other means that may be necessary shall
be utilized to prevent dust from leaving the permitted area.
3. A. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained between any
affected land and any adjoining waterway or wetland to prevent sedimentation of
that waterway or wetland from erosion of the affected land and to preserve the
integrity of the natural watercourse or wetland.
B. Any mining activity affecting waters of the State, water of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.

Page 4
4, A. Adequate mechanical barriers including but not limited to diversions, earthen dikes;
check dams, sediment retarding structures, rip rap pits, or ditches shall be provided
in the initial stages of any land disturbance and maintained to prevent sediment
from discharging onto adjacent surface areas or into any lake, wetland or natural
watercourse in proximity to the affected land.
B. All mining activities, including the installation and maintenance of all associated
erosion and sediment control measures, shall be conducted as indicated on the
Mining Plan Renewal Maps, Sheets 1 through 12 of 12, dated March 23, 2011 and
Sheets C-MP.01, C-EP.01 and C-ED.01 received by the Land Quality Section on
November 23, 2011 and the supplemental information received by the Land
Quality Section on March 24, 2011, October 21, 2011 and November 23, 2011.
5. A. All mine permit boundaries (350 acres) shall be permanently marked at the site
on 100-foot intervals unless the line of sight allows for larger spacing intervals.
B. All buffers along the wetlands and waterways indicated on the Overall Proposed
Mine Map, Sheet 2, included with the Mine Plan Renewal Maps dated March 23,
2011 and Sheet C-EP.01 last revised November 22, 2011 shall be permanently
marked at the site on 100-foot intervals unless the line of sight allows for larger
spacing intervals.
6. The angle for graded slopes and fills shall be no greater than the angle which can be
retained by vegetative cover or other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated channels, the erosion of which
may cause off-site damage because of siltation, shall be planted or otherwise provided
with ground cover, devices or structures sufficient to restrain such erosion.
7. The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
8. Existing vegetation or vegetated earthen berms shall be maintained between the mine
and public thoroughfares whenever practical to screen the operation from the public.
9. A. Sufficient buffer shall be maintained between any excavation and any mining
permit boundary or right-of-way to protect adjacent property.
B. A minimum 100 foot undisturbed buffer shall be maintained along SR 1912, In
addition, a minimum 50 foot undisturbed buffer shall be maintained along the
remaining mining permit boundaries.
10. A physical barrier consisting of a fence or earthen berm, etc., shall be maintained
around the perimeter of any highwall.

Page 5
1 i. A. No on-site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse defined by G.S. 74-49 (14) of The Mining Act of 1971 generated
on-site and directly associated with the mining activity may be disposed of in a
designated refuse area. All other waste products must be disposed of in a
disposal facility approved by the Division of Waste Management. No petroleum
products, acids, solvents-or their storage containers or any other material that
may be considered hazardous shall be disposed of within the permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be "mining refuse" (in addition to those specifically listed
under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on-site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced air hoses
6. drill steel
D. If mining refuse is to be permanently disposed within the mining boundary, the
following information must be provided to and approved by the Division of Land
Resources prior to commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be established.
12. An annual Reclamation Report shall be submitted on a form supplied by the Department
by February 1 of each year until reclamation is completed and approved.
13. The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit and any approved revisions to
it. .Approval to implement such changes must be obtained from the Department prior to
on-site implementation of the revisions.

Page 6
14. The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a $500,000.00
blanket bond, is sufficient to cover the operation as indicated in the approved
application. This security must remain in force for this permit to be valid. The total
affected land shall not exceed the bonded acreage.
15. A. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant archaeological
resources.
B. Pursuant to N. C. G. S. 70 Article 3, "The Unmarked Human Burial and Human
Skeletal Remains Protection Act, ° should the operator or any person in his
employ encounter human skeletal remains, immediate notification shall be
provided to the county medical examiner and the chief archaeologist, North
Carolina Division of Archives and History.

Page 7
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1. The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to-persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or likely to become noxious, odious or foul.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
1. Provided further, and subject to the Reclamation schedule, the planned reclamation
shall be to regrade and satisfactorily revegetate any disturbed areas.
2. The specifications for surface gradient restoration to a surface suitable for planned
future use are as follows:
A. All the final perimeter sideslopes shall be graded to a 3 horizontal to 1 vertical or
flatter slope.

Page 8
• r
B. Any settling ponds or sediment basins shall be backfilled and stabilized.
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On-site
disposal of waste shall be in accordance with Operating Condition 11A through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
After-site preparation, all disturbed land areas shall be revegetated as per the seeding
schedule included on the mine maps last revised October 2000.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post-project wildlife habitat at the site.
4, Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of mining.
This permit, issued June 4, 1990, modified December 9, 1997 renewed and modified
February 28, 2001 and modified March 22, 2006, is hereby renewed this 11th day of
December, 2011 pursuant to G.S. 74-52.
By: txA'M�
,
James D. Simons, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

JACOBS Suite
Corning Road
Suite 200
Cary, North Carolina 27518 USA
1.919.859.5000 Fax [phone]
October 21, 2011
NCDENR RECEFIVED
Land Resources ocr 211011
512 N. Salisbury St.
Room 519
Raleigh, NC 27604 ENO Q€1q�� ,SeC77
Attn: Ms. Judy Wehner OM
Subject: Triangle Brick Company— Merry Oaks I Active Permit Renewal
Permit No. 19-10
Jacobs No. EIX10200
Comment Response Letter
Dear Ms. Wehner :
Jacobs Engineering, on behalf of Triangle Brick Company, hereby submits two ( 2) copies of
the requested information as per your letter of April 25, 2011.
1. Jacobs has located rip-rap velocity dissipater pads at each point of discharge into the
skimmer basins. Please see C-EP.01 for velocity dissipater locations as well as Table 1
of detail 5 on C-ED.01 for proposed dimensions.
2. Minimum and maximum slopes have been provided on C-EP.01. A construction
sequence was added at the bottom of C-EP.01.
3. Jacobs, on behalf of Triangle Brick has submitted an application for an NCG02 permit.
In addition to the modifications mentioned above, the details on sheet C-ED.01 were modified to
comply with DENR regulations.
On September 27, 2011 Jacobs met with Jennifer Jones, Lauren Witherspoon and Ken Pickle to
discuss the permit application to DWQ. Subsequent to that meeting Jacobs performed a site
visit to verify existing structures etc.
Recently, Jacobs has submitted the application to DWQ for review and approval. At this time we
have not obtained the NCG02 permit. It is possible, depending on DWQ workload, this may take
some time to review and approve.
Jacobs, on behalf of Triangle Brick requests that additional time be granted for permit review
until DWQ has approved the new NPDES Stormwater Permit. Please notify Jacobs
immediately if the Department has any issues with this extension request.
Once again, on behalf of Triangle Brick we would like to thank you for your understanding of this
request.
Jacobs Engineering Group Inc.

JACOBS Suite
Corning Road
Suite 200
Cary, North Carolina 27518 USA
1.919.859.5000 Fax [phone]
Ms. Judy Wehner
October 20, 2011
Page 2
Please note that our address has changed since the previous permit submittal. If additional
information is needed, please don't hesitate to contact me at [phone] or
Thomas.wainwright@ jacobs.com .
Thank you in advance for your consideration of this request.
Sincerely,
Tom Wainwright, P.E.
Project Manager
cc. Howard Brown —Triangle Brick Company
Jacobs Engineering Group Inc.

Prepared for:
Corporate Office Location
6523 NC Hwy. 55
Durham, NC 27713
TRIANGLE BRICK - MERRY ll OAKS
MONCURE, NORTH CAROLINA
SKIMMER OAS AND
TEMPORARY DDVERS ON DDT OCR
C ALC ULAT ONS
MARCH 23, 2011
JACOBS PROJECT NO: EIX10200
�J I
n��O 0N
Prepared by:
Jacobs Engineering Group Inc.
Raleigh Operations: North American Infrastructure
111 Corning Road, Suite 200
Cary, North Carolina 27511
919-859-5000 Phone [phone] Fax

rt�
7- 393
SKIMMER BASIN
CALCULATIONS
Triangle Brick Merry Oaks Mine Renewal
fAw,Triangle
Brick

JDat : 10/119mi Brick Merry Oaks Mina Renewal
JACO BS
Jacobs Engineering Group Revisions
Raleigh Operations-North American Infrastructure No Date Description
111 corning Road.Suite 200 —
Cary,NC 27518
TEMPORARY SKIMMER BASIN DESIGN (Basin#1
Basis Information
Location', Triangle Brick Company-Merry Calks
Resin ID: Sediment Basin with Skimmer
Dislurtud Arear 21 ad
Step 1:Determine Bid Peak Flow Rate from Drainage Area
Use Reflorwl Method
Disturbed Drainage Area 2.38 ad
Intensity 7,61 Irunr c_24hrevent
CokiicientC 0.50
Flow Rate(010) 8.95 bar
Slop 2: Determine Required Volume&Surface Area for Basin
Required Volume per disturbed acre(EIC Manual 8.84) 18W CF
Required Surface area per me 010 (EJC Manual 654) 325 SF
Required Volume 4248 of
Required Surface Area 2915 si
Suggested Width 38.20 X
Suggested length 76.40 it
Step 3:Determine Spillway Width
Estimed Flow Depth 0.5 X
Required Width 7.63 X
Step 4:Determine Skimmer Size:Falrclalh Skimmer
Volume Been 4,998 of
Dewater ng Time 3 days
Faircloth Skimmer Size 1.5
Doi Size 1.5 in
Sediment Basin with Skimmer Design Summary
010 now Rate 8.98 li
Volume Rektuired 4248 or
Surface Arse uired 201B sf
Volume Provided 4998 of OF
Surface Aree Provided 3,1W at OK
Length 60 X
Width 40 X
Len thkii Rate 2.00 :1 OF
Spillway Width Provided B X OK
Skimmer Size 1.5 in
Orifice Diameter 1.5 In
Dowaternis Time 3 do"
Top of Bank Elevation 227,00
Bokser Elevation 223,00
Riser Size X
Riser Elevation
Emer e Spillway Be Ion 225.50
Emer en Spillway Wirth B X
Maz 10. em Water Surface 223.00
Sediment Oleanout Elevation 224A0
Skimmer Basin Initial W'VICRTI XB57-Triangle Brick Merry Disks Renewel1BE51GN(CALC5Akimmer Bran kl xb

Job No. EIX102W
JACOBS� JDob ate 1Triangle0119/20BckMerry0akaMineRenewal
11
Jacobs Engineering Group Revisions
Raleigh Operations-North American lnhastrudure Date Description
110 Coming Road,Suite 2500
Cary,NC 275M
BASIN VOLUME (Basin#1)
Total Skimmer Basin Volume
Stage Cumulaflve
Sings Level Elevation ft 189 a Volume c Store a
0 223 ]24651 0 0
1 224 2465.1 2191 2,191
2 225 3 453039 2BOB 4,S9B
3 2263832.39
89 ,3481 B,4B0
4 227 4680.8.86 4212 12,692
Stage-Storage Chart
14,ON
12,0os Y, 2d 50.8a a"4
1 o.ow N'-0.998]_
6 e.00o
e son¢
F
4coo
aaao —
p .
p 05 1 LS 4 25 3 3.5 9 45
so"try
Ks = 2150E
b= 1,2614
Volume Required = 4,248 of
Surface Area Required = 2,918 51
Checks
Stage Volume Required= 1.72 fl
Stage@Volume Required— 1.72 It
Elevation@ Volume Required 224.72 it
Design Elevation = 225.00
Volume@ Design Elevation— 4,990 cf OK
Surface Area@ Design Elevation= 3,I S0 at OK
Supitiohs for S Illwa Desl n usin e'7mum flow de ih across spillway
To of Bank 22].00
Depunot Max Flow 1 22600
Crew ol spillway 225.50
Design Elevation 22500
Basin Volume Initial WU0B\EB%B57 Triangle Brick Marry Dab AsewapDESIGNICRLCSISkimmer Beainpixie

Job No.
JACOBS Job Name Triangle Brick kMerry 0eks Mine Renewal
Jacobs Engineering Group v Revisiana _
Raleigh Operations-North American lntrastructureDescription
111 Coring Road,Suite 200 I
cry,NC 27518 1 1
TEMPORARY SKIMMER BASIN DESIGN Basin#2
Basic Information
Location: Triangle Brick Company-Marry Oaks MB2
Basin lID Sediment Basin with Skimmer
Disturbed Area: 5.37 ac
Slap 1: Determine 010 Peak Flow Rate from Drainage Area
Use Ralional Marked
Disturbed Drainage Area 5.37 ec
Intensity 7.61 aft <---24hr event
Coefficient 0.50
Flow Rate(010) 20.43 cis
Step 2: Determine Required Volume&Surface Area for Basin
Required Volume per disturbed acre(E/C Manual S641 180) CF
Required Surface area per eta 010(EIC Manuel 6.66) 325 SF
Required Volume 8686 of
Required Sudace Area M41 M
Suggested Width 57.62 ft
Suggested Length 11524 It
Step 3:Determine Spillway Width
Estimed Flow Depth 0.5 ft
Required Wrath 1735 ft
Step 4:Determine Skimmer Size: loincloth Skimmer
Volume Seen 14,790 of
Dawatering Time 3 days _
Felrcloth Skimmer Size 2.5 in
Orifice Size 2.2 in
Sediment Basin with Skimmer Design Summary
010 Flaw Rate 20.43 ids
Volume Required 0a09 of
Surfacre Area Required 0641 at
Volume Provided 147M of OK
Surface Area Provided 8.440 at OK
Length 174 it
Width 54 it
Len hlWidth Ratio 2.O7 :1 OK
Spillway Width Provided 18 it OK
Skimmer Size 25 In
Orifice Diameter 2.2 in
Darted Time 3 days
Top of Bank Elevation 220
Bottom Elevation 215
Riser Sire k
-Riser Elevation
Emerge c Spillway Elevation 218.5
Emergency Spillway Wirth 18 it
Max 10- ear Water Sudace I 215.00
Sedlment Cleanout Elevation 1 217.00
Skimmer Basin Initial W 1JOBIE"857-Triangle Brick Merry Oaks Reneaal1OE51GN1CALCSISkImmBr Basin#2 as

Job No. Ell
BS Job Dale
TOl'ge0&IckMettyOaksMineRenewal le
Jacobs Engineering Group Revisions
Raleigh Operations- North American Infrastructure — � Date Dexripcion
110 Corning Road,Suite 2500 �__. J_____ r
Cary, NO 27516 1 1 —�
BASIN VOLUME (Basin Ai
Total Skimmer Basin Volume
Smge Cumuletive
Stage l!evel Elevation Area 2 Volume Stare e
B 16 6378270 0
1 217 )381.11.1 BBBO e,efi3
2 21 64404] ]911 14,]80
3 219
9566.39 6998 23y69
4 22020 10728,86 10143 33,932
Stage-Storage Chad
ao.000
ea,000 v=seoa2x"'" I!
M.wo
£ 25.0o0
Mike
u Is000
WAW
s.0oo
0
0 C 1 1 5 2 u 3s 4 45
roses W)
Ks= 63032
b= I.14)4
Volume Requlretl= 9,666 cl
Surface Area Required= 6,541 at
Checks
Stage @ Volume Requiretl= 1.36 It
Stage @ Vcluma Required— 1.36 It
Elevation Q Volume Requlretl = 217.36 k
Design Elevation= 21 B.00
Volume Q Design Elevation— 14,)90 of OK
Surface Area lit Design Elevation= 6.440 at OK
Sue ti0ris torS III Desi nusin 6-gimum low cor in aorosss illwary
To
- ol Bank 220.00
Ds II of Max Fla, 219.00
CreslblS 'Ilwe 215
Design Elaceilliki E 216.00
Basin Volume Initial W oOBI fri-Triangle Brick Marry Oaks RanenallDESIGNtGLMISk nni Basin 02 vls

Job No. EIX102W
J/7�®BS Date: a Triangle Brick Mer Oaks Mine Renewal
Jacobs Engineering Group Revisions
Raleigh Operations-North American lnirastmcture NO Date Description
111 Coming Road,Suite 200
Cary NO 27518
TEMPORARY SKIMMER BASIN DESIGN Basin #3
Rasle Information
Lacslion: Triangle Brick Company-Merry Oaks M83
Benin 10. Sediment Basin with Skimmer
Disturbed Area: 9.99 an
Step 1; Determine 010 Peak Flow Rate from Drainage Area
Use Rational Method
Disturbed Drainage Area 9.99 Be
Intensity 701 Infhr o-24hr event
CcelficientC 0.50
Flow Rate(010) 38.01 cis
Step 2: Determine Required Volume b Surface Area for Main
Required Volume per disturbed acre(EIC Manual 6.64) 1800 CF
Required Surface area per cis Ol 0(ElC Manual 8,B4I 325 SF
Required Volume 17982 cf
Required Sudece Area 12354 sf
Suggested Width 75.59 IT
Suggested length 157.19 It
Step 3: Determine Spillway Width
Ethereal Flaw Depth 0.5 fl
Required Width 32.29 IT
Step 4:Determine Skimmer Size: Falrclalle Skimmer
Volume Basin 23,294 cf
Dewatering Time 3 days
Fairclorh Skimmer Size 3 in
Orifice Size 2Y in
Sediment Basin with Skimmer Design Summary
010 Flaw Rate 3801 cis
Volume Required 17982 cf
Surface Area Required 12354 s1
Volume Provided 23294 d OK
Surface Area Provided 13,034 s1 OK
Length 174 it
Wltlt 84 C
Le thrift Ratio 2.07 .1 OK
Spillway With Provided 34 N OK
Skimmer Size 3 in
Critics Diameter v In
Devadialing Time 3 days
Top 0f Bank gavial 214
Boddm Elevation 4212.5 *
Riser Size
Riser Elevation
Emergency Spillway Elevation
Emergency Spillway Width Max 16 ear Water Sudam Sediment Cleariout Elevation
Skimmer Basin Initial WAJOB1E8Ra5T-Triangle Brick Merry Oaks RenewaWESIGNICALCS\Skimmer Basin#3.xls

Jab No. EIX102W
JACOBS Job Name 1a 9g Brick Merry Oaks MineRenewa
Jacobs Ggineering Group Revlslons
Raleigh Operations-North American Infrastructure No Dale Descripeon
l 10 Corning Road,Suite 200
Ca,y NC 27518
BASIN VOLUME (Basin #3)
Total Skimmer Basin Volume
Siege Camulegve
Stage Lovel Elevation X Arem s Volume Store a of
0 21 1 ] 0 0
1 211 1 1633A1fi33.1 109fi1 10,9fi1
2 212 21 13034.4 12334 23,Z9a
3 3 1449239
9
13]fi3 ffi,058
4 214 I6D06 15249 52,3W
Stage-Storage Chart
m,DmMAW
_ I
a
c Q.000 - - - - -
a Mom
Now
lease
4
o D.5 1 14 2 25 3 35 a 4a
Sage ed
Ke= 1085]
b- 1A242
Volume Required = 17,962 of
Surface Area Required 12,354 sf
Checks
Stage @ Volume Reacted- 1.5] It
Stage @ Volume Required= 157 It
Elevation @ Volume Required = 211.57 It
Design Elevation= 212.00
Volume@ Deelgn Elevation= 23.294 cl OK
Surface keaQ Design Elevation= 13,034 of OK
Suiscions fors i8 ili crustal C maMmum f cal h across s illwa
To of Bank usi 214.
Depth of Max Flow I 213.0 l
Crest of Spillway 212.50
Desi n Elevation 1 212.00
Basin Volume Initial W.W08tEaxaA-Triangle Brick Merry Oaks RenswspDESIGNICALCS\Skimmer Basin#3.xle

TM
DIVERSION DITCH
CALCULATIONS
Triangle Brick Merry Oaks Mine Renewal A,Triangle
4C w Brick

