NCG020720_COMPLETE FILE - HISTORICAL_20090403

STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO.
NU a L) 1 a VV
DOC TYPE
COMPLETE FILE -HISTORICAL
DATE OF
RESCISSION
❑ J 0 <�)'7 Vy d �
YYYYMMDD

NCDE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
BeverlyEaves Perdue Coleen H. Sullins �' k _ >,._, t,,� ,x
, �t,1;., _.;
Governor Director
IZ.S. Lawter
S.T. Wooten Corp -
(PO Box 2408
Wilson, NC 27894-2408
April 3, 2009 APR - 9.2009
Subject: Requested rescission -of stornnvater permit covcra;c under
❑ Rescission request denied. Reason:
I\JC&ozo-7z.o
scission request approved, efrective immediately. Permit coverage rescinded on the following basis:
Dee Freeman
Secretary
❑
You reported that you have ceased all regulated activity and sold the.facility.
❑
You reported that although you retain ownership or control of the facility, you have ceased all regulated
activity, AND there are no materials remaining on site that rilay present a risk of stormwater )ollution.
❑
You reported that continued permit coverage is not required because the site activities are not regulated by
the NPDES stornnvater pennitling program.
Note other basis: r+
5 rMIdInII-e- Ji
Q"DWQ Regional Office concurrence
❑ Request processed without RO comment
Operating a treatment facility, discharging wastewater, or discharging specific types of storinwater to waters of the State
without a valid NPDES permit will subject the responsible party to a civil penalty of up to $25,000 per day. l'nforcement
action Nvill be certain for persons that have voluntarily relinquished permit coverage when, in fact, continuing permit
coverage was necessary. If, in retrospect, you feel the site still requires permit coverage, you should notify this office
immediately. Furthermore, if in the future you wish to again discharge to the State's surface'wate'rs, you must first apply
for and receive new coverage under an NI'DES permit.
If you have questions about this matter, please contact Sarah Young at [phone]. .
Sincerely,
�%
for Coleen H. Sullins
cc: CLS tt i �" .Regional Office
DWQ StoripwAier Permitting Unit
DWQ Central Files - w/attachments
Fran McPherson, DWQ budget Office, rescissions only
Wetlands and Stormwa(er Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 K 5atishury'St, Ralei h, North Carolina 27604
Phone: 919-907-M3 FAX: [phone] Custorner Service:1-877-623.6748
Internet: www,ncwaterqualiry.org
Aa Equal opportunity) Affamapve Action Employer
Nne
OrthCafoiilia
- Naturally/

QF VArFq rseverty taves reroue, vovernor
�Q G Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Y
Coleen H. Sullins, Director
a
Division of water Quality
January 29, 2009
Memorandum To: Bradley Bennett, Stormwater Permitting Unit
Attention: Sarah Youn , Wetlands and Stormwater Branch
Through: Al Hodge �,;-,�;
Regional upervlsor 'Ui�ashington Region - Surface Water Protection Section
From: Thom Edgerton +ru
Environmental Engineer
[phone]
Subject: Stormwater Permit Rescission Request
S. T. Wooten Corporation - NCG020720
S. T. Wooten -Morris -Mills Pitt
950 Weyerhaeuser Rd.
Vanceboro, NC 28586
Contact Person: Butch Lawter
On 1/27/09 a site inspection was performed to determine if the general stormwater permit number
NCG020720 could be rescinded as requested by the owner on 10/17/08. The request was received in
the regional office on 11/5108.
The mine site has been seeded and is stable.
I recommend that the permit be rescinded.
cc: ,^aRO File
North Carolina Division of Water Quality Internet: One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
An Equal Opportunity/Affornative Action Employer— 50% Recyded110% Post Consumer Paper

Craven to,
NC66Z o"721
William F. Bulow
Environmental. Assistance
PO Box 309
Aydcn, North Carolina 28513
Phone [phone]
August 9, 2008
Mr. AI Hodge
Division of Water Quality Supervisor
.945 Washington Square Mall
Washington, NC 27889
Subject: Robert Jones Sand Mine Dewatering Plan
Dear Al,
RECRYED
AUG 12 2008
®WO -WARD
Enclosed is a plan for dewatering at the Jones Mine at Willis Neck, Craven Co. Stan Taylor put it together after several
site visits. The General water discharge permit has already been issued and this was requested after issuance. The site
has been visited by several DENR people and no issues were noted with the operation.
Please let me know if you need any additional information. Thanks.
Sincerely,
F. Bulo

4 - i
Mr. Butch Lawter
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27893
Dear Mr. Lawter:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen fl. Sullins, Director
Division of Water Quality
September 14, 2007 RECE W ED
SEP 19 2007
DWQ— ARO
Subject: General Permit No. NCG020000
Morris -Mills I'it
COC NCG020720
Craven County
In accordance with your application for a discharge permit received on August 16, 2007,
we are forwarding herewith the subject certificate of coverage to discharge under the subject
state — NPDES general permit. This permit is issued pursuant,to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the US Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
Please be aware that mine dewatering at your site has the potential to impact adjacent
wetlands. The specific requirements f-or mine dewatering at facilities near wetlands can be found
in Section C, Part 1 of your pen -nit (Part III Page 5 of 9). You must have an approved
Operation and Monitoring Plan before mine dewatering discharges occur at your facility.
Discharging mine dewatering wastewater without Plan approval will be subject to enforcement
action. An Operation and Monitoring Plan for your facility must be submitted to the Washington
Regional Office within 60 days of your receipt of this permit. Contact ,leffery Manning at the
Washington Regional Office at [phone] for more information about the approval
process.
Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater secpa#te for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit.
This general pen -nit allows the discharge of stormwater and certain types of wastewater
from your facility. In your application, you specified that only mine dewatering water would be
discharged from this facility. If separate point -source discharges of stormwater occur (i.e.,
stormwater not combined with mine dewatering water), you will be required to adhere to the
conditions in this permit for stormwater discharges. ne
r hcarolina
AN'almrallil
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699.1617 Phone [phone] Customer Service
Internet: www.ncwaterquality.ora Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

I•
Mr. Butch Lawter
S.T. Wooten—NCG020720
September 14, 2007
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Robert Patterson at
telephone number [phone] ext. 360.
ORIG� �}� L S1 NED BY
BRAD►_BY SENNETf
for Coleen H. Sullins
cc: ,Washington Regional Office — Jeffery Manning
Central Files
Stormwater Permitting Unit Files

Y
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020720
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
S.T. Wooten Corporation
is hereby authorized to discharge stormwater from a facility located at
Morris -Mills Pit
950 Weyerhaeuser Road (NC 43)
Vanceboro
Craven County
to receiving waters designated as Swift Creek, a class SC; Sw, NSW water in the Neuse River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts 1, II, III,1V, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective September 14, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 141h day of September, 2007.
ORIGINAL SIGNED BY
BRADLEY BENNET(
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

j w
LOCATION MAP:
-00 —cs".0 -w I oil,
?
Al'w
Yl
KT., 7-7
lr A 4""
A�
X" gvw
J
7 ge
'�5 :t �4
� BIN, 1.0 4 -
Ti 01.
N.
.11N
r
5u
qu
7r- -
',7
ly
7 �.4_
C.-To 23,
-t
t ,mot , i,
4
�w
2"
IQ6 ITZ.
r
4
At
J. 1. Wooten
Moms -Mills Pi
-q-
z
_1 v�'
k�
it i
,� q
-4r � 4.. �" a '°`�,,� � f` i Cq r > ..�'sai I�{ r ©`�� t: �•� v �•', r "'� S � rp 2�t�y}4C � �'a
Vd
V.- Q61
.4 5.,
V_ -twX"VF'-
'I z Z.
V�.
tr
e
-;
ki✓A � ���1 �G Y +y. 1f. '�' ,k..R �".s'1.`: rL F �11 �.h �'� ' 7 aY � 7r' �7f1 ���p�y. .a;,, �
8V
Ar
Latitude: 3511349" N NCG020720 Facility
Longitude: 77106'18" W
County: Craven S.T. Wooten Location h'
Stream Class: SC, Sw, NSW Corporation
Receiving Stream: Swift Cheek
Sub -basin: 03-04-09 (Neuse-RiverBasin) Not to Scale

s
DEWATER.ING PLAN
MORRISIMILLS PIT
WEYERHAEUSER ROAD
TOWNSHIP#I
CRAVEN COUNTY, NORTH CAROLINA
Prepared for:
S.T. WOOTEN CORPORATION
a
Prepared by:
Bartlett Engineering and Surveying, PC
1906 Nash St. N.
Wilson, NC 27893-1726
Phone: [phone]
Fax: [phone]
UMLETT
r:

0
•
1-1
TABLE OF CONTENTS
SECTION
1.0 Introduction
1.1 Project Description
1.2 Project Location
2.0 Regulatory Requirements
3.0 Site Characteristics
4.0 Proposed Dewatering Plan
LIST OF APPENDICES
Appendix A
Site Plan
Appendix B
Wetland Delineation
Appendix C
Soil Survey and Topo
Appendix D
Soil Boring
Appendix E
Pump Detail
Appendix F
Dewatering System Layout
Appendix G
Dirtbag Sediment Removal System
PAGE
i
1
2
2
3
4

El
DEWATERING PLAN
MORRISIMILLS PIT
WEYERHAEUSER ROAD
TOWNSHIP#1
CRAVEN COUNTY, NORTH CAROLINA
1.0 INTRODUCTION
1.1 Project Description
The "Morris/Mills Pit" is an open pit mine and the mining permit application was
submitted for permitting by the North Carolina Division of Land Quality in accordance
with the requirements of G.S. 74-51 of The Mining Act of 1971 on July 27, 2007.
Subsurface investigations have revealed select fill material meeting NCDOT
Specifications to depths of approximately twenty-two feet. It is anticipated that the mine
will be excavated to that depth, with all of the excavated material being used on the
NCDOT project Highway 43 Connector in Craven, County. In order to efficiently mine
the material and meet the anticipated project schedule, S.T. Wooten Corporation, the
mine operator, intends to dewater the excavation as part of their operation.
0

E
,7
•
1.2 Project Location
The site is located on a portion of Craven County Parcel Numbers 1-029-036 and 1-038-
017, on the south side of Weyerhaeuser Road (S.R. 1482) in Craven County, North
Carolina approximately 1.5 miles south of the intersection of U.S. 17 and Weyerhaeuser
Road (S.R. 1482).
2.0 REGULATORY REQUIREMENTS
As part of the mining permit, it is assumed that "Any wastewater processing or mine
dewatering shall be in accordance with the permitting requirements and rules
promulgated by the N.C. Environmental Management Commission". North Carolina
General Statute ! 43-215.1 permits the discharge of mine dewatering, which is permitted
under General Permit No. NCG020000. As part of this dewatering plan, a Notice of
Intent for a General Permit No. NCG020000 is being filed with the North Carolina
Division of Water Quality.
As part of the General Permit, an Operation and Monitoring Plan will be implemented
due to the potential to drain wetlands adjacent to the mine. The plan will conform to
published monitoring requirements for mine dewatering wastewater as listed below.
2

L�
MONITORING CHARACTERISTICS
DISCHARGE
CHARACTERISTICS
EFFLUENT LIMITATIONS
Monthly Average
Daily Maximum
Settable Solids (ml/1)
0.1 ml/1
0.2 ml/I
Total Suspended Solids (mg/1)
25 mg/I
45 mg/1
pH Range (s.u.)
n/a
6.0-9.0
Turbidity (NTU)
n/a
50 NTU
Total Flow (MG)
n/a
n/a
Additionally, groundwater monitoring strategies to demonstrate the effect of pumping
will be implemented. Wetland impacts are to be avoided or minimized in accordance
with State and Federal Regulations. These impacts include stress to wetland vegetation
caused by the loss of ground water from the mining operation. A portion of this plan will
address the means and methods to avoid those impacts.
3.0 SITE CHARACTERISTICS
The mine site comprises approximately 43+/- acres that are to be permitted for mining
that has historically been forested and recently clear-cut out of a parent tract of
approximately 141+/- acres. There are jurisdictional wetlands located on the site outside
0