JDat Name TOIO/2DB Brick Merry Oa s Mine Renewal
JACOBS
Jacobs Engineering Group Revisions
Raleigh Operations-Nunn American Inmeslruclu No Of Description
111 Corning Read,Suite 200
Cary, NC 2751E
CHANNEL LINING DESIGN-Diversion Ditalt
CHANNEL FLOW DATA
AREA = 0.95 (Ac.)
C = 0.50
INTENSITY= 7.61 (in01r] 10yearstorm
FLOW - 3,61 lots)
DESIGN R
CHANNEL LINING: Manninos in'Ilninos
N = 0.036 (Mannings 'n) nwlue for oeatn Ranao
SLOPE- 0.110 (IN)
2 RE0UID= 0,26 o.u.SR aSzoit 12.0a
M e 2 '.1 Toork ape) UnirgryFs
area Polar her 0016 0015 0015
CHANNEL DIMENSIONS .ewe Net a® 0022 e.a1e
FbnakmBRi 0.M owl OOIB
FLOW DEPTH = 029 (it) strewwin Nn a0ss dross a.025
WIDTH = 2 (It)Bottom Width Cudoe wnm MN a0% odes am$
sYN6eii Mer 0.11 6.025 001
TRACTIVE FORCE •AneAeW veek.ReC 1e.tS P-Aem tau
T =Y'D'S Tractive Force phad It)
Y =WEIGHT OF WATER (624#N0
D .DEPTH OF FLOW IN CHANNEL QQ
S =SLOPE OF CHANNEL(IVO)
T - 1.99 pl ap n)
Porml orable Unit Shear Same=.Ta
nine 4tall Long TYPO (Real
emnomry Woven Pepar Net 0.15
ill"Nei 095
Fil,amsene tome g�
Sunni O60
Double Orion
Share mth Not 145
Curie Wmtl mot 1.5$
$ynrnole MM 20)
m Saono earn Oncili
OreveI Remain 1 0.33
67
Fircel throw a 200
0 3.00
12 0.00
15 5.00
1 S 5.00
21 7.00
Z ACTUAL 24 li
Fall:Adisliftel n.R. rrl w re l S.And m.,his na sa.
AREA = 0]5 lsgls)
WP = 330 (11)
R = 0.23
ACTUAL 0.29 MUST BE > THAN 2 REO'D 0,26
5.11 (II/sec) LINING RED'D
CHANNEL DESIGN SECTION
LINING: SYNTHETIC MAT 2.00 elsg lt > 1.an #(i It
DOPWIOTH) OK
3.16 It
mme
029 meleneee
(DEPTH]
2 it
(BOTTOM WIDTH)

Channel Report
Hydraflow Express Extension for AutoCAD0 Civil 3D®2010 by Autodesk,Inc. Thursday,Oct 20 2011
Diversion Ditch #1 Min Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.75
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 3.610
Total Depth (ft) = 2.00 Area (sqft) = 2.62
Invert Elev (ft) = 1.00 Velocity (ft/s) = 1.38
Slope (%) = 0.30 Wetted Perim (ft) = 5.35
N-Value = 0.036 Crit Depth, Yc (ft) = 0.41
Top Width (ft) = 5.00
Calculations EGL (ft) = 0.78
Compute by: Known Q
Known Q (cfs) = 3.61
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
2.50 1.50
2.00 ZK 1.00
1.50 0.50
2E
1.00 0.00
0.50 -0.50
0 11 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Channel Repot
Hydraflow Express Extension for AutoCADO Civil 3DO 2010 by Autodesk,Inc. Thursday,Oct 20 2011
Diversion Ditch #1 Max Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.29
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 3.610
Total Depth (ft) = 2.00 Area (sgft) = 0.75
Invert Elev (ft) = 1.00 Velocity (ftls) = 4.82,
Slope (%) = 11.00 Wetted Perim (ft) = 3.30
N-Value = 0.036 Crit Depth, Yc (ft) = 0.41
Top Width (ft) = 3.16
Calculations EGL (ft) = 0.65
Compute by: Known Q
Known Q (cfs) = 3.61
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
2.50 1.50
2.00 1.00
1.50 0.50
1.00 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Job No
23
JACO BS Job Name FONT fi egg BOT0
Dale: lonFoiioll
ReNWonc_
No Dele ___ Description _�
NEW YORK DEPARTMENT OF TRANSPORTATION METHODOLOGY
Input Values
%Sect Area ni 2 S4 ]ao
Flow Rate Tcls) 3.61
Slope T%.) 0 30 ouuot - to I p.ue
Manning Coel. 0036 unit
Oullel velocity This) 130 diameter pool La—�
son
Diagram of outlet Assrun
North Carolina Erosion &Sediment Control Planning and Design Manual
Section 8.0-AppenCix
NYDOT Dissipator Medica lggy
LENGTH OFAPRON
HHH
s. APRON MATERIAL TO PROTECT to PREVENT SCOUR
wwfRT HOLE USE uALwnn
LI
1 STOW FTLIING(FINE) Oil 3x% 4 x0.
y is 2 ST➢NEFILLING(LIGHT) 0-0 axon 6K0
3 STONE FILLING(MEDIUM)U.1 4%De 0 x D�
Yj 4 STONE FILLING IHEAVYI CL1 4%Do a Ov
10 5 STONE FILLING(HEAVY) CL2 5%Do IOxD.
P.
6 STONEFII.LING(HEAVY) CL2 6%0n toxO
T BASIN OR-UDY RGER SI STONED E).
OIBSIPATORS,STILLING
ar.51X OR LARGER SIZE STONE).
Average Minimum
E E 1 E aaaanmabgn Diamalarm song gaga rnmxnaaa 'In
v P s P Is' sD' ss' Fine 3 A 12
DIAMETER (Fy Li nt 6 B Ifi
Zone= 1 Magium 13 1 24
Haag 36
Summary of Rio Rao Aooion -
. Lengto of Nppoine - 11 IT - -
WidthofAPpmn= ] X
Classivallum= FINE
NCOOT Stone Class= A -
MIrtTM1Kktiecs= 12 in
D'iersi00 Ditch 91 Min Slope Wa01FE6xPS-TAangle Back Aleny CAS PmewaTESIGWGALCSRip Pap Outlet ProleflleuAs

Job No.
JACOBS Job Name E001wi2oll Merry Oaks Mine Renewal
Jacobs Engineering Group Revisions
Raleigh Operations-North American lnlrastmclure Description
111 Corning Road, Suite 200
Cary.NG 27518
CHANNEL LINING GESIGN-Diversion Ditch#2
CHANNEL FLOW DATA
AREA 5.46 (Ac.)
C - DI
INTENSITY= 7.61 (iNhr) 10 year slorm
FLOW 5,42 (cfs)
DESIGN CRITERIA
CHANNEL LINING: Manninos'n'lininos
N = 0.036 (Mannings 'n') n•aue ro.0wm small'
0.060 (hat)
REOUID= 046 an.an 0.5-2.0x >nun
M - 2 ',1 lsllleslope) limp Tyre
Nbyr Pawl Nt 01,I6 0015 0.015
CHANNEL DIMENSIONS Are me am$ areas 0019
Rmmase alert 0ma 0021 0.019
FLOW DEPTH 0.39 ((I) SVba nM No 0.055 0.033 0.025
curve VbM Mat 0.0i a035 0.029
WIDTH = 2 gIl Soltom width sn+h e,Mat o1>z 0021
6
TRACTIVE FORCE A4.ee4 •w reawA.IMC IA Pa.ar.April ess
T =Y'D'S Tractive Force (slsil
Y =WEIGHT OF WATER (62.441cf)
D =DEPTH OF FLOW IN CHANNEL(it)
S =SLOPE OF CHANNEL(IUfu
T - 1.95 (9/sq it)
Parmleelblo Unit aboo=Btweq T.
Llnlna Catoaory Llnlna Type Ilernq
Tompri wooer,Pa Per Nat 0.15
.1110 Not 049
FiOorglaaa Roving:
Show 0.60
Cnublo Oa5
SwwvnT Not 1AS
Curled VVi mal 1.55
anymm liu Mal 2LW
J.alone see,(mc ee)
Grow,RupraP 1 0.33
2 0.157
Peck RlpraP 6 2.00
a 3w
12 1.00
15 5.Oa
19 0.00
21 ).90
Z ACTUAL 24 6100
Ae.r•cli e..e,.: 111wA.I.. Ir,April I w..pill. I a ,T.
AREA = FOR (sglfl)
wP = 3.24 (I)
R = 0.29
ACTUAL= 0.47 MUST 6E > THAN Z REO'D 0.46
= 5.12 gUsec) LINING REG'O
CHANNEL DESIGN SECTION
LINING: SYNTHETIC MAT 2.00 #AF fl > F95 d/sq fl
(TOPWIDTF) ON
3.56 0
0.39 rrwemaa6n.w
(DEPTH) r
2 It
(BOTTOM WIDTH)

Channel Report
Mydratlow Express Extension for AutoCAD®Civil 3D(D 2010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #2 Min Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.92
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 5.420
Total Depth (ft) = 2.00 Area (sgft) = 3.53
Invert Elev (ft) = 1.00 Velocity (ftls) = 1.53
Slope (%) = 0.30 Wetted Perim (ft) = 6.11
N-Value = 0.036 Crit Depth, Yc (ft) = 0.52
Top Width (ft) = 5.68
Calculations EGL (ft) = 0.96
Compute by: Known Q
Known Q (cfs) = 5.42
Elev (ft) Section Depth (ft)
4.00 - 3.00
3.50 2.50
3.00 2.00
2.50 1.50
2.00 - 1.00
1.50 - 0.50
1.00 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Channel Report
Hydronow Express Extension for AutoCAM CIA 3D02010 by Aulndesk,Inc. Thursday,Oct 20 2011
Diversion Ditch #2 Max Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.39
Side Slopes (z:1 ) = 2.00, 2.00 Q (cfs) = 5.420
Total Depth (ft) = 2.00 Area (sgft) = 1.08
Invert Elev (ft) = 1.00 Velocity (fus) = 5.00
Slope (%) = 8.00 Wetted Perim (ft) = 3.74
N-Value = 0.036 Crit Depth, Yc (ft) = 0.52
Top Width (it) = 3.56
Calculations EGL (ft) = 0.78
Compute by: Known Q
Known Q (cfs) = 5.42
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
zso -- _-- -- - - - 1s0
2.00 - - - -- --- - — 1.00
1.50 — 0.60
1.00 — 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

job No. FSW8i
JACOBS Job Name Fort Bragg BCTC
Date: 1OW2011
ReWslons _
No Data — — Description —
NEW YORK DEPARTMENT OF TRANSPORTATION METHODOLOGY
Input Values
%Setl Arm fflM) 353 )oa
Flow Rate(chi 5,42
Slope)%) 030 Oman J ; • o, , o..L,
Maril Coel. 0.036 SCSI KIWI
Oman Vapoiy(WS) 1.53
�L.5a,
Diagram of Outlel Aooron
North Carolina Erasion & Sediment Control Planning and Design Manual
Sal 8.0-AppenOla
NYDOT D(ssiemor MethoEofogy
LENGTH OF APRON
TCI�FRTTECT TO�RCVCRT SCOUR
s p APRON MATERIAL CULVERT Tons a
Ll
a u
1 STONE FILLING(FINE) CLA J%p, exD,
y is 3 STONE FILLINGILIGHTI CLe ]%Da 6x De
u .
5 3 STONE FILLING(MEDIUM)CL I 9%06 Bx Dx
0 3TONENWNG(HFAW) CLI 4%3, a D•
0 5 STONE FILLING(WAVY) CL2 5%0, hexct
6 STONE FILLING(NEAW) CL.2 6%O, 10x C.
BASIN
LARGETUDY QUIRED SIMSTIENERGYOI891PATOFS.STILLING
'�.e--':;: .::::. .;" ::. •' •• U451N Cft LARGER GIEE STONE.
Y Average Minimum
a .. ..yY .... ..I :. .... ., I
v aaaenlEau Diss
entient meter n Stone Class Thickness in
r, N' xs F ne i
DIAMETER (Ft.) 3 A 12
Light 6 B 16
Zane= 1 Meblum 13 1 24
Heavy 23 2 36
Summmv of Rip Rao Aooron
Length of Appron 14 h
With O Apsom 0 k
Classification= FINE
NCDOT Slone Class= A
Win.Thickness= - 12 in
Diversion Ditch #2 Min Slope W:VOMEB%BST TregIe BnUr McPy0epa 6eneweN)ESIGN&ALGSVBp Pap Cutlet Pralxtlm ds

JACOBS Joe No. EIX
Job Tnt2012 Triangle
Brick Marry Oaks Mine Renewal
Date 1o2012mt
Jacobs Engineering Group Revisions
Raleigh Operations-North American infrastructure No- Oate Description —
111 Coming Suite 200
Cary,NC D51851B
CHANNEL LINING DESIGN-Diversion Ditch#3
CHANNEL FLOW DATA
AREA = 1.09 (t.)
C = 0.50
INTENSITY= 7.61 (IWhr) 10 year storm
FLOW = 4.15 (Cfs)
DESIGN CRITERIA
CHANNEL LINING: Manninoa'n'Ii inns
N = 0030 (Mannings 'n) n.y.e for gapm PoseurSLOPE= DIM (101)
Z REOUID= 0.32 aeon a52.ee Poe ft
M = 2 :1 (si0eslope) Umng Typo
Wnum Gaaer Ntl 0016 Om5 0015
CHANNEL DIMENSIONS Jul$Nor 00n 0.022 0019
Fmomig,all 00ze 0021 0019
FLOW DEPTH - 0.32 (ft) st"We Not 0one 0033 0025
WIDTH 2 (ft)Botlam Width cluOm RbM mat 0m 0.035 0020
yneow got 0030 0.025 0021
TRACTIVE FORCE •A4q'tmnem Rrwn.H1d I5.lg.n.APbue3e
T =Y'C'S Tractive Force (x15glt)
Y =WEIGHT OF WATER (62.4p1cl)
❑ =DEPTH OF FLOW IN CHANNEL(ft)
S e SLOPE OF CHANNEL gtfif
T 2,00 wact It)
van.a=orma unit shoos ensues.T,
Using cumnal Lining III pWgq
Tomppriny vw.un Paper Net 0.15
Jun No[Flon 0 4S
i Roving:
sinew 0.60
Doubt 085
Simi wlln Not 1,45
Curlett WCOtl unit 1.55
svnmmm Pont 2100
am Souris Size(inches)
crewel R.prop 0.33
a 0,07
etch Rlprop 6 2.00
12 a.o0
15 5.00
i8 6.01
21 >.90
Z ACTUAL 24 SAND
".gvunt.......: PnwA.ur c ia.April t uk..he" 17 y ai.
P . 3.43 Ift)
R = 0.26
ACTUAL= I MUST BE > THAN Z REGO 0.32
V 5.14 PVsec) LINING REC'D
CHANNEL DESIGN SECTION
LINING: SYNTHETIC MAT 2.00 Atsq ft > 2.00 klsq ft
(TOPWIDTH) OK
3.28 fl
0,32 *wRyaaiswpo
(DEPTH) H
f-- °—}— .
2
(BOTTOM WIDTH)

Channel Report
Hyaraflow Express Extension for Audi Civil 3D@ 2010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #3 Min Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.80
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 4.150
Total Depth (ft) = 2.00 Area (sqft) = 2.88
Invert Elev (ft) = 1.00 Velocity (ft/s) = 1.44
Slope (%) = 0.30 Wetted Perim (ft) = 5.58
N-Value = 0.036 Crit Depth, Yc (ft) = 0.44
Top Width (ft) = 5.20
Calculations EGL (ft) = 0.83
Compute by: Known Q
Known Q (cfs) = 4.15
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
2.50 — �— --�— --' -- 1.50
2.00 - - ---- 1.00
1.50 - - -_ — - - —_ —_ 0.50
1.00 DAM
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Channel Report
Hydraflow Express Extension for AutoCADO Civil 3D®2010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #3 Max Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.32
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 4.150
Total Depth (ft) = 2.00 Area (sqft) = 0.84
Invert Elev (ft) = 1.00 Velocity (fUs) = 4.91
Slope (%) = 10.00 Wetted Perim (ft) = 3.43
N-Value = 0.036 Crit Depth, Yc (ft) = 0.44
Top Width (ft) = 3.28
Calculations EGL (ft) = 0.70
Compute by: Known Q
Known Q (cfs) = 4.15
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
2.50 1.50
2.00 1.00
1.50 0.50
1.00 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Job No. FSUS323
JACOBS Job Name Fort BCTC
Date: 10120/2011
Revisions
Date Description
NEW YORK DEPARTMENT OF TRANSPORTATION METHODOLOGY
Input Values
X-Sam Area(nre) 2.88 lee
Flow I% l(clip4.15 T
)
Slope ate n.3o Ouam ae . e.nq
Manning Coot gong 0=10,4 , =z
Outlet Velocity(no) 144
x�
Dieamm DI Object Aoomn
North Caroline Erosion &Sediment Control Planning and Design Manual
Section 8,0-Appendix
NYDOT OM54pa for Methodology
xs ..I .. Hill. ., r .. ...... .. .. ......
LENGTHOFAPRON
TO PITITTEny TO a us ENT'� APRON MATERIAL Ce:VEW "Cl PREVENT
w LI
1 SFONE FILLING(FINE) CL.A 3XOe 4xD.
y is 1 3TONE FILLING(LIGNIJ GLa 3xOe exl]
3 3TONEFILLING(MEDIUMal 1 4XOe 8xDe
4 STONE FILLWG(HFAt 10.1 4XDe 8X0
e
I 6 STONEMLLINGUEAvn C-2 sxoe loxo•
it
6 STONE RLUNG a-ei Cl BXDe I11x O•
2 3
] SPECIALSMDYREOOIRED(ENERGYDIS IIPATORS,STLLING
• '"' ••'•.•• •'.:•' sel OR LARGER suge sTWE.
r r rye I. .........
p Average Minimum
I ir
Gbmeial in Slone Clew TM1kknam ina s m- (Ft.) xs' 3 A 12
DIAMEIEN IFL) 6 D 10
Zone= 1 13 1 24
23 2 36
Surnal at Rio Rep Alamo
Length Of Apal 12 it
Wiftol APpron= > It
ClauW[lion= FINE
Ni gonna Class= A
Min.Thickness. 12 in
Diversion Ditch N3 Min Slope w:uoeoi Tnange B:kx Me:ry WFs RenQe QESIGNIBA1.G31Piv Hap OMletPmechon.xls

JDat ; 100re�nDgle�B;Brick Merry Oaks Mine Renewal
JACOBS
Jacobs Engineering Group Revisions
Raleigh Operators Nonh Americar lnlrastrui No sate Dee cnppttio �
111 Coming Road. Su to 200
Cary,NC 27518
CHANNEL LINING DESIGN- Diversion Ditch#4
CHANNEL FLOW DATA
AREA = 2.15 (A0.)
C 0.50
INTENSITY= 761 mi IO year storm
FLOW = 8.18 (cis)
DESIGN CRITERIA
CHANNEL LININ(3' Manninos'n linings
N = 0.031 (Mannings in')' n.alaa For supra Hansa.
SLOPE= cam (full)
REOUID= O67 "all 0.5-2.0n >2.4n
M = 2 :1 (sidesl0pe) Unlna Tyro
Weven Proper Mt 0.016 Oafs 0015
CHANNEL DIMENSIONS Juts nit 0.02e 0022 0.01e
iYergWaRwFp 002e 0021 0019
FLOW DEPTH : 048 ah straw wM Nei am 0033 OND
WM1 N raw 0.066 0035 time
WIDTH = 2 (fl Bglmm Width Sylarnovet 003e 0025 owl
TRACTIVE FORCE •Nand ram. Rini 15,R n.April RSa
Interpolation of Manning'0 between 0.036 5 0.025.
T =Y'PS TraclNe Force (#lag f0 n=0.o36 results in a flow depth greater than 050 It
Y =WEIGHT OF WATER (62.4 NI nin),025 results in a flow depth less than 0.501t
D =DEPTH OF FLOW IN CHANNEL(it)
S =SLOPE OF CHANNEL ai
T = 1.95 DiAl iQ
Ponnusa bto Unit SNeor Sunni Y.
nlnp Gatopery Lrnina Typo OIWrq
Temniliary Woven Paper Net 0.15
Jule NOR 0.45
Fipo smas Roving:
Simla 0.60
4uble Gas
Straw with Not 145
Curled Wood mst 1.55
SyniFanc Mn1 200
d.Stone size(Inches)
pawl Wpap 1 0.33
2 067
Rode Rmi 6 2.00
0 3AD
12 aids
15 it
18 a
21 i.50
Z ACTUAL 24 aide
= somaolI'mm. xu cow.I Hi 15.Api ire..M. nh n.
AREA 1
WE m 4.15 Ill
R = 034
ACTUAL. 070 MUST BE > THAN Z BEO'O 067
6,00 lusec) LIN ING REG'D
CHANNEL DESIGN SECTION
LINING: SYNTHETIC MAT 2.00 Mlsp it 1,96 else it
(TOPWIDTH) OK
3,92 1t
0.48 Ira ro4elsnepe
(DEPTH) 2 it
r
(BOTTOM WIDTH)