n
•
s
of the permitted mining boundary and are shown on the plans and Appendix B. The
USDA National Cooperative Soil Survey indicates predominately Tarboro sand with
0-6% slopes in -situ soils (Appendix C). A subsurface investigation was conducted by
S.T. Wooten Corporation in 2007. The borings extended to depths varying from 14 to 17
feet deep. Fine to coarse grain sands were encountered to depths of 17 feet, with no
significant presence of silt or clay fines: Soils information and analyses are found in
Appendix D.
4.0 PROPOSED DEWATERING PLAN
Dewatering will be accomplished using a rim ditch and pump system. Two twelve inch
rotary pumps will be used to pump the water through a header and into three filter bags
for each pump which ultimately outfalls into Little Swift Creek located in the Neuse
River Basin. (For pump detail information and dewatering system layout, see
Appendices E, F and G.)
In order to affect an initial groundwater drawdown, flows of up to 4,000 gpm may occur
during the first two weeks of operation. Following the initial drawdown, flow rates of
1000-1500 gpm can be expected to maintain the desired groundwater level for
excavation. Discharge will be measured and recorded by an in -line flow meter. Flow
rates will be measured quarterly and the results will be provided to the Division of Water
Quality.
4

•
e
I. i
b r I' .
,t i
t 1
i• f� ;
' A'- ,r - -= 1 :==s _-i*T '�- -'' f �,yR.:'ri:; = = rF; '�% - ";' - .11
- -
- � __l ,�.1�2.�:, ,.;rz,.-. - .. ,-kl. _.:*, 9,1, - . $, .., . ,.; - .. ll '.�: , 1 ­.7-,� n. .� - I . . �
& "q ... , . . , _; i , , ,
5A-'"T„. - '_ ^,'.. :t -t". 7' ,a ',Li"' :-'}_!is • Fr r. rg .., y' t_. J
,L 1' S-'/'' n S''s r'iyy'r�,;. _ I y' ,'� - I'a `f :J .f
_ _ r , .�• - 1+ 1 ''' :;a: ors 7: � 1 '� (.. � ' i
P i - _ \ A,_�;, / ::ii.. , .f 1 Gar..,,_ .:5 { ;."i
e ;4 ,•'l_' : r- .�?I _ $:I: •�•a.-r_r -r,. _','{. • -r ,y�, ,�•.rl,•L,: �s: ,, t • ..
►+}iL-_- • _ r - it ..i r �tl-!••r,.-H s� . (-r+?... ..41t`- - .,,:1'. A :Y '
. L:` /�1��y//p .; t � :4i.�':LA• r- • -r+s: , •`P>; •+c • - ..•., : r .
. . r M . i - . Y- . '.'"F-i f
r -,,''. .
_�� zL= ): ::' � r
1 !..
F ' f. i n,
k.
! e,
j / (.15- � ..al! ^3 __ %'. -mot = ,4 "� k� . is i, r ",/ a .
- -�:: - y',: - F-r' 1_.- 7,.i: ns1': _ - . _;r'--;+�.-•� ¢. •. - - _ - %- - -,'ram.
yy r t
Y] k 1
.r - '. r - s ti 5 • / .. .�+- .f f A. i, 4 z' r , r'=1' ' • ..
pr,
A' Y - a' / ='i'•.'iA.. fir,. •`tT. :r.l'C: 'i f: . • ..
4 :' S y' *: f _i-. 4 / t/�/, '.1� '. L-'3!• _ yr _ :./r r.!(.i•.'• r�'; . • t
IF.
/ f i, r .L." '.Y� r- ri�T'a1i'.r ry -:," ..•":" . - ,1.,"-
i HAU ; a r- S 1. . , i,P.A- '. I ..; h
e �� . •:�j - .r..sI, _ •L; %• e4w -wT.3"_. . '!y' .
tit _1. c :• ` " i
`i,. Fr..,• ,tr e -
�* .�y •f lx '. .e':'' .• s- _ " L rt,�r TF, Ill,
.I IL� 4•y j�4� J 4 L -
1 [
1_ �' }-' -, �y5' '
.'� 'r1' • Y .�i r• t . . .
,xn y e,: :." _ = r - +:,, y- . :ati_•ic y':.• 5' - fti-^"'�_��'..:-y ` '.i - _ 'Si'+Jr.y;i -i ` „ '-. _- __ - 1 ",1,r _ , ,'t.,••:.a .i;.fir:+,- -
- - J �,-. - s,?t
-s . n+-f
"� '• : �
'dt: �.5':_.' N'4�. :hT'.
gy�pp,, _ - - -'a - •''r. -
'1' ':rid- - r..-�'--1• -
�' :� - t
-PROP J `• ",L 'i .
SRnE'..- I:
f A .1 i. r .4 ^1 L' !/.
L'LA+' � 14) 5 - ,T �l :: .:• 4F. '::f a'F
f. -
rX _ il5i4+ 'C C. r
5 1
l- `' _ r: s
�.
�x' r'_ 4r
Y,
• . i
i
i s y exciuvArax f a r
.J
K =L : ..A �•
.K_. .} . .f . rn.. -,
w
�"
\ I
�l
J O ... TT
1•f i +-
! s..
e�
a
r r1f' V
i'
y
r
4.. 1
` }.
l 5 : I'
.* .ii r-+'` Te., - . 1' - *s_ 4•- PROPER-.- -', ,. •mi :;1 v:_••x•'r.: - - -- . . 1 _
/:: r.
'}:_
BWNOARY.' f v-
•- .}:, ---fir �ryy. �,+- '� > -1 x pERAgr•'' • 5- - . d :r- -Ar`c _ ".-'!_�::°1� _ ^F ,
`i' +, a'r9 AS T-j:. ':/. ''rt - e. `BO=• •�/ �~ .0 •r.-��_ ,•._ '� is ,: '• K=Y i5'.i.f`r' f" `� ''`r
�` e :.fir.,' *; S,I. .; �' :l� (SILT-FE?Ick7 >•/ �' : `<f .: ;' ' '�.•r:'. r J-. - , .R-` _ ;•y' \�
4 f
raj Lit_ �i sLL iy 1' I� Fi /#i' S 2 t _ 7
(7� ?''„•�1 t.�y „^I�- 'I.1�_ .A�i .\` - a4 r. r;' F. ''I•,'^ 4', 'rf. L f 4-5.
�' 7A.'Sxa I�. - -"� I'r- ., - i?:-..�r.. ,L��',x':. •,.:�A. gr }-e
t ,� Y . I „/1•• " - i n, !,:
.�! . �! .. i; £ s - r i"' n - - r .'r
`� mow' .SA i �1,�
1. ® .P,.Ali' •�,. - - - - .. . - - - •,
i' : EXCAVATION -fI.y r.
1.
1,' _. -:r. i.
=el: - -., •4 S _ /, _ _ _ .,. ,.. ^:l- -_. i__'.Yl., ..l,',
c` a5.
{. _ . .
ti' _ /
/ - .'J L,PJt & 1413 - ..A:.:^•r • l :I . I,I(,?i•r'.
\- - - AYN 1-Ua--0]i•5'fEil/SifPlS• a.l':�' _ = 1:: - r}•.�.. 1'
® '" /� f r ,
JLrOrera ar esn,[lrs-vlePorru 1JCa ,i� » Pd Xa/ka ` - _ PROPERTY r ,L �+• • �:t
\ I 1 =, \ .'. i►r 1-03E-Gt) - l - - '/ _ t f�NE �• - �' '/�• w-Y: • Y . �•� • i;f
/ ` pp r`_� -1 Ron rs moa. _ - :/`�' - r:- -" _ _
.: - _ - -
® Y r
f. s
: -.-
r
"1•ie t,. , r. - ••Y,..
�' ,: - EIDUNLIARY •may :-; -
' s `i'. T FENCE) •,'_1.
r y ; ;�
I . <. .). -i- �. - PROPERTY . \ .
XL �® - t• ":.;. - .1JNE: - •� -. _r. -.f„y.; - a. ' _ `i, _-_ ,
t.
5 v: -.YT �'„��t3(uvnT1DNs , ,' I /`, , i , , r, '''
_ _ rd'- °Ir hw.' _}� _Boewot-..._ /.� WULAWS ".,: -- _ r�lT' , "'%-- -
4' ;A - :,K a _ 3 "ti`�. , ` _ _ -ram; ,:_ : .:.,..-. - _ -% `- -
f • - i l - - -
i r'i , - , r.:Z i• 'i
:•ram `_'' .
', f ., l,, •••. .
a•` s
Y .
•11•.
5'
Lr i :'••
L=I'.-..
�'; ., Iq.• y} .4-��7 -
-' '. -L. - a i4 _ - -3r - �L��
�. r _ _ i ..�.v� - _
PROPERCY •.x. •ram- 4:•-• - �. - AL r 4-' r^' - -
. .. .,. ., .R! r ll _. I
:.1 . }: :; •~ -