Channel Report
Hydrafllm Express Extension for Autoi Civil 3D02010 by Aulodesk,Inc. Thursday, Oct 20 2011
Diversion Ditch #4 Min Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 1.04
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 8.180
Total Depth (ft) = 2.00 Area (sgft) = 4.24
Invert Elev (ft) = 1 .00 Velocity (ftls) = 1.93
Slope (%) = 0.30 Wetted Perim (ft) = 6.65
N-Value = 0.031 Crit Depth, Yc (ft) = 0.65
Top Width (ft) = 6.16
Calculations EGL (ft) = 1.10
Compute by: Known Q
Known 0 (cfs) = 8.18
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 ---- - -- -- 250
3,00 2,00
2.50 ----- -- -- 1.50
2.00 --- -- - 1.00
1.50 0.50
too 0.00
- --- ------
0.50T -0.50
0 1 2 3 4 5 6 7 a 9 10 11 12
Reach (ft)

Channel Report
Hydraflow Express Extension for AutoCAD8 Civil 3D02010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #4 Max Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.48
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 8,180
Total Depth (ft) = 2.00 Area (sgft) = 1 .42
Invert Elev (ft) = 1 .00 Velocity (f/s) = 5.76
Slope (%) = 6.50 Wetted Perim (ft) = 4.15
N-Value = 0.031 Crit Depth, Yc (ft) = 0.65
Top Width (ft) = 3.92
Calculations EGL (ft) = 1.00
Compute by: Known Q
Known Q (cfs) = 8.18
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 - 2.50
3.00 2.00
2.50 1.50
2.00 1.00
1.50 0.50
1.00 -- --- - -- --- 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Job No. F5WESl
JACOBS Job Name Fen Bragg BCTC
Date: 10r2i
Revlilana
No Data Description
NEW YORK DEPARTMENT OF TRANSPORTATION METHODOLOGY
Input Values
%-Sect Area pmxl 4.12 300
Flow Rate(als) 0.18
Slabs (%1 0.30 oabr - Po 4.41,
Manning Goel. DWI amain l�l
GUIIeI Velocity pUsl 1.53
em —Ieili�SPo
Diagram of Oullet Aral
North Carolina Erosion 6 Sediment Control Planning and Design Manual
Section 80 Appeal
NYOOT Oisarpefar MefAPEplogy
LENGTHOFAPRGN
Lie APRON MATERIAL 1°'^roes TO aewexTscoun
m CULAERT HeLE use To ALWAYS
In
LI
I BTONE FILUNG IFlNEI CLA I%0. 45D,
FILLIN ULIGHT3 OLD 3%0e 6CD,
3 STONE FILLING(MEDIDM)CL. 1 4%De BxDe
4 $TGNE FILLINTI(m ) CL 1 11 0[ee
ra
5 STOWFILLING(H"W) CL2 5%Gr IexG
6 9TGNE FILLING IXEPW) 1 6%Go 1"Dr
SPEC
STVDY RE-0IIIRED(ENERGY DISSIRMORS,STILLING
— EASINOR W3GFA SIZE STONE(.
Average A
0 1 W w FH
Diameter in SloneThickness
4' r o- �s m 21, 3 A
DIAMETER IFq B 0
Zone= 2 13 1
23 2
-' Summervisf Rlp Rap Apvgn -
Length of Appron= 25 a
Wltllh of Appron= 14 a
NGDOT Stone
LIGHT
NLDOT lane Class= 0
Min.Thickness 10 in
Diversion 1 N4 Min Slope W WMER)i-Trill Brick Merry OaFa ReiBwaMESIGNLPLCSVSp Papi Preacan is

JDoaM1aName oil Brick Merry Oaks Mine Renewal
JACOBS
Jacobs Engineering Group Revisions
Raleigh Operations-I American Infrastructure Description
111 Corning Road,Suite 200
Cary.NO 27518 11
CHANNEL LINING DESIGN-Diversion Ditch #5
CHANNEL FLOW DATA
AREA = 3.19 AS
C - 0.50
INTENSITY= 7.01 (Ito 10 year storm
FLOW = 12.12 (cic)
DESIGN CRITERIA
CHANNEL LINING: Manninas'n linumis
N = 0A33 (Mannings 'n) n.wae ter Deem emyaP
SLOPE= 0.030 (IOf1)
Z REOUIO= 1,55 0-05n 0.52.4n >zne
M e 2 11 (sitleslope) Llnlrp Typo
WI New Met OM6 0.015 0.015
CHANNEL DIMENSIONS .tom ual 0008 anoz sole
Fpaywf RorMp 0429 0021 0.019
FLOW DEPTH 074 (It) straw win Nn Oast 0033 adds
WIDTH v 2 fl Sweet What Mat 0.066 0035 0029
I )Bottom Width Penman:Mat deal 0025 0021
TRACTIVE FORCE •Atianc n. Hlxa-DemS.nsn-Amolw9
T .Y'D'S Tractive Force (plsq lQ
Y =WEIGHT OF WATER (524#1cH
D =DEPTH OF FLOW IN CHANNEL QQ
S =SLOPE OF CHANNEL(Will
T = 1.39 (91sq IQ
Pvrmlylblo ll nN Shnor Same.T.
Llnlne Coveri (tome type ( bnCt
TomPorory Woven Paper Nor I
Jure Not 0.46
FiOar leass Roving:
Single 0.613
Memo 0.65
SlrawwnM1 Not 1.45
Cui wcotl near 1.Sa
Slynaeelle Me 2-w
a„stone sire(inches)
Gn ml Riprep 1 0.33
2 067
Rock home 6 2.00
B 3.00
12 4,00
1s son
16 600
21 >.60
Z ACTUAL 24 a63
AaaPaJ IF..,.: y1IWA.r r eo 15.Aria I W3.rv . +a s+.
AREA = 2.58 sglll)
P = 5.31 Ifl)
R = 0.49
ACTUAL= 159 MUST BE > THAN Z REO'D 1.55
403 pUsec) LINING READ
CHANNEL DESIGN SECTION
LINING: STRAW WITH NET 1A5 Ili It > 1.39 al5q ft
(TOPWIDTH) OK
96 It
DT4 Train:oNelsnepe
(DEPTH) Jim
F— 2 _J
2 It
(BOTTOM WIDTH)

Channel Report
Hydraflow Express Extension for AutoCADV Civil 3D®2010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #5 Min Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2,00 Depth (ft) = 1.29
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 12.12
Total Depth (ft) = 2.00 Area (sgft) = 5.91
Invert Elev (ft) = 1.00 Velocity (ft/s) = 2.05
Slope (%) = 0.30 Wetted Perim (ft) = 7.77
N-Value = 0.033 Crit Depth, Yc (ft) = 0.80
Top Width (ft) = 7.16
Calculations EGL (ft) = 1.36
Compute by: Known Q
Known Q (cfs) = 12.12
Elev (ft) Section Depth (ft)
4.00 - 3.00
3.50 2.50
3.00 2.00
2.50 1.50
2.00 - 1.00
1.50 - 0.50
1.00 - 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Channel Report
Hydrai Express Extension for AutoCACO Civil 3DO2010 by Autodesk,Inc. Thursday,00 20 2011
Diversion Ditch #5 Max Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.74
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 12.12
Total Depth (ft) = 2.00 Area (sgft) = 2.58
Invert Elev (ft) = 1.00 Velocity (f ls) = 4.71
Slope (%) = 3.00 Wetted Perim (ft) = 5.31
N-Value = 0.033 Grit Depth, Yc (ft) = 0.80
Top Width (ft) = 4.96
Calculations EGL (ft) = 1 .08
Compute by: Known Q
Known Q (cfs) = 12.12
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
2.50 - - _ - - - -- 1.50
2.00 1.00
1.50 0.50
1.00 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 a 9 10 11 12
Reach (ft)

Job No. FEw,83
JACO BS Jab Name Pod B egg BLTC
Dale'. I0I11
Revisions
No Gefe Description
NEW YORK DEPARTMENT OF TRANSPORTATION METHODOLOGY
Iran Values
%Berl Area(ft^2) 6.91 30e
Flow Rake able 12.12
Slope N 0.30 ape' 1 • 0e • an,
Manning Cool. 0.033 me ('bI�
Oullel Veleaity(IVs) 2,05
r eM
Diagram of Outlet Agnron
North Carolina Eroslon 6 Sediment Control Planning and Design Manual
5ecNon 90-AypaMix
NYOOT Diasipator Methodology
35 .. . . .. .... ... .. .. .. ..... ...d .......
LENGTH OF APRON
�, VS
: APRON MATERIAL CVLAmT a Wa
m 11
Up
STONE FILLING(FINE) CLA 3X D, ax 0,
— is 3 STONE FILLING(LIGHTI CL6 3X0. 9xoa
3 KRONE FILLING(MEDIUM)CL,l 4 X D, 9 x 0,
i
f ID _ .'
- 4 STONE FILLING(HEAVY) LLI 4XD, BNO,
S 5 STONE FILLING(HFAWI CL2 5%D, tOxO,
6 STONE FILLING(HEMnO 42 6XD, lox oa
] RSPECIALARuNO 9NDYREDU STONE)
DISSIPATORS,STILLING
' • . ::.".:' :•. :...,::, . : '..:' H451N OR 1ARGE0.91ZE SICNEI.
Avere9e Minimum
Clinelflgalion Diameter in Slone Class Thickness in
c Y~5 1D 15 ]0 25' Fine 3 A 12
GPMF.TER (FLk Li ht 6 B IB
Zone= 2 Metlium 13 1 24
He 23 2 36
SummmJ of Rio flan Aogmn
terigth of Autumn 35 - -. It
Witltll of Appmn= -4 X `
Clossificalion= LIGHT -
NCDOTStoneClam- B ,
Mtn.Thickness= 10 in
Diversion Dilch MS Min Slope W:V061EBXB5) mangle BnW Merry Oaks ReneweMESIGMGALCSWip Rap Outlet Proaclim.els

DDate: 1012gloB Brick Me ry0e Mina Rena nl
JACOB
Jacobs Engineering Group Revisions
Raleigh Coming
Roads-North American Infrastructure r-N ate ptlon
tat Cornin Roans Suite 200
Cary,NO 27516
CHANNEL -Diversion Ditch 06
CHANNEL FLOW DATA
AREA . 1.43 (t.)
C e 0.50
INTENSITY= 7.61 bruhr) 10frearstorm
FLOW = SA4 sin)
DESIGN CRITERIA
CHANNEL LINING: Manninos'n'linings
N n o.049 (Mannings 'Ii)
SLOPE, aNO For) n.aee for a.Pth Rama.
Z REOUID= 089 04.56 0.5ftaf a2.0n
M = 2 :1 (sidesteps) uw:a Ttme
lMm Pepin Nal 1 0.016 0,015
CHANNEL DIMENSIONS Jule uR Fuse Fins oms
FiSommsRrri sine am] 3019
FLOW DEPTH : 0s5 (ft) sas Not am oms oms
arm mod mat 0.me ones nee
WIDTH = 2 (ft)bottom Width small seal Fuel oms owl
TRACTIVE FORCE •A2mostrom 11twA4lrcl;rp37.npdnsm
.Interpolation of Manning'I belween 0.065 8 0,033.
T =YD'S Tractive Force plans ft) n=0.065 results in a flow depth greater than 0.50 ft
Y -WEIGHT OF WATER (32.4#fell n=0.033 results in allow depth less than 0.50 it
D -DEPTH OF FLOW IN OHANNEL(ft)
S -SLOPE OF CHANNEL(f(n1)
T . 137 plsq ft)
Pnrml.o to Unit Rhon,M lloo, T.
Llnlna cenosov LoIna TYao Oho1
TamWrary N'ovan Paper Not 0.15
Jute Net 0.45
Flt»raboe Rowena;
swel 0.60
Double ams
Istmw won Not 145
!]nlatl Wood mot 1.55
Sy,thatua Mel ii
dn,swno silo(inches)
Grewr topics, 1 0.33
2 0.67
Rock Rlprap 6 2.00
a 3.00
12 9.00
15 5.00
16 6.00
21 Lea
Z ACTUAL 24 am
= ' mm. euwA.rlLG It.wn.rl 3.rv . 1re 31.
AREA Ill (sglill
we = 4.46 (ft)
R = 038
ACTUAL. 0.90 MUST BE > THAN Z REO'D 0.89
3.20 Weec) LINING REO'D
CHANNEL DESIGN SECTION
LINING: STRAW WITH NET 1.45 #Uq ft 1.07 #1 ft
(TOPWIDTH) OK
4.2 f1
Tnpe:oo SMpe
ass
(DEPTH)
2 t_ _ .
2
(SonoM wlorH)

Channel Report
Hydraflow Express Extension for AutoCAD®Civil 3D®2010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #6 Min Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 1.07
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 5.440
Total Depth (ft) = 2.00 Area (sgft) = 4.43
Invert Elev (ft) = 1.00 Velocity (ftls) = 1.23
Slope (%) = 0.30 Wetted Perim (ft) = 6.79
N-Value = 0.049 Crit Depth, Yc (ft) = 0.52
Top Width (ft) = 6.28
Calculations EGL (ft) = 1.09
Compute by: Known Q
Known Q (cfs) = 5.44
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
2.50 1.50
2.00 - 1.00
1.50 0.50
1.00 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Channel Report
Hydranow Express Extension for AuIOCAD®CA 3M 2010 by Autodesk,Inc. Thursday,Oct 20 2011
Diversion Ditch #6 Max Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.55
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 5.440
Total Depth (ft) = 2.00 Area (sgft) = 1.70
Invert Elev (ft) = 1.00 Velocity (fUs) = 3.19
Slope (%) = 4.00 Wetted Perim (ft) = 4.46
N-Value = 0.049 Crit Depth, Yc (ft) = 0.52
Top Width (ft) = 4.20
Calculations EGL (ft) = 0.71
Compute by: Known Q
Known Q (cfs) = 5.44
Elev (ft) Section Depth (ft)
4.00 3.00
3.50 2.50
3.00 2.00
2.50 1.50
2.00
50 0.50
0.50 .0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Job No. F5VWEQ23
JACOBS Job Name Fort Bragg DCTC
Data: ID2onon
Revlalons
No ITDate Dadinpllon
NEW YORK DEPARTMENT OF TRANSPORTATION METHODOLOGY
IneN Values
%Sect Area then 4.43 IOa
Fli
(cfs
Man ing Cost
5.44 ,
Slope(%) 0.30 01 I • 4 1 FAL,
Manning Gael, 0.049 orm amide
r
Outlet Velocity(ws) 1.23
Diamem of Will Assuan
North Carolina Erosion &Sediment Control Planning and Design Manual
Section S.D-Appi
All nEdU etor Methodology
zs .. .. ... .. ........ . ....
LENGTH OF APRON
s , a APRON MATERIAL CULVERT WA
1 STONE FILLING(FINE) GLA 3%De 4s01
] $ NETO FLUNG(I.IGHT) I1.B 3XOe 6ap.
Z „ ! 3 VOW FILLING(MEDIUM)CL.1 4%Dp 6v D.
}Ij 4 STONEFILLINGIIIEAWI CLI 4XDs Bup.
u a
5 STONEFILLINGMEAVYI CI-2 5X0e 10x0
0
4
if
STONE FILLING(HEAVY) CL] BXDe loxc
5 2 3 (ENERGY SIILDW
.. ] SPECIAL STUDY REWIRED(ENERG e
:. •', Ill OR LARGER Si STONE).
o L -'Ym Average Minimum
Claaailicatlon Oiamatar in Stone Class Thickness in
Fine 3 A 12
DIAMETER IFLL L M1L 6 B la
Zone= 1 Manual I3 1 24
Heavy 23 2 a6
Summery calf Rio Rao Aoomn
Length 0f AWmn= 1S. It _ -
WidthofAppmn= 12 IT
Classification= FINE
NCDOT Stone Class=' A
Min Thickness=. 12-. .in
Diversion Ditch N6 Min Slope WUOMBM57 unarthe 01eF Many DOM RanexeMESIGNICALUiRso Rap MOO Proadon,ns

JDat : E020g01 Brick Marry Oa aMina Renewal
JACOBS
Jacobs Engineering Group Revisions
RalklihOperations-North American infrastructure No Dace _ Oescri ti0n
111 Corning Road,Suite 200 p
Cery,NC 27518
CHANNEL LINING DESIGN-Diversion Dilch NT
CHANNEL FLOW DATA
AREA = 037 (Ac.)
C = 050
INTENSITY= 7.61 bruhr) 10 year storm
FLOW = 1.,12 trial
DESIGN CRITERIA
CHANNEL LINING: Mannintis'n'lininOs
N = 0.028 (Mandrigs 'n') aeewe for Depth Roa9.:
SLOPE= 0,035 If0l)
Z REGUID= 0.14 DAah 04.2 0h >sea
M . 2 :1 (sidesope) Unirgrypo
Wbmn Peter Her 0.016 0015 0015
CHANNEL DIMENSIONS .wm Net uM o.w2 0019
Reorients Rowe d023 0021 0.019
FLOW DEPTH : 020 R) mrew,wan Ned 0055 0033 0025
WIDTH = 2 lt)Botwor Width SeIM ebM Mal 0466 0035 0us
Mankiuet 0030 bear 0.021
TRACTIVE FORCE •Ada"dri r,, vnwa-HECl5lg37-M,i1 Sax
T =Y'D'S Tractive Farce (Wisgft)
Y =WEIGHT OF WATER (62.441
D =DEPTH OF FLOW IN CHANNEL It)
S =SLOPE OF CHANNEL(lot)
T = 0444fag f0
Pormlulblo unit amear estrous,T.
Lining Category Lin line Tyco (IbMI')
omporary Nbven Paper Not 0.15
Jule Not 0.46
Fborglase Roving:
Semple 0.00
OOPbIa 0."
Stow wIm 1 1.45
Curleo vuwC mom 1.55
sturmo ic Mal 2.00
em$mna Slaa Iinwnas)
rival Rimap 1 n 9
2 0,67
Rack Romp a 3.00
g 3.00
12 4.00
15 5.00
18 a
21 LSO
Z ACTUAL 24 8'O0
roPat von.: n1 WA.nrzcle.APm 1"rr.MI. n e.n.
AREA = 0.49 (split)
WP a 289 (it)
R = 0.17
Z ACTUAL= 014 MUST BE > THAN Z PEO'D 0.14
V = 301 (IVsec) LINING REO'D
CHANNEL DESIGN SECTION
LINING: JUTE NET 0.45 4fsg fl > 0.44 LI it
(TOPWIDTH) OH
2.8 it
nevermcaluarve
0.2
(DEPTH)
..{
2 it
(BOTTOM WIDTH)

Channel Report
HydraOow Express Extension for Autoi Civil 308 2010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #7 Min Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.40
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 1.420
Total Depth (it) = 2.00 Area (sgft) = 1.12
Invert Elev (ft) = 1.00 Velocity (fus) = 1.27
Slope (%) = 0.30 Wetted Perim (ft) = 3.79
N-Value = 0.028 Crit Depth, Yc (ft) = 0.24
Top Width (ft) = 3.60
Calculations EGL (ft) = 0.42
Compute by: Known Q
Known Q (cfs) = 1.42
Elev (ft) Section Depth (ft)
4.00 3.00
------ - ------
3.50 2.50
3.00 2.00
2.50 -_ ----- - - - -XE 1.50
2.00 1.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

Channel Report
Hydraflow Express Extension for AutoCAD®Civil 3D®2010 by Autodesk, Inc. Thursday,Oct 20 2011
Diversion Ditch #7 Max Slope
Trapezoidal Highlighted
Bottom Width (ft) = 2.00 Depth (ft) = 0.20
Side Slopes (z:1) = 2.00, 2.00 Q (cfs) = 1.420
Total Depth (ft) = 2.00 Area (sqft) = 0.48
Invert Elev (ft) = 1.00 Velocity (ftls) = 2.96
Slope (%) = 3.50 Wetted Perim (ft) = 2.89
N-Value = 0.028 Crit Depth, Yc (ft) = 0.24
Top Width (ft) = 2.80
Calculations EGL (ft) = 0.34
Compute by: Known Q
Known Q (cfs) = 1.42
Elev (ft) Section Depth (ft)
4.00 — 3.00
3.50 2.50
3.00 2.00
2.50 1.50
\EK
2.00 - 1.00
1.50 - 0.50
1.00 0.00
0.50 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)