4. fi . .',�.. L� jw- f '.r,, �,.f. .'. �'..�' J"'--, 11'.1 < � SIs-. of w
:,L r y i, .r ( . Jl ,� •n.. .;�5 y ..:r • 1s,`i :;? .
�
,PER
_ . !, �;L. -
,rr•
• 1' '®�:'_:: I
R-'y •.i;'1f',= b«{
,B011ld6Yi/'•
i!L,MD :�i��. r. t.. ,.,':.'..•,-y• Y, 1.
-r .+.r,•'
_ "I ' i:t'- --
•..-: `•�{: ��r.�.':
-
_
-4' ,i•- ! r.:' ,:b;:if ,*9 v �� .11 wl.
- .,: -' - ''•r,� -
•.1,7,� r;:.
. - -
- r.l '
`,
-_(saLT.:ENCE) '!
-
•:;
_
tr'j..
- - -
j"
-
•'s
11
-
_
„
_
GR"HIC SCALE
NDLY$:
m
TM SHEET 04TERVED TO SHOW PROPOSED PR LOCATION ON
PORTIONS OF THE PROPUM ARE LOCAFED IN A FLOOD HAZARD AFMA, SEE Feed
PRUPERIY AND ADAMCNC PROPEIUY OWI•JfFLS.. REFER TO
MAP 3T2C5.56.40(L 9ATE0 JULY L 2005. R APPPORTION 'EAM NO OF THE
OD ARII N\L SHEETS FOR OETAILF'D WFORUATION1 WETLAND
EXCAVATION AREA S LOCATED IN A FLOOD tAZ,ARD AREA ALL AFffAS, UPM
( ni P=T )
NFORMATION WAS PROVIDED W RUNNEL MB-PEP, a KAM. LIP.
RE CLAMAWN. SKALL NDI BE AT AN ELEvATK)H GREALER THAN ORKmAAL GROUND.
L -h . ZW fL
e
I?1?
�: SFrE
4fy
VICINITY MAP
NTS
CATEGORY
UNDISTURBED WFr ER
4,48 ACRES
MINE EXCAVATION
38.38 ACRES
PROCESSING ARWHALIL ROAO
0,25 ACRES
TOTAL PERMIll it AREA
43-31 ACRES
ADJOINING PROPERTY OWNERS
PROPERTY--¢Ej�
, 0q 1, Arclibdd X; =fl d: JyW, Nudes (pack
PIN /
1-03e-112
QR-PG
2 Unda IN- L.9-
pq,
3 Myra U. h Jaaioo Ldrg
I-036•-0e6
14a2-0287
W.
4 Qmh�Mwu. W. Olcon
I-a3e-0ei
1162-0277
3 YA NYLh FA„rC
1-678-071
1144-9205
7 5. f:di F. Irera,afy
t�-110
191W-OOM
Loniliaphar
% m 411
2S0.4_0B36
a Ldnnia w m
T _S20
9 Janwa A Estate
1-038-52004
1569-oe30
10 0m FL a f+amab at Pahke
1-03L-3-002
1718-4)W4
1, Yard. Sttk h D.Ad W.-
I-03B-3-DG4
205-0714
12 J""lh BISv4 wrfiM
1-0Sa-3_O0e
1737-0233
13 w2r rL k S+Launa S Clod-rAk
I-03e-3-010
1609-CMS
14 F_krn D.Mi. A Stormy Yana
1-0]E-!i 013
1001-03"
15 S.'-r19 M. Hprg4•ar
1-036-37012
leis-032e
Le W s .._r Gar,L
30
1002-0495
17 Wayarhdauaar C-p-y
1-030-001
07i5' -Imo
16 O.WW Yichad a Joan C.M. C.„."
1-029-034
2256-0452
19 O-ld Mich4a R Joan Carlo C...11
1-029-035
2256-0452
20 Clddyk Ounn 1p.k
1-029-019
2046-Og51
Uram
- - - Pr"asm fJLCAY4no- V0 D-AP
r IIIIIIIII01 PgOPQ= PM= DX*40YPr (3T FP4DQ
LrE
-a - a2RAr4S
NML now
,"�s`£r
BARTLETT
MINING PERMIT
MORRISIIVIILLS PI•f
DAK,
Jut. 2i107
mat4Ls
rw om �`
TOWNSHIP 1 CRAVEN COUNTY
1- „ 200'
NORTH CAROLINA ZONE: AR
l ,
-L`�,ti-a
ENGINEERING do SURVEYING. PC
1906 PkA$F{ S'IRFLZ NORTH - TEL(252) 399_0704
OVERALL SITE DRAWING
S.T. IAIOOTEN CORPORATION
� �STM,j4�
ylAncl• ar:
ram*
5�•
_ S BI%�.°�
Ya50N, N.C. 27a93-In6 FAX: ("2) 3s9-o804
RE:IS NS:
PIN f 3-429-038 SHEET i fiF 3
�.
',!. �,
EMAIL irfaobdMeta g.,
WEYERHAEUSER ROAD, CRAVEN COUNTY
1-038-017
_%,
', .o•.>,r... ,n,,,mr
,a.,o Ia