S Job No. FSWB
JACOB a
,♦ Job Name Fen Bragg BLTL
Dale: 1OW2011
Revisions
No Oem Deacopflim
NEW YORK DEPARTMENT OF TRANSPORTATION METHODOLOGY
Inma Values
'%Sect Area(fti 1.12 300
Flow Rate(Con 1.42 J
Slope(%) 0.30 must A • as 1 coy
Manning Coal. 0028 elromo�IWll—L —fJ
Outlel Velocity 111) 1,27
.5�
Diagram of Oullel Auomn
North Carolina Erosion&Sediment Control Planning and Design Manual
sacliona.o-Appendix
AYDOT DisaiMfoT Methodology
LENG➢IOPAPRON
m +oaeoi[aT mP
APRON MATERIAL cuasn+ xolsUSEsel.Fcnware
a
1 STOW FILLING(FINE) CLA 3X Oo 4 AD.
ppp
�—n l6 ] 2 STONE FILLING RIGHT) U.B 3XOo SAID.
,6 k 3 STONE FILLING IMEOIOMI DL I 4XDo 8x Dr
4 STONE FILLING(HEAVY) CLI 4%De Bx Or
ID - 5 STONE FILLING(HEAW) GI-2 Sao, IBxO
6 STOVE FILLING(HEAW) CI-2 Sol lax O.
SPECILAYLBASIN
LARG LARGER
ED STOWLflGY G1991 PATGR9,9TLLING
BM^IN OR URGER SIZE STONE.
Average Minimum
n ter` Gld9alliCd110n Diemeler m Stone(lass TFiCkn2 in
e rws �.p� is' m xs Flne 3 A 12
ddd
DIAMETER(Fl.) LI M1I 6 B 18
Zone= 1 M�ium 13 1 24
Hea 23 2 36
Suriname of Rip Rao Aooron '
Length of Apenom '4 it ..
" Width of ANNIN 3 It
Classification= FINE
WOOT Stone Glens A -
Min.7M1iaknese= 12 to
Diversion Ditch 07 MIN$IOpe WLOBIE2%65] TnangeBrthY M¢try DakS Ren¢wa80E51GM6A1L51RIp Pap Datlal Ptq¢tliontlz

Wenner, Judy
From: Holley, John
Sent: Tuesday, December 20, 2011 2:25 PM
To: Werner, Judy
Cc: Boyer, Janet; Davis, Tracy
-
Subject: Merry Oaks 1 (19-10), Suspense Date 12-19-2011
1 have reviewed the subject revised plan, and it appears that all previous issues have now been addressed. I can support
approval of this application. If there are any questions, please advise.
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and may be
disclosed to third parties:
Please note my email address has changed to
[e-mail]
1

MINING CHECKLIST FOR ROUTING
Ayylimmf'3 Nam[: \I '�"R�4fyn� - PN NAM :
lU
Ayy1k.1PerMd N�o..:f\�Iq�'I() Cmuq: 0_ ) WQA.A- Dahldu�arord: JYfijj.jzjl:
( alma. � RtW Ba4M Nam[: (ViII.Q.2 At.t_.
❑ NM Y RV"al ❑ Mobfiedlan (fn4 eycmitiamdaA[3)
❑ Mad*&m(=tq&yc t boumlarta) ❑ 7raxt r ❑ R[kau
❑ Parttd Rhau Addlf enal iormatim ❑ Fa Needed: $ ❑ Fa Rtdaed: $
Pltast m�d�e mum gykdfm par}aape to:
y 1�u.ut4k) Rt�md (2 tomykte Boyles alluhthe tigr�d�0nal oDla Mimne Ay)duatfan Revew
Ck A 9'to on Cr ned&A bosh 6M DWQ*DAQ2M1dne Apfluwn Review Form, to the otL7 egr x d bath :qk:to the aeglawJ
engl:wn)
We: RouW1I61gI1, Reed
❑ DfvfdoMofwainResmrw Date: Rented I / Reed
NC Wfldhft Ramerat CommWim Date: Rmtd{ RWd
❑ us F1sh s wfldkfe Smfa Date: Road Reed
(omy Mew ayylkdtmu and mody arena Tz" that add Wd to thtyzrm t)
Plum matt(Eat 3 Ma of tkt gFbwftm rend ay lawtmm mays to: -
❑ DWOofParkeaRarmnm Date: Rented RWd
❑ NC Gebgffod Surrey seam Date: Rented Ra'd
❑ Dfrfstam of Mmme Fiskerfa Dafe: Rmfed Ra'd
❑ Dtrtnm of soil d warn cm matt m (yhu LEA) Date Rented Rand
(only men q Aemmt and maL Atmn reduatr that add lanA to the yermio
❑ DtvtWm of A AN& d tustmy Date: Rented Ra'd
(only new ayyhwwu)
❑ Am. Dafr Road Reed
wedense Date for Cmmnentr: 19,11411 f (na Ida then zs days from rcu4f)
1 � .
4J�Gw �q , a� n
❑ Phast Haft flu fo➢aMgq:
1 -
y \ NA
(

JACIDBA"
LETTER OF TRANSMITTAL
TO: Judy Wehner DATE: 11/23/2011
NCDENR — Land Resources FAX: [phone]
512 N. Salisbury St. — Room 519
Raleigh, NC 27604
FROM: Thomas Wainwright—Jacobs PHONE: [phone]
PROJECT: Triangle Brick Company— Merry Oaks I Active Permit Renewal Permit No 19-10
PROJECT#: Jacobs Project Number EIX10200
Please find the following items for: Transmitted via:
0 Review and Comment 0 Fax # Of Fax pages
OX Approval F__] Mail
F7 Pick-up FX Delivery
0 Your Use F-] Fed-Ex
COPIES DATE DESCRIPTION
2 10/21/11 Revised Mining Plan Drawings RECEIVED
NOV 2
LAND QdAUTY SECTION
REMARKS:
The enclosed drawings are in response to comments made by John Holley.
JACOBS ENGINEERING GROUP INC.,111 CORNING ROAD,SUITE 200,CARY,NC 27518
TELEPHONE[phone] FAX[phone]

RECjEl 1
VED
November 23, 2011 NOV 2 3 2011
NCDENR LAND QULfTy SECTION
Land Resources
512 N. Salisbury St.
Room 519
Raleigh, NC 27604
Attn: Ms. Judy Wehner
Subject: Triangle Brick Company-- Merry Oaks I Active Permit Renewal
Permit No. 19-10
Jacobs No. EIX10200
Comment Response Letter
Dear Ms. Wehner :
Jacobs Engineering, on behalf of Triangle Brick Company, hereby submits two ( 2) copies of
revised drawings that incorporate additional comments made by John Holley. The additional
comments were transmitted by you in an email dated Nov 16, 2011. The following modifications
were made to the plans based on Mr. Holley's comment #1:
1. The construction sequence was modified.
2. Check dams were added to all drainage swales.
3. Silt fence was added downstream of all skimmer basins.
4. The skimmer basin emergency spillways were relocated to daylight at existing grade.
5. Rolled erosion control product (RECP) was added to the spillways. A detail for RECP
was added to the detail sheet.
6. The references to a riser structure were removed from the skimmer basin detail.
We are currently still working through potential issues with DWO, per Mr. Holley's second
comment.
If additional information is needed, please don't hesitate to contact Tom Wainwright at (919)
859-5767 or [e-mail] .
Thank you in advance for your consideration of this request.
Sincerely,
—:FYe�
Troy King, P.E.
Civil Engineer
Jacobs Engineering Group Inc.

JACOBA- i
LETTER OF TRANSMITTAL
TO: Judy Wehner DATE: 11/28/2011
NCDENR — Land Resources FAX: [phone]
512 N. Salisbury St. — Room 519
Raleigh, NC 27604
FROM: Thomas Wainwright— Jacobs PHONE: [phone]
PROJECT: Triangle Brick Company— Merry Oaks I Active Permit Renewal Permit No 19-10
PROJECT#: Jacobs Project Number EIX10200
Please find the following items for: Transmitted via: F?ECE1V Review and Comment Fax # Of Fax pages E�
Approval 0 Mail �16p
Delivery
d Ex ANOQURUTygECT/Oy
0 Your Use
COPIES DATE DESCRIPTION
1 10/21/11 Revised Mining Plan Drawings
REMARKS:
Attached is one additional copy of the Revised Mining Plan per your voicemail.
JACOBS ENGINEERING GROUP INC., 111 CORNING ROAD,SURE 200,CARY,INC 27515
TELEPHONE[phone] FAX[phone]

� O
Wenner, Judy
From: Wenner, Judy
Sent: Thursday, November 17, 2011 9.57 AM
To: 'Wainwright, Thomas J:
Cc: Nickerson, John
Subject: RE: Merry Oaks#1 (19-10) Rev., Suspense Dale 11-15-2011
Soundsgood.
From: Wainwright, Thomas J. fmailto:Thomas.Wainwright(@iambs.coml
Sent: Thursday, November 17, 2011 9:49 AM
To: Werner, Judy
Cc: King, Troy
Subject: RE: Merry Oaks #1 (19-10) Rev., Suspense Date 11-15-2011
Judy,
We'll have the changes requested by John Holley back to you by COB on Wednesday, Nov_ 23". 1 hope that is soon
enough.
Thanks,
Tom
From: Wehner, Judy rmailto:iudv.wehner@ncdencoovl
Sent: Thursday, November 17, 2011 8:54 AM
To: Wainwright, Thomas J.
Subject: RE: Merry Oaks #1 (19-10) Rev., Suspense Date 11-15-2011
No 2 is not our issue. DWQ will have to take care of that. How soon can you have a response? 1 won't send a letter if
it's quick.
From: Wainwright, Thomas J. fmailto Thomas Wainwriaht(djacobs mml
Sent: Wednesday, November 16, 2011 5:04 PM
To: Wehner, Judy
Cc: King, Tray
Subject: RE: Merry Oaks #1 (19-10) Rev., Suspense Date 11-15-2011
Judy,
We will address the items) as John noted in number (1). Not sure what the status is in regards to number(2).
Thanks,
Tom
From: Werner, Judy fmailto:iudv.wehner(@ncdencaovJ
Sent: Wednesday, November 16, 2011 4:56 PM
To: Wainwright, Thomas J.
Subject: FW: Merry Oaks #1 (19-10) Rev., Suspense Date 11-15-2011
Evidently John wants a few more things.
t

From: Holley, John
Sent: Wednesday, November 16, 2011 4:54 PM
To: Wehner, Judy
Cc: Boyer, Janet; Davis, Tracy
Subject: Merry Oaks #1 (19-10) Rev., Suspense Date 11-15-2011
We have completed our review and offer the following comments:
(1) The proposed sediment control for the operation of the site is satisfactory, but there are a few details that still
need to be addressed. The construction sequence needs to address the construction of the perimeter access
road and clean-water diversion (#2) prior to other activity, and basic sediment control must be added for that
work, Since the skimmer basins will not apparently include risers, the construction detail should be updated
accordingly to be#ter illustrate the skimmer/barrel connection. Since the basins will be used for an extended
time period, it would be better if the EMS's were moved to natural ground at one end of the embankments so
that they can be grass-lined for improved stability.
(2) It appears that they are still working on the DWQ issues. They need to be resolved before the sitework begins.
I recommend that these issues be resolved prior to final approval of the application. If there are any questions, please
advise.
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.
Please note my email address has changed to
John.HoIIe ncdenr. ov
NOTICE -This communication rnray contain confidential and priviiege(i inforrnation that i5 for the sole use of the intended recipient:. Any
viewing, copying or di,tril)ution of, or reliance on this message by uriinteuded recipients is strictly prohibited. It you have received this
rrressage in error, please notify us immediately by replying to the message and deleting it from your computer,
NOTICE -1-Dais communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any
viewing, copying or distribution or, or reliance on this message by unintended recipients is strictly prohibited. If you have received this
message in error, please notify us irnmedratoly by ro dying to the message and deleting it from your cornPuter.
2

_�.,._..a;....�..-.:......�.�wr•....�.;;, wx.w•-+�v.^.�(+•i—•»a..avu,w`.ws,.+:w.an-r:n: >13r.--- vwn .+.uux..-e rw
��yr/,,���.�'���/M{(If�rN��I�N/�G� CHECKLIST FOR ROUTING
AyyllCadSName: tYA WI/YIW ^" )u PO�LLINm: ' �Itgl� /F �1
U I
yplic.IPmn(a^xo.�. A-16 county: �-/'1A�i9y-/ Dah/Reatvd `� "
ReviClvn: \ '} N `` River Basin Name: lit J / I
❑ New I )6 c mval ❑ Ma"N (Inside jum8 bmndades)
❑ A1a�" (mtAdeyermlltb6wkrfes) ❑ Transfer 0 Rekase
❑ POWRLkall `,� Addiamel Infwematiwn ❑ Fee Needed: $ ❑ Fee Received: $
Pka¢matermure ffheaftm/aebage to:
Xf o wJ[A" N RUfOnOd Oft @ Wole roles; atWrh the-Las a ownal office m[mng npy4natw4 ur✓few
Chcherlltd•fo one roj'y aid aRaeh 6alh Ue DwQand DAQ MLang Ayy6ratian tteNrw Form' to the other wyy; unA both myfrr to Ute Reglan.il
englnm)
Date: Routed 101(Q1I11 Reed
❑ Divbim of water Remarm Dale: PWCd 1 I Reed
❑ NC Wildlife RC rW CMWLWmr Date: Rmted wd
❑ us FIA & wtlrll� semu Date: Routed curd
(On y nrw ay➢Ilwlians Bat mall�iraflon rryuefft fhal old land fa the yerm[t)
Pkau We(IDt 3 W of the ayykmHen and ary buftem maps ta.
❑ DIVLOR of FA&Rieredim Date: Roofed Reed
❑ NC GwkBkal skmq median Date; Rmrted Reed
Cl Dkbion of Morft Fbherfa Date: Rmded Reed
❑ Dwo of Sall& water CJnnrvaban (ybts t.F.A) Date: Rented ]uc d
foci,new aryhMum mal modioraum reynear that add Led to the"o
❑ DlviMn#Anhtw& Nbtary Dak: Rented Reed
(only new oflbr dim)
❑ Other: Date: Rmrfat Reed &pal
I I
w•SRS/retlSe Date for Commentr: 1Fr1/B✓�7U. Iti db (vo later than zs day,from rcmyt)
0 Pkare nok tIN faDanlne: i I I1I I�'11
t1 1.11.4

JACOB& 0
LETTER OF TRANSMITTAL
TO: Judy Wehner DATE: 1 0121/2 01 1
NCDENR — Land Resources FAX: 919,783,5882
512 N- Salisbury St. — Room 519
Raleigh, NC 27604
FROM: Thomas Wainwright— Jacobs PHONE: [phone]
PROJECT: Triangle Brick Company— Merry Oaks I Active Permit Renewal Permit No 19-10
PROJECT#: Jacobs Project Number EIX10200
Please find the following items for: Transmitted via:
O Review and Comment 0 Fax # Of Fax pages
Approval Mail
0 Pick-up 0 Delivery
Your Use [__] Fed-Ex
COPIES DATE DESCRIPTION
2 10/21/11 Revised Calculations
2 - 10/21/11 Revised Mining Plan Drawings
RECEIVED
00 21 2011
REMARKS: LAND QUALITY SECTION
Ao
JACOBS ENGINEERING GROUP INC.,111 CORNING ROAD,SUITE 200,CARY,NC 27518 ti4 a9
TELEPHONE[phone] FAX[phone]

&7-;A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
April 25, 2011
Certified Mail
Return Receipt Requested
7008 1300 0000 1125 2837
Mr. Howard Brown, Jr.
Triangle Brick Company
6523 N. Highway 55
Durham, North Carolina 27713
RE: Merry Oaks No. 1 Mine
Permit No. 19-10
Chatham County
Cape Fear* River Basin
Dear Mr. Brown:
We have reviewed the renewal request you/your company submitted for the referenced
mine site. However, the following information is needed to continue processing your
application:
1. Address conveyance of diversion flow into the basins at M-6 so that erosion
problems are avoided. Interior slopes will be pretty steep and the basin entry
points will be vulnerable.
2. Provide more information on the plans regarding the diversions at M-6,
particularly the clean-water diversions. Maximum slopes need to be specified as
well as minimums to ensure stability. Further, the sequencing should be clear
regarding installation of the clean-water diversions prior to general site
disturbance.
3. Provide proof that your company has obtained an NCG02 permit from the
Division of Water Quality
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:http://www,dlr.enr.state.nc.uslpagesllandqualitysection.html
An Equal Opportunity/ANrmative Action Employer-50%Recycled 110%Post Consumer Paper

Certified Mail
Mr. Brown
Page Two
In order to complete the processing of your renewal request, 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 Naturaf Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 513.0013, 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,
34 bj,L
Judith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Ms. Jennifer Jones - DWQ
Mr. Tom Wainwright, PE — Jacobs, 110 Corning Road, Suite 2500, Cary, NC 27518

=bwk
Items 1,2,and 3.Also con . to a SIg,aWr
estricted Delivery is tlesired. A9enl
name and address on the remora X drosses
Can return the card to you. B. Receiund by R aed Name) G Da ry
the card to the back of the mallplece, 3 ��front If space pe"It&
1. Micle Addressed[a: D. Is veryvey address aomlarm 17 0
IfV6 entatleWe addresebelo Cl No
— — — — REGE lvr.LJ
Mr. Howard Brown, Jr .,
Triangle Brick Company MAY 0 2011
6523 N Highway 55 3. ereryyacee
Durham NC 27713 )y=1 TyFndy8NeIIY a rTLON 111
_ . 3 Roustrwr turn Receipt for Machantliaa
❑ Insured Mall ❑ C.O.D.
4. Restated Delivery!IZDma Feel ❑Yes
4._ PSIIcls Number 7008 1300 0000 1125 2637
frmwrer lrtvn service 1a6e9 t�
PS Form 3811, February 2004 I, 1w— 1q, ),) lossasm.Mneap

UNITED STATES POSTAL SERVICE Fin:tLlass Mail
111#11 Pe SigNo.G70 Paitl
• Sender.. Please print your name, address, and ZIP+4 in this box
NC Department of
�. Environment& Natural Resources
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699-1612

e •
Wehner, Judy
From: Witherspoon, Lauren
Sent: Thursday, April 21, 2011 2:17 PM
To: Halley, John; Wehner, Judy
Cc: Jones, Jennifer; Smith, Danny
Subject: Triangle Brick Merry Oaks
Attachments: 19-10_DLR=_1Nater_Quality_Review_Sheet_2010[1[.doc
Attached is the Triangle Brick Merry Oaks review sheet. A site visit should be conducted by DWQ to confirm that no
streams are present in the M-5 and M-b cells. Also, they need to obtain and N0302 permit for the existing mining
activities and new activities. They may be able to rescind their NC307 when they secure the NCG02.
Let me know if you need anything else. 1 am home sick so email is best.
Thanks,
Lauren
i

Print this form to POF RReturnPOF of this form to OLR CO by email. cc DLR RO and OLVq SPU
MINING PE•RMIT APPLICATIO&EVIEW FORM
forthe
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: Merry Oaks I DLR Permit #: 19-10 County: Chatham Address:-
Thimas.wainwright iacobs.com
YES NO Date Commencing
Is this mine a new mine? F- r 1990
Have land disturbing activities
started? Date? r r 1990
Latitude: 35.6354 Longitude: -78.9993
Please return comments to (at DLR CO): Judy Wehner
Comments due by: 4118111
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? Yes
Comments'. based on the plans and aerial photographs, mining has not commenced on cells M-5 and M-6,
There are crenualations on the lope maps that indicates streams may be present in these two cells. Stream
determinations should be made prior to performing work in these areas.
Watershed/Stream Name &Classification: UT to Cape Fear River
DWO Compliance Status of Mine: compliant
YES NO
NPDES permit required? I ,r NCG020000 r
NPDES permit existing? r (Permit #NCG07 ) r
If an NPDES permit is not required, is DWQ
still concerned about wetland degradation Ir - r
by dewatering? {
Should permittee contact DWQ RO r RO Contact Name: Lauren
immediately? (e.g. to schedule a site visit if Witherspoon
mine has already begun digging or is Contact Reason: Check to see if r
dewatering without DWQ permit) wastewater is being discharged in
existina Pits
401 Wetland Cert. required? ��.=possibley (d they plan to impact )—
'streams
401 Wetland Cart. existing? r - Permit # r
Rev September 2010

Print this form to POF Return POF of this term to OLR CO by email. cc OLR RO and OWO SPU
Does DWQ RO currently he.enough
information to determine if a 401 r rPI
certification is required?
Rev September 2010

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
YES NO
Are wetlands disturbed at this site? r
Does DWQ RO suspect or know of nearby
wetlands to the site?
Is a wettand delineation required prior to By: JD. or :r -Consultant ;
DWQ issuing the permit? ,,Onsi.te? Or r WOffsite?
Stream Determination Needed? t✓ r
Stream Determination Completed?
Does DWQ RO need a statement that no
wetlands/streams are disturbed r
for this project from applicant?
Buffer Determination'Needed?
Buffer Determination Completed? r r
DWQ is not
Recycle system.permit existing?* - Permit# ' award o recycle'
system for mining
activities
New Recycle System permit required?* f- r
Enough information to determine?
Non-discharge permit existing?* r ,Permit#
Will wastewaters discharge to HQW waters r , f 17010
with a 7Q10=0? ** Unknown (permittee determine): r Flow:
:r Has Violation
r, .O&M Requirements
Does DWQ require DLR to hold the permit <r 'HQW/7Q10 Concerns
(e.g. so DWQ-can review it further or Other. Reason: need to obtain an
because DWQ requires more information)? -NCG02 and most likely rescind the
NCG07
RO,contact: Lauren Witherspoon
yT ..i Hold Until
Mine must wait to dewater until an O&M r
plan is approved?
'The NPDES SW and WW permit NCG020000 covers closed-loop recycle systems, designed to exclude all stormwater run-off from
the system and o erate at or below two-feet of freeboard. Theses stems may be ermitted by a Non-discharge Rec cle System
Permit from the Aquifer Protection Section (APS), OR may instead be permitted under NCG020000 to eliminate an additional permit.
Recycle systems that do not meet those criteria are considered discharging systems, and are subject to the NCG020000 discharge
ep rmit•
*To obtain 7Q10 flows, pennittees must contact the DWQ Stormwater Permitting Unit. If DWQ does not have a flow estimate fora
specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 flow for tidally influenced water bodies.
Reviewed by:
DWQ RO Surface Water: LCW Regional Office: Raleigh Date: 4/21/11
Rev September 2010

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
RO Aquifer Protection Sectioo Regional Office: Date:
SPU DWQ Central Office Reviewer (if applicable):
r
Rev September 2010

s �
Wenner, Judy
From: Holley, John
Sent: Wednesday, April 20, 2011 12.32 PM
To: Wehner, Judy
Cc: Davis, Tracy
Subject: Merry Oaks I Renewal (19-10), Suspense Date 4-1 B-2011
As we discussed yesterday afternoon, the plan has been reviewed, and I have checked with DWQ/DAQ. We did rout a
copy of the plan to them, but DWQ still had it and was reviewing it even yesterday. I spoke with Lauren Witherspoon,
and she indicates that Triangle Brick will likely need to do some additional permitting regarding the portion that has not
been mined to date (M-6),and she will be addressing that in her comments to you. Further, she said there may be an
issue with stream Impacts on that site. DAQ has no outstanding issues with them according to Charles McEachern, and
he indicates that their permitting includes a fugitive dust component.
I do not see any serious problems regarding 5&E, but I do suggest the fallowing:
(1) They need to address conveyance of diversion flow into the basins at M-6 so that erosion problems are avoided.
Interior slopes will be pretty steep and the basin entry points will be vulnerable.
(2) They need to provide more Information on the plans regarding the diversions at M-6, particularly the clean-
water diversions. Maximum slopes need to be specified as well as minimums to ensure stability. Further, the
sequencing should be clear regarding installation of the clean-water diversions prior to general site disturbance.
(3) The previous plans should be sufficient for the existing active mining areas.
I would not recommend approval until these issues are addressed, and I anticipate that DWQ may raise additional
permitting Issues. If there are any questions, please advise. Thanks for your patience with my being out sick the first of
the week.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties.
Please note my email address has changed to
John.Hollev@ ncde n r.eov -
1

® North Carolina Wildlife Resources-Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Brenda M. Harris, Mining Program Secretary -
Land Quality Section
FROM: Shari L. Bryant, Piedmont Region Coordinator
Habitat Conservation Program
DATE: I H April 2011
SUBJECT: Mining Permit Renewal for Triangle Brick Company, Merry Oaks 1 — Permit No. 19-10,
Chatham County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission have reviewed the subject
permit renewal and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Mining Act of 1971 (as amended, 1982)(G.S. 74-76 through 74-68 15
NCAC 5).
The applicant is requesting a renewal of their permit for mining clay. The total permitted area is
370 acres. The applicant indicates water is pumped to an adjacent sediment pond prior to discharge, and a
50-foot buffer is maintained between the mining area and any watercourses or wetlands. Reclamation
includes re-vegetation with an emphasis towards wildlife habitat.
The site drains to an unnamed tributary to Shaddox Creek in the Cape Fear River basin. There
are records for the federal species of concern and state special concern Bachman's sparrow (Peucaea
oe.stivalis) near the site.
Should the permit be renewed, we offer the following recommendations to minimi�x impacts to
aquatic and terrestrial wildlife resources.
I. Maintain a minimum 100-foot undisturbed native, forested buffer along perennial streams, and a
minimum 50-fool buffer along intermittent streams and wetlands. Maintaining undisturbed,
forested buffers along these areas will reduce impacts to aquatic and terrestrial wildlife resources,
water quality, and aquatic habitat both within and downstream of the project area. In addition,
these buffers will provide an adequate travel corridor for wildlife species. Whereas, a grassed
buffer, particularly fescue, is a vegetated buffer but will not provide the necessary and highly
valuable functions as discussed for forested buffers. We request that sediment and erosion
control structures be located outside of these buffers.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

Page 2
18 April 2011
Merry Oaks 1
Permit No. 19-10
2. Water discharges from the project site should be proportional to the size of the receiving stream
so that the hydrology of the stream is not altered, and all discharges should comply with NPDES
permit requirements. In particular, turbidity of the discharge should be maintained at or below
the permit requirement. High water discharge rates and turbidity can negatively impact aquatic
resources within and downstream of the project area. Excessive silt and sediment loads can have
numerous detrimental effects on aquatic resources including destruction of spawning habitat,
suffocation of eggs, and clogging of gills of aquatic species.
3. We encourage the applicant to consider using seed mixtures that are beneficial to wildlife such as
native, warm season grasses in their reclamation plan. An exact seeding mixture would need to
take into account soil types, moisture, pH, and degree of slope of areas to be stabilized. In
addition, for relatively shallow sediment basin reclamation, we recommend these areas be
reclaimed as wetlands where practicable. We refer the applicant to George Strader, District
Wildlife Biologist at(919)471-1743 for additional information and ideas on reclamation for
wildlife.
Thank you for the opportunity to comment on this permit renewal. If we can be of further
assistance, please contact our off-ice at [phone].
cc: Tom Wainwright, Jacobs Engineering
Mark Bowers, USI~WS

Wehner, Judy
From: Werner, Judy
Sent: Tuesday,April 19, 2011 1:3B PM
To: 'Wainwright, Thomas J:
Cc: Holley, John
Subject: RE: Merry Oaks#1 acreage
No need. Just needed clarification,
From: Wainwright, Thomas J. Email[o:Thomas.Wainwriuht(a)iacobs.comJ
Sent: Tuesday, April 19, 2011 1:37 PM
To: Werner, Judy
Subject: RE: Merry Oaks #1 acreage
Judy,
I copied an approved permit application submittal ( not the actual NCEENR Permit) which stated 370 acres. It appears as
though that was a typo. Everything else I can Find states 350 ac. as you pointed out. Can I bar a new sheet that corrects
this acreage?
Thanks,
Tom
NOTE NEW ADDRESS:
Tom Wainwright, PE I Project Manager
JACOBS North American Infrastructure
Office. 111 Coming Road, Suite200,. Cary. NC 27618
Contact Office.919.859 57671 Cell:919.427,90031 thomasmainwreirtitDiacobs.com I wwwJacobs.com
From: Werner, Judy fmailto:judy wehner((Dncdenr. ov
Sent: Tuesday, April 19, 2011 11:28 AM
To: Wainwright, Thomas J.
Cc: Holley, John
Subject: Merry Oaks #1 acreage
Currently there is 350 acres permitted. The renewal request states 370 acres is to be renewed. Can you explain the
difference?
Judy Wehner
Assistant State Mining Specialist
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
[phone] fax
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.
t

FAX COVER NC Wildlife Resources Commission
Habitat Conservation Program
P. O. Box 129
Sedalia, NC 27342-0129
Date 04/18/11
Number of pages including cover sheet 3
To: Brenda M. Harris From: Shari Bryant
Phone [phone] Phone [phone]
Fax Phone [phone] Fax Phone [phone]
CC:
REMARKS:
❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment
19-10 — Merry Oaks I, Chatham County
1 'd SZ9L '664 '9EE 1ueRd6 pjey5 ell :60 It 81 Jdu

e North Carolina Wildlife Resources Commission 9
Gordon Myers, Executive Director
MEMORANDUM
TO: Brenda M. Harris, Mining Program Secretary
Land Quality Section FROM: Shari L. Bryant, Piedmont Region Coordinator 'Zha. —Af
Habitat Conservation Program
DATE: 18 April 2011
SUBJECT: Mining Permit Renewal for Triangle Brick Company, Merry Oaks l—Permit No. 19-1%
Chatham County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission have reviewed the subject
permit renewal and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Mining Act of 1971 (as amended, 1982)(G.S. 74-76 through 74-68 15
NCAC 5).
The applicant is requesting a renewal of their permit for mining clay. The total permitted area is
370acres. The applicant indicates water is pumped to an adjacent sediment pond prior to discharge, and
50-foot buffer is maintained between the mining area and any watercourses or wellands. Reclamation
includes re-vegetation with an emphasis towards wildlife habitat.
The site drains 10 an unnamed tributary to Shaddox Crack in the Cape I=River basin. There
are records for the federal species of concern and state special concern Bachman's sparrow(Peucaeo
aesrivalis)near the site.
Should the permit be renewed, we offer the following recommendations to minimize impacts to
aquatic and terrestrial wildlife resources.
1. Maintain a minimum 100-foot undisturbed native, forested buffer along perennial streams, and a
minimum 50-foot buffer along intermittent streams and wetlands. Maintaining undisturhed,
forested buffers along these areas will reduce impacts to aquatic and terrestrial wildlife resources,
water quality, and aquatic habitat both within and downstream of the project area. In addition,
these buffers will provide an adequatetmvel corridor for wildlife species. Whereas, a gassed
buffer, particularly fescue, is a vegetated buffer but will not provide the necessary and highly
valuable functions as discussed for forested buffers. We request that sediment and erosion
control structures be located outside of these buffers.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh,NC 27699.1721
Telephone: [phone] • Fax: [phone]
2 -d S294. -604 '969 lueFd6 T-eg5 etlr60 it 6I Jd8

Page 2
18 April 2011
Merry Oaks I
Permit No. 19-10
2. Water discharges from the project site should be proportional to the size of the receiving stream
so that the hydrology of the stream is not altered, and all discharges should comply with NPDES
permit requirements. In particular,turbidity of the discharge should be maintained at or below
the permit requirement. High water discharge rates and turbidity can negatively impact aquatic
resources within and downstream of the project area. Excessive silt and sediment loads can have
numerous detrimental effects on aquatic resources including destruction of spawning habitat,
suffocation of eggs, and clogging of gills of aquatic species.
3. We encourage the applicant to consider using seed mixtures that are beneficial to wildlife such as
native, warm season grasses in their reclamation plan. An exact seeding mixture would need to
take into account soil types, moisture,pH,and degree of slope of areas to be stabilized. In
addition, for relatively shallow sediment basin reclamation, we recommend these areas be
reclaimed as wetlands where practicable. We refer the applicant to George Strader,District
Wildlife Biologist at(919)471-1743 for additional information and ideas on reclamation for
wildlife.
Thank you for the opportunity to comment on this permit renewal. if we can be of further
assistance, please contact our office at(336)449-7625.
cc: Tom Wainwright,Jacobs Engineering
Mark Bowers, US1:WS
E 'd S29L '6bt, ,9EE %ue;;J8 !Je4S eII :Go I 8t .Add

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Beverly Eaves Perdue Thomas A. Reeder Dee Freeman
Governor Director Secretary
April 13,2011 REC EIVED
MEMORANDUM
TO: Judy Wchner APR 14 2011
Land Quality Section LAND QUALITY
MINING PROGRAM
FROM: John Barr
Ground Water Management Section
Division of Water Resources
SUBJECT: Comments on the Mining Permit Renewal Request for:
Triangle Brick 01
Merry Oaks I
Chatam County
Please find attached a copy of the mining permit application request for the above referenced project.
The Merry Oaks located in Chatam County does appear to have an unduly adverse effect on ground water
supplies. However, if the mine is withdrawing over 100,000 gpd of water, they will need to register their
withdrawals. The registration form may be obtained from the www.ncwater.ort, website.
Facilities not in the fifteen county Central Coastal Plain Capacity Use Area are required to register their water
withdrawals in accordance with the North Carolina General Statute G.S. 143-215.22H. This statue requires any
non-agricultural water user who withdraws 100,000 gallons or more in any one day of ground water or surface
water to register and update withdrawals. This statue also requires transfers of 100,000 gallons or more in any
one day of'surface water from one river basin to another river basin to register and update their water transfers.
Water withdrawal registrants must complete the annual water use reporting form by April 1 for the previous
year.
If you have further questions please contact the Division of Water Resources at [phone] or send
correspondence to 1611 Mail Service Center, Raleigh NC 27699-1611.
1611 Mail Service Center,Raleigh,North Carolina 27699.1611 One
Phone:[phone] FAX:[phone] tnternet:www.ncwater.org NorthCarol ina
An Equal Opportunily 1 Affirmative Action Employer-50%Recycled 410%Post Consumer Paper )Vatumlly

0 A7 Z1
LA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
March 28, 2011
MEMORANDUM
TO: Mr. Nat Wilson
Habitat Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harr .
�ik
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Renewal for Triangle Brick
Merry Oaks I
Chatham County
© Mine Dewatering Proposed 0 No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit renewal request for the above
referenced project.
Please review this information and advise as to the probability of this operation having unduly adverse
effect on potable groundwater supplies (G.S. 74-51 (2)). Please respond by April 18, 2011 so that we may
complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and modifications, this office will
carefully review all proposed erosion and sediment control measures to ensure that they are sufficient to
restrain erosion and off-site sedimentation. However, any comments your agency can provide regarding effects
on potable groundwater supplies would be greatly appreciated. If your staff wishes to perform a site inspection,
it is recommended that they contact the person submitting this request to set up a convenient date and time.
Also, please send a copy of your comments to the person noted in the application. RETURN ALL APPLICATION
MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wenner at [phone]
if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley MAR 2011
OFWAT�
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 I FAX: [phone] r
512 North Salisbury Street, Raleigh, North Carolina, 27604

a

„yy MINING
, CHECKLIST FOR ROUTING
VhCad's Nair: ,j1 t6O.a4Gle I l'I.LCf(i Pra?d _NM: ' ” Qi-I(A .
vik.IPC/Alff NNO�.:: 19-in CMq-. ( 4.4.Ye aV( _l Date RIUIYGf: 31 ,2 L// ))
RMtaere �f, fN({(n�w� RhCC Bashi Namt:
r
❑ Nm .�RmePa) ❑ Mo"n (Imideymmff hoandarla)
❑ MdyWffort (mtddc yermft bwndarfa) ❑ Transfn ❑ Rehaa
❑ Pmtfat RehasC ❑ Ad bnal Irfarmadaa ❑ FCC Needed: $ ,❑, FCC Rtalvel $ /o(y)60
Plea[ pale mnratln apy/U gum pa&w to:
ISI �U L � ) ,RCefm9 PfC (xra*&myin; alfgh the%QS IOM40ffler MlniV A�Gcatlon RMm
cheeNul toom L0i1 mud adaeh balk die D �QMhlh g Apblaunn amrw Form•to the otM cayl;Md bilk Goff to the Reg a
eWM)
�L/ Daft. RatedI2.F�iI Reel 3/4a4/lrl
L7 DMAM of Water kesm Date: Rm w 0 Ra'd / r
[y
'Ll NC Wlldlfft R[toarKt Cammisftml Date: Rmfed RCC'd
❑ us Fish& waft scrvfce Date: Rmted ReCd
(only new ayyhcallons and mmllflcaffon agoras dud add W to the ynnaf)
Plmn roof[(Irst 3 papa of fhe ap hcaftm ad miry locawn maps to: /
❑ Dlvts(an 4Parla&Pecrtaum Date: ROW RCCd
❑ NCGolgialsurveyseeffm Date: Rmfd Rwd
❑ DlvlMn of Marta FtshCHU Date: Rmted Rftd
❑ Dft44on of soft& Water Canscriedon (yha LEA) Date: Raw Ra'd
(only new ayyheatiou and madificatian regaeCs fffid odd laid to theyrman
❑ DMsfotl of Archtra & Ntstory Date.. Raatd Rend
(only new ayyheaffM)
❑ othm: Date: Rmtd Md
**&u C Date for Comments: 4 I(i� I f (NO hater tiara as daysf m receyt) 35y
�
0 Pbmae note the fa0m ig: _ a '

0 A�7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
March 28, 2011
MEMORANDUM
TO: Ms. Shari Bryant
Habitat Conservation Program Coordinator
Wildlife Resources Commission
FROM: Brenda M. Har
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Renewal for Triangle Brick
Merry Oaks I
Chatham County
Please find attached for your review a copy of the mining permit renewal request for the above
referenced project.
Please review this information and advise as to the probability of this operation having unduly
adverse effect on wildlife and freshwater, estuarine, or marine fisheries (G.S. 74-51 (2)). Please respond by
April 18, 2011 so that we may complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and modifications, this office
will carefully review all proposed erosion and sediment control measures to ensure that they are sufficient to
restrain erosion and off-site sedimentation. However, any comments your agency can provide regarding
effects on wildlife and freshwater, estuarine, or marine fisheries would be greatly appreciated. If your staff
wishes to perform a site inspection, it is recommended that they contact the person submitting this request
to set up a convenient date and time. Also, please send a copy of your comments to the person noted in
the application. RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO
THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms, Judy Wehner at (919) 733-
4574 if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
March 28, 2011
MEMORANDUM
TO: Mr. Nat Wilson
Habitat Hydrogeoiogy Group
Division of Water Resources
FROM: Brenda M, Harr6z�)k
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Renewal for Triangle Brick
Merry Oaks I
Chatham County
© Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit renewal request for the above
referenced project.
Please review this information and advise as to the probability of this operation having unduly adverse
effect on potable groundwater supplies (G.S. 74-51 (2)). Please respond by April 18, 2011 so that we may
complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and modifications, this office will
carefully review all proposed erosion and sediment control measures to ensure that they are sufficient to
restrain erosion and off-site sedimentation. However, any comments your agency can provide regarding effects
on potable groundwater supplies would be greatly appreciated. If your staff wishes to perform a site inspection,
it is recommended that they contact the person submitting this request to set up a convenient date and time.
Also, please send a copy of your comments to the person noted in the application. RETURN ALL APPLICATION
MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at [phone]
if you have any questions.
Ibmh
Attachments
cc: Mr. John Holley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-733-4574 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

NCDENR - Division of Land Res . ® CHECK NO.
Land Quality Section 067073
1612 Mail Service Cen r .
Raleigh, NC 27699-1612
Date A/c Code
10-Mar-2011 16006
Transaction Cash Cash Alloc Cash Alloc
Date Code Discount Amount Amount USD
- ---------- - ------------- - ----------- -- --------------
SN USD O . DO 1, 000 . 00 1, 000 . 00
10-MAR-2011 Our,Ref 221832 Supp Ref 19-10 MO I RENEWAL
MAR 24 207i
Total Remittance USD 10000 . 00
I
I

Wehner, Judy
From: Werner, Judy
Sent: Friday, March 25, 2011 9:51 AM
To: Smith, Danny
Cc: Holley, John; Idol, Joel; Wenner, Judy
Subject: Review Sheet for 19-10 Merry Oaks I Mine
Attachments: 19-10 DLR -Water Quality Review Sheet 2010.doc
Here's the review sheet for the renewal. Can you please make sure whoever completes it a-mails it to Tom Wainwright
also.. Thanks! -
Judy Wehner
Assistant State Mining Specialist
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
[phone] fax
------------------------------------------
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.
t