•
•
•
1 • ` �, \\ / 1 PukP 12 LOCATION
tiIII��IIIfTJrt/
EXCAVATION (SEE DETAIL SHEET) \, 11
BOUNDARY
` SHEET 3frifh�il1, SHEET 3
�
' MATCH LINE IIII>• �� �� Iwlll! �� amom IIIIiiIiiiiii!1 IIA II>_ i m!Tl
\ / r tT r f�-�,fJ�J/�,/1 SHEET 2
SHEET 2 % PROPOS6 PIT ` 1 11 /i/!7 i PrAWT
BOUNDARY
(SILT
' l �
TEA
,\ �
�.. PROPERTY - PROPERRTY
1,11E '.- ` .•,�~ NINE / i '`5`MBOVNVARY
a(iNa
PERWT
(S1Lr FENCE) e t L ' 3 1 tilt /to
Hill
Tom 1
141F 11
\ I L go
r \ E _, 7� PUMP 11 LOCATION �1 it r I HI I I
FOO DEWATERWG , F !._ 11 •i 111ol",
(SEE DETAIL L ti �' I 1 ,+ 11{1 I I I
SREM �L ` r 1 %1/i )1 1 T
MA" -.0a n MILES ui I r I. 11 r
10
PROPOSED PIT•
EXCAVATION
\ ' PROPfR1Y i ! ♦ t / E BOU
��/j ,'� /: / 111
\ r EXCAVATION ) kmrraRAIO (-• i .'•/� � / / , 1
\ \ LIN IIINDAHr / �' . - -1 it ' ! /
\WELL #4
PERkr
MONn G i \ \ FILTER I
B rr' . - .� -I.I� 1 = •' � " • 7T r i11 f f r �
\ \ ARY t r I c wELL�
(SILT F�,E�PERMITENCE
DARY
(%LT FENCE)
ti . �® �@'/ f'/• PERMT
PROPOSED GATES �!!(�-! ! -/`` J•J ` ! M1`4 , �, .! ./' B NILLWiY. •�. "� `�/ /J �t // ,/
\ ti- - _ �, +8 ` 1 FsicE}
\. CONSSTRVC�TION `rA7 01 YIELL % LG~ ♦ I V ' . / ,� .y's / , . /, ` j / • p120PliTTT"
�t ` -E71fRANCE PNE'
i'
WELL-/
\\�\ \.` ._ �` ._' _ /"'•` � � it •.5 t r �`'.' 3', r •r,/. � -� \4 1�1 j r,�'i�i
All
L t �`� `-'•` �.' 1 1 SILT FENCE AND CHECK( DA17S SNAIL BE USED AS NECESSAW
�� .% _ `. �'. I• '.. ' _ - ALONG HAUL RW FOR SEDIMENTATION & EROSION ODNn?OL
A. wnrN e�mwRr
} � / / / / � �tL\ )T • r ' +, ' 0
11OFEi7TY
NOIESt ! .. - an' nvx. ROAD
1. SILT FENCE TO BE INSTALLED AS NEEDED. INITIAL PET OPENING WILL SERVE AS f !_ (SOL/CRX�)
SEDDIENT TRAP FOR REMAINING EXCAVATION AREA
2. NO ON SITE SW- STOCK PILES AREAS OR PANT AREAS WILL BE REOLIM.