Prvnt this hem to PDF Rehvn POF 119 fmm to DLR CO by email. cc DLR RO and DWO SPU
MINING ARMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: Merry Oaks ! DLR Permit#: 19-10 County: Chatham Address:_
Th i m a s.wai nwright: aco bs.com
YES NO Date Commencing
Is this mine a new mine? r r 1990
Have land disturbing activities
started? Date? r r 1990
Latitude: 35.6354 Longitude: -78,9993
Please return comments to (at DLR CO): Judy Wehner
Comments due by: 4/18111
SECTION BELOW TO BE FILLED OUT BY DWO:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?_
Comments:
Watershed/Stream Name & Classification:
DWQ Compliance Status of Mine:
YES NO
i;NE3 permit requed ' � ',.ss,r:. t �. :.t : "- `w ..z
NPDES permit existing? r (Permit # ) r
"If an'NPDEST pe minis' not iequvedr is DWQ a r
still concerned ab r t wetla�ndhdegradation Fr V 4�t ` ' ` t r
.bYddewaterin9� � , .. w &° .Yq
Should permittee contact DWQ RO
immediately? (e.g. to schedule a site visit if r RO Contact Name
mine has already begun digging or is Contact Reason:_ —
dewatering without DWQ permit)
VVV401 Wetland Cart H.27,:; 1 :..:—mrX
_ ', " q16
401 Wetland Cert. existing? r Permit # r
°oesnDWQ RO currently have enough !!'
tinformabon to determine rf a,.40f1 '� t tt
bi"ert icatidn&is re wred�7 gs `'? , r , a ,..+''�. ` `.`r;
Rev September 2010

Print this form to PDF Return PDF of0lean to DLR CO by email. oc DLR RO end DwQ SPU
YES NO
Are wetlands disturbed at this site? ! r •� '�r_'
Does DWO RO suspect or know of nearby r r
wetlands to the site?
Is a wetland delineation required prior to mr •! By.fir.JD or !r Consultant
DWQ issuing the permit? lr tOnsite2 Or 'r 'Offsite?
Stream Determination Needed? r •_ r
Stream Determination Completed?
Does DWO RO need a statement that no
wetlandslstreams are disturbed r r
for this project from applicant?
Buffer Determination Needed? . - 4ri
Buffer Determination Completed? r • r
Recycle system permit existing?* E—I Permit # �r
New Recycle System permit required?* r r
Enough information to determine? —
Ron-discharge permit existing?* 'Permit # r ^-
-Will wastewaters discharge to HQW waters r • r ,7Q10
with a 7Q10=07 *" Unknown (permittee determine): r Flow:
r Has Violation
.Does DWQ require DLR-to hold the permit r.J,O&M Requirements - -
'r
(e.g. so DWQ can review it further or r i.HQW/7Q10ConcernsrJ6ther. Reason:.
because DWQ requires more information)? -
RO contact:.
Hold Until:
Mine must wait to dewater until an O&M r r
plan is approved?
'The NPDES SW and WWPemmit NCG020000 covers closed-loon recycle systems designed to exclude all stormwaterrun-off from
the system and operate at orbelow two-feet of freeboard. These systems maybe nermlttedby a Non-dischame Recycle System
Permit from the Aquifer Protection Section hAPS)r OR may instead be Permitted under NCG020000 to eliminate an additional rimmif
Recycle systems that do not meet those champ are considered dlschaming systems and are sullied to the NCG020000 discharge
Pelmit.
'-To obtain 7Q70 flows, permittees most contact the DWQ Staimwater Permitting Unit, If DWQ does not have a flow estimate fora
specific stream, committees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS. 919571-4043, for
more information on obtaining a 7Q 10 flow. USG will not determine a 7Q 10 Now for tidally influenced water bodies.
Reviewed by:
DWQ RO Surface Water Regional Office: _ Date:
RO Aquifer Protection Section: _ Regional Office: Date
SPU DWQ Central Office Reviewer (if applicable):
Rev September 2010

JACO�S ®
1 ui Corning Road pn Vd ,_ /1
Suite 290 l.�'Lt t'�.r
Cary,NorthCarolina
1.919.859.5000 Fax [phone] r nn'�
4'
March 23, 2011 � .
NCDENR
Land Resources R�CEIUfiD
512 N. Salisbury St.
Room 5191R 2 r1
Raleigh, INC 27604 2011
Attn: Ms. Judy Wehner
Subject: Triangle Brick Company - Merry Oaks I Active Permit Renewal
Permit No. 19-10
Jacobs No. EIX10200
Dear Ms. Wehner :
Jacobs Engineering, on behalf of Triangle Brick Company, hereby submits six( 6) copies of
plans, carts and mine plan narrative plus the original mine plan narrative with signature sheets
supporting an Active Renewal Request.
As we discussed, the last mining area ( 10 yr. renewal) was not entirely mined out. Mining area
M-6 is the only area that did not have any disturbance. Included herein are the sediment control
structures for that area and the new mining plan.
We have included the previous mining plan for reference sake.
Also included is the application fee of $ 1 ,000.00.
If additional information is needed, please don't hesitate to contact me at [phone] or
Thomas.wainwriliacobs.com .
Thank you in advance for your consideration of this request.
Sincerely,
Tom Wainwright, P.E.
Project Manager
cc. Howard Brown - Triangle Brick Company
Jacobs Engineering craupinc.

® •
aay,•

PICKUPTIME 25
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII FASTLANE PICKUPDATE Z4 1 g28-0303
_ _34686
SAME DAY DRIVER ROF PIECES�WEIGHT 1-
DILL TO:(SHIPPER RECEIVER 3RDPARTV
NEXT DAY CA_fl VAN ROUND TRIP CHARGES
L.16 o
FROM %ZZ TO
COM ANY NAME _ YA/ fl6t) L"'t , nc 4! eY COMPANY NAME A)C I ) t AI IC
p �j � J f
STREETADDRESS III CUrn�nn FS(\ STREETADDRESS �17 A)' �` i<tDbra 5�
J ��/'J � '
CITY CC. ST ZIP CITY IV L LAN STb�ZIP
CONTACTLNAME-�)' Eix I'r/7 UC) CONTACT NAME 50A L�)e �n r
PHONE # �' PHONE #
DATE TIME SIGNATURE

•
APPLICATION FOR A MINING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
I. Name of Mine Merry Oaks I County Chatham
River Basin Cane Fear
Latitude(decimal degrees to four places) 35.6354
Longitude (decimal degrees to four places) -78.9993
2. Name of Applicant* Triangle Brick Company
3. Permanent address for receipt of official mail** 6523 N. Highway 55
Durham, NC 27713
Telephone (919 )544-1796 Alternate No. )
4. Mine Office Address 294_King Road Moneure, NC 27559 ( Merry Oaks I address)
Telephone (919) 387-9258
5. Mine Manager Donald Strother
We hereby certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
4
***Signature • /Z ' Date
Print Name Howard Brown.Jr.
Title Vice President Production and Engineering
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site.
*' The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
-2-

APPLICATION FOR ASNING PERMIT 0
NOTE: All of the following questions must he thoroughly answered regarding your mining operation for
the intended life of the mine. All responses must he clearly conveyed on a corresponding,detailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
1. Answer all of the following that apply:
❑ If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the
permit (this is the acreage that the "new permit" fee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned:
Acres leased: Property owner if leased:
® If this is an application for RENEWAL of a mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit: Mining Permit No.: 19-10
Total permitted acreage (this is the acreage that the "renewal" fee will be based upon): 370
SEE EXPLANATION BELOW***
❑ If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
Does the modification involve acreage within the previously approved permitted boundary?
Yes ® No ❑. If yes, indicate the acreage to be covered by this modification (this is the acreage
that the "major modification" fee will be based upon):
Does the modification involve acreage outside the previously approved permitted boundary?
Yes ❑ No Z. If yes, indicate the additional acreage to be covered by this
modification: . (NOTE: you must complete all of Section F.of this application form
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit,will any portion of this acreage be affected (i.e.: disturbed,
ground cover removed) by the mining operation? Yes ❑ No ® (If no, a "minor modification"
fee of $100.00 is required, despite the "Lind ist.urbed" acreage to be added). If yes, indicate the
acreage to be affected within the acreage to be added to the permit (the total acreage to be added to
the permit is the acreage that the "major modification" fee will be based upon):
❑ If this is an application for TRANSFER of a mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO BE
PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: clay
3. Mining method:
❑ Hydraulic Dredge ® Front-end Loader & Truck ® Shovel & Truck
Dragline & Truck Self-loading Scraper
Other (explain):
4. a. Expected maximum depth of mine (feet) 50 ft. 60 ft.
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
Natural ground _
- 3-

APPLICATION FOR AI&NING PERMIT
b. Expected average depth of mine (feet) 40 ft. - 50 ft.
5. Has any area(s) at this site been mined in the past'? Yes ® No ❑
If yes, when and by whore was this activity conducted?
6. Number of years for which the permit is requested (10 years maximum): 10 yrs.
Q. MAPS
1. Clearly mark and label the location of your mining operation on six (6)conies of a 7.5-minute quadrangle
and a county highway rnap. These maps, in addition to six (6) conies of all mine maps and reclamation
maps, must be submitted with each permit application.
7.5-minute quadrangles may be obtained from the N.C. Geological Survey:
Mailing Address: Physical Address:
1612 Mail Service Center OR 512 North Salisbury Street, 5"' Floor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
www.geology.enr.state.nc.usl
County highway maps may be obtained from the N.C. Department of Transportation:
North Carolina Department of Transportation —Geographic Information Systems (GIS)
Mailing Address: Physical Address:
NCDOT GIS Unit NCDOT GIS Unit
1587 Mail Service Center 3401 Carl Sandburg Court
Raleigh, North Carolina 27699-1587 Raleigh, North Carolina 27610
[phone]
www.ncdot.org/it/�;isContact/del'ati lt.html
2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the fallowing, at a
minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights-of-way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants(processing plants may be described as to location and
distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on-site haul roads.
I. Location of planned and existing on-site buildings.
m. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners of record, both public and private,of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or]eased by the applicant or is owned by the lessor of'
-4-

APPLICATION FOR ANING PERMIT
the mine tract, names of owners of record of tracts adjoining these tracts,that are within 1,000 feet of
the mining permit boundary, must be provided on the mine map.
p. Names of owners of record,both public and private,of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway,creek,stream,river,or
other watercourse, railroad track,or utility or other public right-of-way. If an adjoining tract is owned
or leased by the applicant or is owned by the lessor of the mine tract, names of owners of record of
tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must be
provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or less
and is not designated as an interstate Highway.
q. Map legend:
. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding names
7. Date prepared and revised
$. Name and title of person preparing map
Map scales should meet the following guidelines:
PERMITTED ACREAGE MAP SCALE
0-49 Acres 1 inch = 50 feet
50-199 Acres 1 inch = 100 feet
200+ Acres 1 inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
-5 -

APPLICATION FOR A SING PERMIT O
A table%hart most be provided on the mine map that clearly lists the approximate acreage of tailings/sedinrent
ponds, stockpiles, wastepiles, processing area/haul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A lable%hart
similar to the following will be acceptable:
CATEGORY AFFECTED ACREAGE( ac.)*
'railings/Sediment Ponds 2.82 — no change
Stockpiles 3.28 — no change
Wastepi les 1.0— no change
Processing Area/Haul Roads 47.8 —no change
Mine Excavation 55 — no change
Other (Explain)
Total Disturbed Acreage 109.9 - no change
* This has not changed from the 2000 Mine Plan submittal and therefore currently bonded.
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE-SPECIFIC
INFORMATION THAT IS PROVIDED INTHE ANSWERS'r0 THE FOLLOWING QUESTIONS IN
THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUESTIONSISTATF,MENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS.
- 6-

APPLICATION FOR A *ING PERMIT
C. PROTECTION OF NATURAL RESOURCES
Describe in detail the sequence of events for the development and operation of the mine and reference the
sequence to the mine rnap(s). Attach additional sheets as needed.
EXPLANATION OF MINING
The mining plan as originally submitted June 2000 has not been completely mined out. The economy
has slowed mining significantly and thus there are areas that were intended to be mined that have
not been "touched". After several discussions with Land Resources personnel, it was decided that
the new 10 yr plan is limited to what has not been changed in the "old" plan.
The most significant change is the sediment and erosion control structures that have not been
installed in mining area M-6. All others have been installed.
The mining and reclamation sequence and proposed post mine or reclaimed state have not changed
from that,June 2000 plan.
The acreages as stated in that plan and bonded in that plan have not changed therefore, presented
in this document for historical purposes only.
The mining area M-6 has changed slightly due to the"shape"of the sediment ponds changing. Overall,
the sediment ponds got slightly larger and the mining area got slightly smaller.Difference is insignificant
and therefore recommend no changes to the reclamation bond.
Mine plan drawings from the previous permit are submitted herein for reference.
M-1 This area was mined during the previous permit period 2000-2010.This area remains
in the mine plan due to the possibility that additional mining may take place in the
future.
M-3 Approximately 25-30 of material has been mined from this area. Generally speaking,
mining operationally has alternated between M-3 and M-4. Another 25' +/- will be
mined from this area in the future.
M-4 Mining is currently taking place in this area. The west end has been excavated to a
depth of about 15 ft. below natural grade. As stated above, mining will alternate
between this area and area M-3.
M-5 In anticipation of mining this area, all the erosion control structures were installed
prior to Dec. 1, 2010. Some of the area had been "grubbed" to get erosion control
structure equipment in there but no other disturbance has occurred.
M-6 Mining disturbance has not occurred in this area. Erosion control structures were
designed but not installed and therefore are being redesigned to comply with the new
requirements for surface mines.
2. Describe specific erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation(include specific plans for sediment and erosion control fornrirre
excavation(s), waste piles, access/mine roads and process areas), and give a detailed sequence of'
installation and schedule for maintenance of the measures. Locate and label all sediment and erosion
control measures on the aline rnap(s) and provide typical cross-sectiort,r/construction details of each
measure. Engineering designs and calculations are required to justify the adequacy of any proposed
measures.
- 7-

APPLICATION FOR A &ING PERMIT 40
Complete erosion control measures for area M-h are included with this application. As stated
above, all other measures are currently in place.
3. a. Will the operation involve washing the material mined, recycling process water, or other waste water
handling? Yes ❑ No®. If yes,briefly describe all such processes including any chemicals to be used.
Waste water from the existing truck maintenance facility are pumped to the permitted spray
irrigation field.
b. Will the operation involve discharging fresh or waste water from the mine or plant as a point discharge to
the waters of the State? Yes ® No ❑. If yes, briefly describe the nature of the discharge and locate
all proposed discharge points (along with their method of Stabilization) on your!]line lnap(s).
As in the past,once mining progresses below the actual elevation in which it will gravity flow it will
he pumped into an adjacent sediment pond prior to discharge.
c. Will any part of the proposed mine excavation(s) extend below the water table? Yes ® No ❑.
If yes, do you intend to dewater the excavation(s)? Yes ® No ❑.
If yes, what impact, if any,will mine dewatering have on neighboring wells? Estimated withdrawal rate
in gallons per day: . Locale all existing wells on the mire maps) that Ile ► 4lhin
500 feet of the proposed excavation area. Provide data to support any conclusions or statements made,
including any monitoring well data,well construction data and current water withdrawal rates. Indicate
whether the proposed mine locale is served by a public water system or private wells.
There are no wells within 500' of the excavation.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality permit(s)(i.e.,non-discharge,NPDES,Stormwater,etc.) from the
Division of Water Quality, Water Quality Section. In addition,the applicant is required to register water
use with the Division of Water Resources if the operation withdraws more than 10,000 gallons pee day
and needs a capacity use permit from the Division of Water Resources if the operation lies in a capacity
use area and withdraws more than 100,000 gallons per day.
Triangle Brick operates under Permit Number NCG070098 at the Merry Oaks Mine.
4. a. Will the operation involve crushing or any other air contaminant emissions'? Yes ® No ❑.
If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the
Division of Air Quality or local governing body.
Triangle Brick operates under an existing air quality permit.
b. How will dust from stockpiles, haul roads, etc., be controlled?
A water truck will be used to control dust.
-8 -

APPLICATION FOR A *ING PERMIT
5. a. A buffer will be required between any mining activity and any mining permit boundary or right-of-
way. It may be an unexcavated buffer (no excavation, but roadways, berms and erosion &
sedimentation control measures may be installed within it), an undisturbed buffer (no disturbance
within the buffer whatsoever),or a combination of the two,depending upon the site conditions. Note
that all buffers must be located within the mining permit boundaries.
How wide a buffer will be maintained between any mining activity and any mining permit boundary
or right-of-way at this site? A minimum buffer of 25 feet is recommended, although it wider buffer
may be needed depending on site conditions. Show all buffer locations and tvidths on the inine
ma p(.ti).
Generally a 50' buffer is maintained between the mining area and any adjacent property line,
easement , permit boundary or property line.
b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing activities
within the mining permit boundaries and any natural watercourses and wetlands unless smaller
undisturbed buffers can bejustified. Depending on site conditions, a buffer wider than 50 feet may
be needed.
How wide an undisturbed buffer will be maintained between any land disturbing activities within the
mining permit boundaries and any natural watercourses and wetlands at this site? Show all buffer
locations and widths on the mine inap(s).
A 50' buffer is maintained between the mining area and any watercourses or potential
wetlands.
Buffer widths are shown on the attached drawings.
G. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizontal to I vertical slopes or flatter for clayey material and
minimum 3 horizontal to I vertical slopes or flatter for sandy material are generally required, unless
technical justification can be provided to allow steeper slopes.
A minimum 2 horizontal to 1 vertical slope will be maintained during mining.
b. Provide a cross-section on the inane inap(s) for all fill slopes (herins, wastepiles, overburden
disposal areas, etc.), clearly indicating-the intended side slope gradient, installation of any benches
andlor slope drains (With supporli.ng design ttiformation) if needed, and the inelhod or filial
stabilization.
See cross sections on attached drawings.
- 9 -

APPLICATION FOR A &ING PERMIT 0
c. In excavation(s)of unconsolidated(non-rock)materials,specify the angle of all cut slopes including
specifications for benching and sloping. Cross-sections fur all cut~lopes must be provided on the
mine 111ap(s).
Slopes will be 2V to l H or flatter. Most slopes will not exceed 3H to IV.
d. In hardrock excavations,specify proposed bench widths and heights in feet. Provide cross-sections
of the aline excavation clearly noting the angles of the cut slopes, widths of'all safely benches and
)mile benches, and the expected maximum depth oJ the excavation.
Does not apply here, this is not a hardrock mine.
7. Describe other methods to be taken during mining to prevent physical hazard to any neighboring dwelling
house, public road, public, commercial or industrial building from any mine excavation. Locate all such
structures oil file aline slap if they are within 300 feet of any proposed e'rcavatroil.
There are no dwellings located near the pit areas. The only roads located near the pit area
would be near mining area M-5. The slope of the excavation will prevent any potential for
landslides.
8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area
and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder
barriers may be acceptable high wall barricades. A construction detail/cross-section and location of each
type of barricade to be used must he indicated on the aline !]lap(s).
The public is not permitted within the mine boundary. There are no highwalls as such and
therefore falling or driving over the edge will not be a safety issue.
9. Are acid producing minerals or soils present? Yes ❑ No M.
If yes, how will acid water pollution from the excavation, stockpiles and waste areas be controlled'?
10. a. Describe specific plans (including it schedule of implementation) for screening the operation from
public view such as maintaining or planting trees,bushes or other vegetation,building berms or other
measures. Shotiv the location of all visual screening oil the mine map(s)and provide cross-sections
through all proposed berms or proposed spacing, sues and species•.for tree plantings.
The area is heavily treed thus natural screening from adjacent roads or property. Visual
berms will only be constructed when and if these become necessary for additional screening.
- W-

APPLICATION FOR A WING PERMIT 0
b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated?
The area surrounding the mine site is privately owned and the possibility of creating a public
park or recreation area is very limited.
11. Will explosives be used? Yes ❑ No ®.
If yes, specify the types of explosive(s) and describe what precaution(s) will be used to prevent physical
hazard to persons or neighboring property from flying rocks or excessive air blasts or ground vibrations.
Depending on the mine's location to nearby structures, more detailed technical information may be
required on the blasting program{such as athird-party blasting study}. Locate the nearest off vite occupied
structure(s) to the proposed excavation(s) on the mine map and indicate its approximate distance to the
proposed excavation.
12. Will fuel tanks, solvents, or other chemical reagents be stored on-site? Yes ® No ❑.
If yes, describe these materials, how they will be Stored and anethod of containment an case ofspill. Indicate
the location(s) of all storage facilities on the mine maj)(s).
Fuel tanks will be stored on site and will ( continue) to meet all applicable regulations for
storage of petroleum products such as berms, containment etc.
D. RECLAMATION PLAN
. Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate
the sequence and general methods to be used in reclaiming this land. This must include the method.of
reclamation of settling ponds and/or sediment control basins and the method of restoration orestablishment
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
information must be illustrated on a reclamation map and amast correspond directly with the information
provided on the mane map(s). In addition, design information, including typical cross-sections, of am,
permanent channels to be constructed as part of'the reclamation plan and the location(s)of ull permanent
channels must be indicated on the reclamation map.
Temporary sediment basins will be removed,filled in,topsoiled and revegetated.The final"pit"area
will be sloped down to the waterline at a moderate slope to facilitate revegetation of the slope. The
entire mining area will be reclaimed with the emphasis towards wildlife habitat. NC Division of
Wildlife will be consulted as to which species will be most beneficial for wildlife.

APPLICATION FOR A &ING PERMIT 0
2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes ® No FT
If'yes, illustrate the location of the body(s) ref water on the reclamation nrap and provide a scaled
cross-section(s) through the proposed body(s) of water. The minimum water depth must be at least 4 feet,
measured from the normal low water table elevation, unless information is provided to indicate that a more
shallow water body will be productive and beneficial at this site.
Will the body(s) of water be stocked with fish? Yes ® No ❑.
If yes, specify species.
As stated above,the pit areas will be turned into ponds by their nature and will be deeper than 4 feet.
They will be stocked if deemed appropriates by the NC Division of Wildlife. Species will be
determined at a later date.
3. Describe provisions for safety to persons and to adjoining property in all completed excavations in rock
including what kind of permanent barricade will be left. Acceptable permanent barricades are appropriate
fencing, large boulders placed end-to-end, etc. Construction details and locations of all permanent
barricades must be shown on the reclamation Wrap.
There are no excavations in rock at this site.
4. Indicate the mcthod(s)of reclamation of overburden,refuse,spoil banks orother such on-site mine waste
areas; including specifications for benching and sloping. final cross-sections and locations for.such
areas must be provided on the reclamation map.
Any remaining overburden piles will be spread out with dozers and scrapers depending on the
location.They will be topsoiled and seeded. There will not be any refuse or minewastes left on
the mine site.
5. a. Describe reclamation of processing facilities, stockpile areas, and on-site roadways.
There is value in the buildings that are on site. The large buildings could have the kilns
removed and used as warehouses if so desired. The stockpile areas will be removed , graded,
topsoiled and seeded.
On site haul roads will be scarified with a ripper(s), graded into the surrounding landscape,
topsoiled and seeded.
b. Will any on-site roadways be left as part of the reclamation? Yes ❑ No ®.
If yes, identify such roadways on the reclamation map and provide details on permanent road and ditch
!me stabilization.
- 12 -

APPLICATION FOR A &ING PERMIT 41
Only the plant entrance roads will be left after mining. All other roads will be removed.
6. Describe the method of control of contaminants and disposal of scrap metal,junk machinery,cables,or
other such waste products of mining. (Note definition of refuse in The Mining Act of 1971.)
No off-site generated waste shall be disposed of on the mine site without prier written approval
from the NC Department of Environment and Natural Resources,Land Quality Section and either
the Division of Waste Management(DWM)or local governing body. If a disposal permit has been
issued by DWM for the site, a copy of said permit must be attached to this application. All
temporary and permanent refuse disposal areas must be clearly delineated oil the inane map(s) and
reclamation map, alone with a list of items to be disposed in said areas.
All scrap metal, "bone yard"material,junk, machinery,cables and other waste material will
be removed from the site and properly disposed of.
7. Describe your plan for revegetation or other surface treatment of the affected areas. This plan must
include recommendations for year-round seeding, including the time of seeding and the amount and type
of' seed, fertilizer, lime and mulch per acre. The recommendations must include general seeding
instructions for both permanent and temporary revegetation. Revegetation utilizing only tree plantings is
not acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the Division of Forest Resources, Department of Environment and
Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service,specialists
and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at
North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters referred by the Division of Forest Resources, Department of
Environment and Natural Resources;
f. N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
LIME - RATE OF APPLICATION (tons/acre): SEE ATTACHED
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre):
SEED - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDULE (pounds/acre): [NOTE: Include Legumes]
Seed Types: Seeding Dates: Seeding hates:
- 13 -

APPLICATION FOR A .&ING PERMIT •
MULCH -TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF ANCHORING:
OTHER VEGETATIVE COVERS —TYPE (S) AND RATE (S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
Revegetation and/or reforestation plan approved by:
Signature SITE ATTACHED , PLAN HAS NOT CHANGED FROM PREVIOUS PLAN
Date
Print Name
Title
Agency
- 14-

APPLICATION FOR A WING PERMIT
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The following hand calculation worksheet is to he used to establish an appropriate bond(based upon a range
of$500 to $5.000 per affected acre)for each perrnined mine site based upon the acreage approved by the
Department to be affected during the life of the mining permit. Please insert the apnrosimateacreate, foreach
aspect ofthe mining operation thatyou intend to affect durine the life of this mining Permit tin addition, Pleas
insert the appropriate reclamation cost/acre for each cateeory from the Schedule of Reclamation Costs
_provided with this application firm)OR You can defer to the Department to calculate your bond for you hosed
upon your maps and standard recanation costs:
AFFECTED RECLAMATION RECLAMATION
CATEGORY ACREAGE COST/ACRE• COST
Tailings/Sediment Ponds: 2.82 Ac. X $ 2,500 lAc. _ $ 7.050
Stockpiles: 3.28 Ac. X $2.500 /Ac. _ $ 8,200
Wastepiles: 1.0 Ac. X $5,000 /Ac. _ $ 5.000
Processing Aica/Haul Roads: 47.8 Ac. X $5,000 /Ac. _ $ 239.000
Mine Excavation: 30.0 Ac. X $2,500 /Ac. _ $ 75 000
Other: 25.0 Ac. X S 1,000 /Ac. _ $ 25,000
TOTAL AFFECTEDAC.: 109.9 Ac.
(TOTAL PERMITTED AC.: 370.0 Ac.)
Temoorary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b)affected acres that will be graded fot positive drainage where measures will
be needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands.
a) Internal Drainage 25.0 Ac.
b) Positive Drainage 84.9 Ac. X $19500.00 = $ 127,350
SUBTOTAL COST: $ 486,600
Inflation Factor:
0.02 X SUBTOTAL COST: $ 486,600 X Permit Life (I to 10 years): 97,320
INFLATION COST: $ 97,320
TOTAL COST = SUBTOTAL COST + INFLATION COST = $ 583 900*
Total Reclamation Bond Cost: $
(round down to the nearest 100.00)
*May be appropriate to add in the inflation cost again to the existing $ 583,900 bond
5

APPLICATION FOR A &ING PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered mail,
return receipt requested, to:
(1) the chief administrative officer of each county and municipality in which any part of the permitted
area is located as indicated on the mine map(s);
(2) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor
of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway,creek,stream,river,
or other watercourse,railroad track,or utility or other public right-of-way. If an adjoining tract is
owned or leased by the applicant or is owned by the lessor of the mine tract,all owners of record of
tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary)as indicated on the mine map(s). "Highway"means a road that has four lanes of travel
or less and is not designated as an Interstate Highway.
The only exception to the above method of giving notice is i f another means of notice is approved in advance by
the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and locations of all owners of
record of lands adjoining said boundaries must be clearly denoted on the tax map).
The "Affidavit of Notification" attached to this application must be completed, notarized and submitted to the
Department, with the remainder of the completed application form, before the application will be considered
complete.
NOTES:
THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING, PERMITS
AND ALL MODIFICATIONS OF A MINING PERMIT TO ADD LAND TO THE PERMITTED AREA,AS
REQUIRED BY NCGS 74-50(bl).
SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF
NOTIFICATION"
- ih-

0 0
NOTICE .
Pursuant to provisions G.S. 74-50(b 1) of The Mining Act of 1971, Notice is hereby given that
NA has applied on
(Applicant Name) (Date)
to the Land Quality Section, Division of Land Resources, North Carolina Department of Environment
and Natural Resources, 1612 Mail Service Center, Raleigh, North Carolina 27699-1612, for (check one):
❑ a new surface mining permit,
❑ a modification of an existing surface mining permit to add land to the permitted area; or
❑ a modification of an existing surface mining permit to add land to the permitted area with no disturbance
in the area proposed. Please note that future modification(s) may be submitted by the applicant to
allow disturbance within this area without re-notification of adjoining landowners.
The applicant proposes to mine on acres located
(Mineral, Ore) (Number) (Miles)
of off/near road
(Direction) (Nearest Town) (Number/Name)
in County.
*SEE ATTACHED MAP FOR PROPOSED PERMIT BOUNDARIES AND CORRESPONDING
ADJOINING LANDOWNER NAMES AND LOCATIONS*
In accordance with G.S. 74-50(bl), the mine operator is required to make a reasonable effort, satisfactory to the
Department,to notify all owners of record, both public and private,of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract,
all owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary). In addition, the mine operator must also notify the chief administrative officer of the county or
municipality in which any part of the permitted area is located. Any person may file written comment(s) to the
Department at the above address within thirty(30)days of the issuance of this Notice or the filing of the application
for a permit, whichever is later. Should the Department determine that a significant public interest exists relative to
C.S. 74-51, a public hearing will be held within 60 days of the end of the 30-day comment period specified above.
A copy of the permit application materials is on file and available for public review during normal business
hours at the above listed address as well as at the appropriate regional office. For information retarding the
specifics of the proposed mining activity, please contact the applicant at the following telephone number:
• . For information on the mining permit application review process, please contact
the Mining Program staff at [phone]. Please note that the Department will consider- any relevant written
comments/docurrtentation within the provisions of the Mining Act of 1971 throughout the application review
process until a final decision is made on the application.
(Addressee/Owner of Record's (Name of Applicant: Include Contact Person
Name and Address) & Company Name, if Applicable)
(Date of Issuance of this Notice/ (Address of Applicant)
Mailed to Addressee/Owner of Record)
- 17 -

APPLICATION FOR A &ING PERMIT 0
AFFIDAVIT OF NOTIFICATION
I, NA , an applicant, or an agent, or employee of an applicant, for a
new Mining Permit,or a modification of an existing Mining Permit to add land to the permitted area, from the N.C.
Department of Environment and Natural Resources,being first duly sworn,do hereby attest that the following are all
known owners of record,both public and private,of all tracts of land that are adjoining the mining permit boundary
(including, where an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract,
all owners of record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary) and
that notice of the pending application has been caused to be mailed, by certified or registered mail, return receipt
requested, to said owners of record at their addresses shown below, such notice being given on a form provided by
the Department:
(Adjoining Landowner Name) (Address)
(Attach additional list if necessary)
I do also attest that the following individual is the chief administrative officer of the county or municipality in which
any part of the permitted area is located and that notice of the pending application has been caused to be mailed, by
certified or registered mail, return receipt requested, to said office at the following address:
(Chief Administrative Officer Name) (Address)
[i.e.: City Manager, County Manager, Mayor, etc.:
The above attestation was made by me while under oath to provide proof satisfactory to the Department that a
reasonable effort has been made to notify all known owners of record, both public and private, of all tracts of land
that are adjoining the mining permit boundary (including, where an adjoining tract is owned or leased by the
applicant or is owned by the lessor of the mine tract, all owners of record of tracts adjoining these tracts, that are
within 1,000 feet of the mining permit boundary)and the chief administrative officer of the county or municipality in
which any part of the permitted area is located in compliance with N.C.G.S.74-50(b I)and 15A NCAC 513 .0004(d).
understand that it is the responsibility of the applicant to retain the receipts of mailing showing that the above
notices were caused to be mailed and to provide them to the Department upon request.
Signature of Applicant or Agent Date
If person executing Affidavit is an agent or employee of an applicant, provide the following information:
Name of applicant:
Title of person executing Affidavit
1, a Notary Public of the County of
State of North Carolina, do hereby certify that
appeared before me this day and under oath acknowledged that the above Affidavit was made by himlher.
Witness my hand and notarial seal, this day of 20
Notary: my Commission expires:
- 18-

• e
APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Departmentor its appointed reppresentatives the right of entry and travel upon our lends
or operation during regular business hours for the purpose Malang necessary field inspections orinvestgatons as
maybe reasonably required in the administration of the Mining Act of 1971 pursuant to G.S. 74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on the
land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry
out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S.
74-59,
LANDOWNER APPLICANT:
Signature: r- Signature:'/. '+ r
Print Name: Howard Brown Jr. Priat Name: Howard Brown Ir.
(Title, if applicable)
Company Triangle Brick Co Title: VP Production&Eegineerine
(If applicable)
Address: 6523 N. Hwy 55 Company: Triangle Brick Company
Durham NC 27713 Mine Name: Merry Oaks I
Telephone: (919) 544-1796 Telephone: (919) 544-1796
Date Signed: Dam Signed:
*Signature must be the same as the individual who signed Page I of this application.
One on nal and Ilve 5 co ies oP fhe w leted a licatio etx m ies of all location rm mine rma
an rec on rm and e a ro to roee46 ee(see next page or ce sded e n orm e c err
or money o er pays eto tire o 1011 partaiemtofEnvironmenl and Natural Resources must be
sent to the Land Quality Section Central Office at the address listed on the front cover of this application
form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at
[phone].
- 19-

i
' ' i
-,
.� x ,

JACOEft 0 Coming Road
Suite 200
Cary, North 8595Carolina 9519 595
1.91aB5e5000 Fax [phone]
March 23, 2011
NCDENR .
Land Resources t
512 N. Salisbury St.
Room 519 7MAR
JRaleigh, NC 27604Attn: Ms. Judy Wehner 2011
Subject: Triangle Brick Company— Merry Oaks I Active Permit Renewal
Permit No. 19-10
Jacobs No. EIXI0200
Dear Ms. Wehner : O
Jacobs Engineering, on behalf of Triangle Brick Company, hereby submits six( 6) copies of
plans, talcs and mine plan narrative plus the original mine plan narrative with signature sheets
supporting an Active Renewal Request.
As we discussed, the last mining area ( 10 yr. renewal) was not entirely mined out. Mining area
M-6 is the only area that did not have any disturbance. Included herein are the sediment control
structures for that area and the new mining plan.
We have included the previous mining plan for reference sake.
Also included is the application fee of $ 1,000.00.
If additional information is needed, please don't hesitate to contact me at [phone] or
Thomas.wainwriohi acobs.com .
Thank you in advance for your consideration of this request.
Sincerely,
Tom Wanwrighi, P.E. �roAp ' Qwt S
Project Manager /
�, / � Z 003
cc. Howard Brown —Triangle Brick Company
Jacobs Engineering Group Inc.

Prepared for:
Triangle
&I Brick
Corporate Office Location J CEP
6523 NC Hwy. 55
Durham, NC 27713 -, 1 24 2011
TRIANGLE BRICK - MERRY OAKS
MONCURE, NORTH CAROLINA
SKIMMER BASIN AND
TEMPORARY DIVERSION DITCH
CALCULATIONS
MARCH 23, 2011
JACOBS PROJECT NO: EIX10200 +2Q I",gRp� .
$p
J/�COBS �r
Prepared by: �'•�`r1�+`
Iz31
Jacobs Engineering Group Inc. 3!
Raleigh Operations: North American Infrastructure
111 Corning Road, Suite 200
Cary, North Carolina 27511
919-859-5000 Phone [phone] Fax

• e
'•+?!
.�c�4'.', ,y:,',.
,`:, , - :;
, ;
"yc : 1 >
SC4i�:•,m,
i; .
� � � • 4 r

SKIMMER BASIN
CALCULATIONS
Triangle Brick Merry Oaks Mine Renewal Triangle
Q%Brick

JJobeNo. all M20JAC
0rick Merry Oaks Mina Ranewel
Jacobs Engineering Group Revislons
Raleigh Operations-Nonh American Infrastructure No Date r _ Oescripfion
111 Corning Read,Suite 200 r
__ t
Cary, NC 27518 1—
TEMPORARY SKIMMER BASIN DESIGN Basin M1
Basic Information
Location: Triangle Brick Company Merry Oaks M&1
Basin 10: Sediment Basin with Skimmer
Disturbed Area. 2.36 ac
Step 1: Determine 010 Peak Flow Rate from Drainage Area
Use Rational Memed
Disturbed Drainage Al 2.36 ec
Intensity 7.61 Trim <-24hr event
Coefficient C.SO
Flow Rate(010) 8.% cis
Step 2: Determine Required Volume&Surface Area for Basin
Required Volume per disturbed acre(M Manual 6.64) 1800 CF
Required Surfaoo area per Ma 010(EIC Manuel 664) 325 SF
Requirad Volume 4240 cf
Required Suri Area 2918 sf
Suggested Width 38.20 8
Suggested Length 76.40 h
Slop 3:Determine Spillway Width
Eskmad Flow Depth 0.5 a
Required Width 7.63 h
Step 4:Determine Skimmer Size: Faimloth Skimmer
Volume Basin 4,996 cf
Dewataring Time 3 days
Fill Skimmer Size 1.5 in
Orifice Size 15 in
Sediment Basin with Skimmer Design Summary
010 Flow Rets B96 bh
Volume Required 4248 of
Surface Area Required 2918 at
Volume Provided 49M 0 OK
Surface Area Provided 3130 so CK
Length d0 If
Width 40 tt
Land liffin Ratlo 2.00 :1 OK
Spillway Width Provided a It OK
Skimmer Size 1.5 in
Orifice Diameter IS in
Urinal Time 3 days
Risen To of Bank Elevation 22i.00
Bottoms Sin -on 22 Elw k
Riser Elevation
Emergency Spillway Elevmlon 225.00
Emergency Spillway Width 6 ft
0.Max [ ear Water Surface 225.00
Sediment Glamour Elevation 224.00
Skimmer Basta Initial W'.YOB1Ee(e57-Triangle Brick Merry Oaks Rena wN)ESIGN\CALLS\Skimmer ease Yi.xla

��q� Job No. M200
JAC w Job Name ple Brick Marry Oaks Mine Renewal
all 3/1712011
Jacobs Engineering Group Revisions ,_
Raleigh Operations-North American lnsr treuoturp No Oate_ _ Description
j 111 Corning Road,Suite 200
\ Cary,NO 27516 __ J
TEMPORARY SKIMMER BASIN DESIGN (Basin 72)
Miami
Basic Information
Location: Triangle Brick Company-Merry Oaks MG-2
Basin ID: Sediment Basin with Skimmer
Disturbed Area: 537 ac
Step 1: Determine 010 Peak Flow Rate from Drainage Area
Use Rational Method
Disturbed Drainage Area 5.37 ac
Intensity 7,61 inlhr <-24hr event
Coefficient (i
Flow Rate(O10) 20,43 cis
Step 2: Determine Requital Volume A Surface Area for Basin
Required Volume per dlslurbe l acre(EIO Manual 664) loon CF
Required Sual area per cfs 010 (E/C Manual 6.64) 325 SF
Required Volume 9666 ct
Required Surface Area 6641 at
Suggested Witlth 57.62 ft
Suggested Length 115.24 it
Slop 3:Determine Spillway Width
Eatirm d Flow Depth 0,5 ft
Required Width 1736 it
Step 4:Determine Skimmer Size: Falicleth Skimmer
Volume Basin 14,790 of
Governing Time 3 days
Faircloth Skimmer Size 2.5 in
Orifice Size 22 in
Sediment Basin with Skimmer Desi n Summary
O10 Fllhy Rate 20.43 Ida
Volume Required . SM6 d
Surface Area Required 6641 at
Volume Provided 14790 or OK
Surface Area Provided 13440 at OK
Lorrain 174 ft
Width 84 ft
Lengthiest Ratio 207 '.1 OK
Spillway Width Provided 18 ft OK
Skimmer Size 2.5 in
Critics Diameter 2.2 in
Dowaterlang Time 3 days
Top of Bank Elevation 220
Bottom Elevation 216
Riser Bile ft
Riser Elevation
Emergency Spillway Elevation 218.6
Emergency Spillway WMh 19 ft
Max I 0-year Water Surface 218.00
Sediment Clearwul Elevation 217,00
Skimmer Basin Initial W\JOBIJ=8XB57 Triangle Brick Merry Oeks Rene aWESIGN\CALCS\Skimmer13esin N2xis

job No.
200
M Job Name *3WgI0o Brick Merry Oaks Mine Renewal
11
Jacobs Engineering Group Rmusla_ns_ _
Raleigh Operations-North American InlrasVuclur. .. p Ion No Data Daanri t
/ ttl Corning Road,Suite 200 ---- � � ��-� — — ���� ....I
l Cal NG 29518 ~
TEMPORARY SKIMMER BASIN DESIGN (Basin #3)
Basic Informallen
Location: Triangle Brick Company-Merry Oaks M63
Basin ID: Sediment Basin with Skimmer
Disurbed Area', Bugg Be
Slap 1:Determine 010 Peak Flow Rate from Drainage Area
Use Roklonel Methed
Disturbed Drainage Area 999 Be
Intensity 7.61 rifts <-24hr event
Confident 650
Flow Rate (010) 38.01 cls
Step 2:Determine Required Volume&Surtace Area for Basin
Required Volume per disturbed acre(FJC Manual 6.64) 1800 CF
Required Surface area per cis 010(EA]Manuel 664) 325 SF
Required Volume 17982 d
Required Surface Area 12354 sit
Suggested Width 7359 ft
Suggested Length 157.19 It
Step 3:Determine Spillway Width
Ellett Flow Depth 0 S ft
Required Width 32.29 fl
Step 4:Determine Skimmer Size: Faircloth Skimmer
Volume Basin 23.294 cl
Dewatering Time 3 days
Fafrclmh Skimmer Size 3 In
Orifice Size 2.7 in
Sediment Basin with Skimmer Design Summary
010 Flaw Rate 39.01 Icis
Volume Required IM82 Ict
Surface Arm parcelled inS,; lid
Volume Provided 23284 let JOK
Surtace Area ProvidedKOKsf OK
Lan mftWidNkLan th idth Ratio :1 OKS illwa Width ProvidedIt OKSkimmer SizeinOrifice DiameterinOewaterin Time - daTo of Bank ElevationBottom ElevationRiser SizeftRiser ElevationEmer en S illwa ElevaEmer en S illwa WicllftMax 10. r Water Sui
Sediment Clearcut Elevation 211.W
Skimmer Basin Initial W U061E9%B5]-Triangle Brick Merry Oaks Rmewal1DE51GN1CALCS15kimri Basin N3.xb

DIVERSION DITCH
CALCULATIONS
Triangle Brick Merry Oaks Mine Renewal Triangle
V91 Brick

ONE OF. OXEGOOD
ARAI ENSNANG l ONSWEI
W -�_
CNe Nc nse
CHANNEL FLOW DATA
AREA W Pd "Is". us., e.n.ssss
wIrvupCvnurm
NOW ON Idl
DESIGN CRIIERM 0
CHANNEL LINING'. MAIMANyftima uf IF •'as. aa+ 1.01,17
WA,wrp 'I
"Pa. 0 D711NN nwnv
0• 019 AGE a.u.CX 14, ="I AM HIL.ORION op„q .= nAWA' 'HAW
v Amowpl 1tiMM1s
xH WIN I'll FAA,
CHANNEL DIFFERENCES AM am "IF
NupwRnp
FLOWDEPTH N IXI CI.yyyw WIDTH ] IXI MImn lWln spoor NA
iMCTNE FORCE nefu,..nmurz[uh x Ap.u,u
Gs TMEM,Funut(muro
WATER GA IN)
0-DEPTH OF FLOW IN OF SM CHANNEL(a))
o
MWA
GAIN 046
S,F
mx1. '.a&.Ixee..I :m
NO
OF
z ACTUAL
W IwTL,•• ",•n."To. ra iwa.p, n.,..
ARENA A
Wp No OF
ACTUAL. o3 IM1MUI, L• THANx z Am Fla. LINING NEED
CHANNEL DESIGN SEU106
LINING .wwvm Ns „S VON 107 .MF
NGFxsGTH) OF
FAR A
ON
XPTHJ
IBGTTGM ^WOTHI

IDS M. SILICON)
NO GOT Diummi
DI„NEE,S'S -- -
DHAMNEL FLOW DATA
O
, HIS) "111, .111, 1 .11,11,
WMI :1
FLOW E .m amp
DOREN MINING
0
a
CHANNEL LINING uu u m.9 , 21, 1. as
O1S Im DI .w..uoM^Wr•u
nnme am am
e
Zx[ lo. mm M1w rafn µdh aen ceu IS rn eeae. une npe. c cepec„y ec...... a..,v
i nl.drrlwl
MM1 vI
CHANNEL DIMENSIONS am D
py x p am 0
FGAVOI ON OF VI am 0
rx. a SOman wean maLSI am 0
PACIIVE FORCE .aW mm muunx.III wmv
u VInT
Rn IS a M9
wAM
E OFCHMLR.MU
n IWN
SWISSco ow e•,y hw mid
WITS, AS
1 Is GO
in 6 GO
ACTUAL
evIMIIT nio..Inc.u.,.r.0 men. nur.
LININGAREA
AS on III
CHANNEL DESIGN SITICTICON
. VDFW wxe V� I" eqx DID:
am I
aw
IL[rml
INOiiOM Wonl
l

Wb
.SAC® 0 D"Rck Mon Own.nn�.,l
M.
x.,.NA,. IN, One ..iDOG—
111
n HE 21E„
CHANI LOW D.T. a
AREA -- on HAT) mu.., saso o.n,.ns
MONTHLY '2'.e IWM17,A,....Sign
DESIGN CRITERA
FLOW 2 n HALL
CHANNEL LINING. su.0 • is, azs 0 m.m
EF�.�
WALL NuRms
SLLR• 0 W IMJnx w
O• 3 n IYxYaal SIR HASH Asa oe 4.on neu, W, Roallw m CATCH nwelq rt nlnlw nave
Inglor
CHANNEL DIMENSIONS
FLDWDEPIx� O31 INI.x , 2 Hano+n W,m Sol How U921
TRACTIVE FORCE .m.I nn'.11 17 44111
I Hy 0E ER Nt TµO
WNE4111
6 -w n OFwnxxE4unl s ARMS
on,mil. OW
C.110 MAN PAT, 1,55
z
'grip
TO
6N,M,U m mun nvc. ywamx M.nn n.
AREA-
WAS
HIS
ACTUAL.
0 To A6] IN..gT >nwrvZR OxiNc RO0
CHANNEL DESIGN SECIII
LINING. wA1nLmi@ne Rnn 0E5 MAN DalMIA
(.cowl Tp Olt
DENTIN
y� t
N OIION WIDTH
f

• :: �aNa
JACOBS�
. OR Da:
CHANNEL LOANS
NEL FLCFAV DATA
now
FLOW I ]n INQ
USARDIN Call
CHANNEL LINING: 111.11 n>"1 "1 tee.eun
SeEowo- mml
HALF, ull, .11, 111 1., Gail 1..It o.l .1 nMlIas .].p.
z 1l.amxl LAN,]T
MoMa...M
CHANNEL DIMENSIONS h1Nl owl AM QQ1P
]e I]I I upon jam am
III- z Inlz� EACH aR am now out
TRACTIVE FORCE ngv]fw 1111A I ECI]IFI]'Fa PM
PS owl How,("Am
y I"I OF WATER x HAl
M1 SLOPE L MM1 OF
]] I�L a
'Moll Mall WHIM SUMNS.T.
steal 060
aw rv, o.s
A.,"FAA A AN 6,,
2 ACTUAL 21 SHOT
. L.n Huon.ar.u.t n IFT.n..a ua.IRS,I ] �
at ow FIT
AL• all
exi lvwd E> 9wry ZP MIND REOD
UNING jw Na CIA
Finn . uwn
Ilovwlxnp
am
ovl
Col wmml ^

JACO ' ® 'I.AAIM.xMMMM_R.m.l -
Jwo,E.Mxreo GAP RRFORN,
a rgto hA .nnnmmn.�n L No GaAs AI
Gas NC naw •- - ._._..._ _
CHANNEL FLOW DATA
O
AREA - >,e Nal „no u,n. 1.,n„u,
1 justN,N.... was
FLOPV 1145 I,IQ
O
`CHANNEL LINING'. wr.n n[.a ou.s e.00,m
aGo Warlaw.'m Plata wassel,
STORE' M3 vtw� WAR
ZREOUIDl Ix �olaw..l Mwno• LAN o.Lon n.0 .,... 1,all. ....n. .L a.... .,.P.
0015 ODE owl
CHANNEL DIMENSIONS N"
am on, Owl
EPANons .,... ,... .y..a4..1..t... .....L.r .. 1.1.,. .mP=
WIDTHam
. w Inlssnn slim abs,sa.mang FOR MIGH two sMWIGN, am OFF owl
TRACTIVE FORCE e4Mnm MAIII f.Ral+,lame
M.I.MN
Y WEIGHT OF ER EII
DEPTH OF FLINT IN CHANNEL[M
of CHANNAL Raw
s I'"nI
ImPA
L.s,CI •l i.mn sa.. Lung
067
RI R ill I'll DIS
00
ON
Z ACTUAL
AREA 174 HP'lll
WE m IN
PL. 314 i9 GRAINS, OF THAN ZNI 30
LINING RED
CHANNEL DENIGN SECTION
LINING AIR"I a's ANNE s am Amt
Im mp OR
816
(DEPTH) r- �
IWROM WIO,p n
1

�,�c® s -
9e��
ehD N.BIG,rW T ar
CHANNEL W DATA
ADDED 1 AD Ikl caz,..e Dark, ,..,,,",
" limvl 10 NEW rl,rm
FLOW 5,6 101
DIESKEN CRITERIA 0
CHANNEL LINING: m u v axe "..a"
RS lamp I), buHvmwe
Si W Mq
p 0450 Aixrn a.n ILe IN hakdr m m Cheek r i ee me.m.n .else
AD x '.1 lYdv ] WAr
r ak
CHANNEL DIMENSIONS
Amonvin'ry GM owl min rr ... nveeeaw 1.ehWk e.w=ary •a m LL i Dmse
Fomi ON IN AGAI
DNA IN] DOES
am
Valli 3 IN our FAST, [Auer uine r 0 BE ISO 10,
TRECTIVE FORCE Abo rl OWM06OJNxI�APAIa.1
(621 Ar
ELOI
DI CHANNELGH)
RW MI
s
AS.NI 045
Sri 085
�Im com tin
Or.Ohli
A a RI F
15 Sao
Z ACTUAL
•.9 WAN
crkl wk ..r•il a Aar.
AREA.
ee IN
L ve Iry WI MUST WE ,rwx z DOWN DNINDNeao
CHANNEL DERAGN SECTION
LININC AIN.I D45 FIND 021 wn
TOPWIXIS Or
WEIGINNI
Our

®�S M
An-V
Url,
X .
RAI
D.H D ,a,1E -
CHANNEL FLOW DATA 0
I'll Are. Let
J FRE1 I630 .,..o
�l cMmH to t,Fair,
FLOW n 1.m Ai
DESIGN ON I NEW
O
CHANNEL LINING "111 an v.s D ot's
1E IWmip'II
OWL INXI nw.mw c
D• 023 "at Walsh A v AIR .v... . Mtr•ew 1.mme..w=LM•, •,ns.,.. .aow
ALL A 3HNE.WmI Nw
CHANNEL DIMENSIONS Warner
rvH am No QM9
lAnN,.NnN ONE owl Rule T at a. ... me.,u 1.El... ..,—...... ......... aap.
FLOW BIRTH
am DAN am
WIDTH aml Oman wan N�nvwXw ONE DNA Nor
TRACTIVE FORCE U,Ad RA 9IH1-I1 A,i TAN
T RE FEE TRAIWA e.FAND
sM
iDEPTHERPLOWIRICHANI(X1
KNANEynnl
m MILAN E
Pannewsoriv Unit 1311.1,T.
FIMNI".RI
a.m
-.We.li.ao.)
067
uiwro
21 AN)
z ACTUAL
AREA A ON Iw+G... ..,.,..H... ,..�,.
N
2 111
14 E•iHTHAN J. u 31 HNIxGUEOD
LINING ww.n Fero wi ms we," DUN ph
ITOWYIDmI WE
BIR
TH)
BOTTOM WIDTH) X

I

Wehner, Judy
From: Wainwright, Thomas J. [e-mail]
Sent: Monday, March 14, 2011 3.22 PM
To: Wehner, Judy
Cc: Ricky Merritt; Howard Brown
Subject: RE: Triangle Brick -Active Mine Renewal for Merry Oaks
Judy,
Due to unforeseen circumstances, the Merry Oaks I renewal will be submitted next week.
Please let me know if this causes a problem.
Thanks,
Tom
NOTE NEW ADDRESS:
Tam Wainwright, PE I Project Manager
JACOBS North American Infrastructure
Office: 111 Corning Road, Suite 200. Cary, NC 27518
Contact: Office:919.859.57671 Ce11:919.427.9003 I thomasmainwril scabs.com I www.iacobs.com
From: Wainwright, Thomas 1.
Sent: Thursday, February 24, 2011 9:42 AM
To: Wehner, Judy
Cc: Holley, John; Ricky Merritt
Subject: RE: Triangle Brick - Active Mine Renewal for Merry Oaks
Judy,
Thanks for researching this for me. We will submit Merry Oaks I Mine Plan Renewal on Monday, March 14, 2011. ( rather
than 2/28/11)
We appreciate your understanding in this matter.
Tom
NOTE NEW ADDRESS:
Tom Wainwright, PE I Project Manager
JACOBS North American Infrastructure
Office: 111 Corning Road, Suite 200. Cary, NC 27518
Contact Office:919,859.5767 1 Cel1:919 427.9003 1 thomas wainwrioht(ciiacobs.com I www.iacobs.com
From: Wehner, Judy fmailto:[e-mail]
Sent: Friday, February 18, 2011 1:20 PM
To: Wainwright, Thomas J.
1

Cc: Wehner, Judy; Holley, Joh0
Subject: RE: Triangle Brick - Active Mine Renewal for Merry Oaks
Jim Simons said it was okay. Just get it in ASAP,
From: Wainwright, Thomas J. [mailto:[e-mail]
Sent: Friday, February 18, 2011 10:53 AM
To: Wehner, Judy
Subject: Triangle Brick - Active Mine Renewal for Merry Oaks
Judy,
Due to our workload and for the sake of the project, the renewal for Merry Oaks I ( active mine) may be delayed, possibly
by two weeks. I know you stated that Land Resources "may" accept applications beyond the permit expiration date. Is it a
possibility to extend Merry Oaks I renewal beyond the 2/28111 deadline.
Please check on this for me.
Thanks,
Tom
NOTE NEW ADDRESS:
Tom Wainwright, PE I Project Manager
JACOBS North Arnerican Infrastructure
Office: 111 Corning Road', Suite 200, Crary, NC 27518
Contact: Office:919.859.5767 1 Ce11:919.4127.9003 I [e-mail] [ www.jacobs.com
NOUC'E -Thk cornniunicm on may contain conficiE:ntial and privileged !nfornwhon that is for Me sold une of We Haled ru€hmt:, Flay
vlewii ig, copying or distribution of, cr relAnce on this message by unintended recipients is strictly prohibitcd. If you have received this
rne.ssage in error, please notify us irnrnted0tely by replying w the messargc: and deleting it frorn your computer,
NOTTE - This cownunication may contain confidential and orivileeed information that is for We We use of the intended rr:cipwnt. Any
vii wing, copying or d5tri1xitim Q or r[:li ir'ice on this mossage;by unintended r'eci MMS a Strictly prohibl d. If you love received this
rnewyea m emr, please notify us imm dotely by repro nrg to they meanyo and delaNg it tam ymr contpute=r,
2

Wehner, Judy
From: Wainwright, Thomas J. [Thomas [e-mail]]
Sent: Thursday, February 24, 2011 9:42 AM
To: Wenner, Judy
Cc: Holley, John; Ricky Merritt
Subject: RE: Triangle Brick-Active Mine Renewal for Merry Oaks
Judy,
Thanks for researching this for me. We will submit Merry Oaks I Mine Plan Renewal on Monday, March 14, 2011. ( rather
than 2128tl1)
We appreciate your understanding in this matter.
Tom
NOTE NEW ADDRESS:
Tom Wainwright, PE I Project Manager
JACOBS North American Infrastructure
Office. 111 Corning Road, Suite 200, Cary. NC 27618
Contact Office:919.859.57671 Cell 919.427.9303 I lhomas.wainwrichtO acobs.com J www.iacobs.com
From: Werner, Judy [mailto•judy.wehner(d)ncdenr gov1
Sent: Friday, February 18, 2011 1:20 PM _
To: Wainwright, Thomas].
Cc: Wenner, Judy; Holley, John
Subject: RE: Triangle Brick - Active Mine Renewal for Merry Oaks
Jim Simons said it was okay. Just get it in ASAP.
From: Wainwright, Thomas J. rmailto:Thomas.Wainwright(Riacobs.coml
Sent: Friday, February 18, 2011 10:53 AM
To: Wenner, Judy
Subject: Triangle Brick - Active Mine Renewal for Merry Oaks
Judy,
Due to our workload and for the sake of the project, the renewal for Merry Oaks I ( active mine) may be delayed, possibly
by two weeks. I know you stated that Land Resources "may" accept applications beyond the permit expiration date. Is it a
possibility, to extend Merry Oaks I renewal beyond the 2/28il1 deadline.
Please check on this for me.
Thanks,
Tom
NOTE NEW ADDRESS
Tom Wainwright, PE I Project Manager
JACOBS North American Infrastructure
1

Office: 111 Corning Read, SA00, Cary, NC 27518 e
Contact: Office:919.859.57671 Cell:919.427.9003 I thomas.wainwright(Biacobs.com I www.iacobs.com
NOTICE -This communication may contain confidential and privileged Information that is for the sole mte of the intended as pient. Any
viewing, copying or citt rlbuteri of,or reliance.on this message by unintended recipients is strictly prohibited. It you have:reorlwal this
message In errmt pli notify us innnedlateiy by replying to the message add deleting It from your computer.
NOTICE-Thls comnwnication may mntaln mnfldantlai and privltognd Information that is for the sole Lisa of the intended recipient. Any
viowing, copying at IitIr HIT t )I r I, C, m la r n IT a s i it ,atonded recipient.6 strictly print Tried. If you have received this
message in error, plea sr nnury L,r m,,.media N V ny renlnno to No message and deleting it from your computer.
2

Wehner, Judy • I,�IO
From: Wishner, Judy
Sent. Friday, February 18, 2011 1:20 PM
To: Wainwright, Thomas J.
Cc: Werner, Judy; Holley, Jahn
Subject: RE: Triangle Brick--Active Mine Renewal for Merry Oaks
Jim Simons said it was okay. lust get it in ASAP.
From: Wainwright, Thomas 3. rmailto Thomas WainwrichtPiacobs coml
Sent: Friday, February 18, 2011 10:53 AM
To: Wehner, Judy
Subject: Triangle Brick - Active Mine Renewal for Merry Oaks
Judy,
Due to our workload and for the sake of the project, the renewal for Merry Oaks I ( active mine) may be delayed, possibly
by two weeks. I know you stated that Land Resources "may" accept applications beyond the permit expiration date. Is it a
possibility to extend Merry Oaks I renewal beyond the 2128il1 deadline.
Please check on this for me.
Thanks,
Tom
NOTE NEW ADDRESS:
Tom Wainwright,. PE I Project Manager
JACOBS North Anrcuc n infrastructure
Office 111 Corning Road, Suite 200, Cary, NC 27518
Contact: Office:919.859.57E7 1 Cell 919.427,9003 1 thomas wainwriahtayiscobs.com I www.isects com
NOT Crr The camm,miwr,'on may contain conFde itiai and p v,ing2d 'mfotmabon thatls for ch_uon use of tho II I odp nt. Any
viuwing, copying or distribution oY, of inllai-I on ttds m2Ssa9e by uninte„nAed red I ie st Irtly prohibited. If you i receivud this
message In error, please nouty u,immediately by repli to the me_saaam and deleting it from y0pl'computer.
1