PROPOSED II 60LWMIIJW 3, PR PERIMETER WILL 6E iNNED WMH SIDE SLOPE OF 3:1. HQK ROAD
II1LIf t r PROPOSED P~ BOLPIDART {SAr FIENIM 4. PROPOSED PERIIIr EIC INIMPY IS A LIMMIA 50' FROM ALL WETLANDS. "� r
I"CIPCTT uHE 5- PROPOSED PERMIT BOL NEARY IS A WMWU 25' FROM ALL ADJOINBVD F'rd6PE7i4Y LINES.
GRAPHIC SCALE P4P^OSL7 w Rew a. NO ACRIAL FIELD SUF:VEYING HAS BEEN PEAEbrdwm BY BARTIETT LNG &
-- --- 111114 10IT tXt SURVEYING AT THIS TIME EXISTUC CONTOUR NiORYATION WAS PRO"= BY Si.
PROPOSED CO9mul %WrEN CORPORATKW WETLAND INPW2WTION WAS PRWDED BY RVIJI KL.EPPER,
4: KAHL TIP.
.� 7. PDRTIdtS OF THE pRDPVTrY ARE LOCATED IN A FLOWHAZARD AREA_ SEE FRY _
I [-% . 100 't MAP 372055B4oOJ DATED JULY 2. 2005. rt APPEARS Na PORTION OF THE
EXCAVATION AREA IS LOCATED IN A FLWD HN7NLD AAQA ALL AREAS. UPON
RECLAMATION, :HALL NOT BE AT AN ELEVATION GREATER THAN OR=tAL GROUND. HALL ROAD
-
ru acrti
e�,RTLETr` M�RRIS/MILLS PIT DM1TF.JULY 2007 PDFI-ECom
. 07-134
CL C AM 1OW- rn TOWNSHIP at CRAVEN COUNTY
MINING PERMIT S.T. WOOTEN CORPORATION - 1009-,KTr Fri NORTH CAROLJNA ZONE AR
I ENGINEERING do SURVEYING, PC sc 0 + IM �.►App++
` �14fi D s Igoe NASH STREET NORTH TOE- (252) 399-07•04
^.+T _:' �• ', fTL•II���' WL.SON. N.C. 27893-172e FAX: (252) 399-OEO41-029-036
EMNL: In}RObarltaftng.c n nEVIS1Cti5: PIN I_OW-017 SHLET 2 OF 3
�. ~ „.. •• WEYERHAEUSER ROAD, CRAVEN COUNTY

•
•
a
r
I__ `♦ \ PROPERTY
_ i %/ 'r 1 ♦ J� �C LINE
r /
, I r
r r
i 1 ,
" r .r /i /r` �_��� '•♦ \`-----/ � ! r/lrrr! �J;'J Jr� •� �,`� I II {; I/' --, / /rI /�♦
i r r r \,l t ri +r� r !! r I' LL \ ` %f ' `♦♦` rf / !' �� r
I%• ram. PERWT / I�l j I I r . �J
BOUNDARY x
(SILT FENCE) V , ! ' + ! • ^,l `\ I ~ \ t \ ' 1 ♦ \L
It '♦` \ \\I i T
i r, \ �I■►�� / y i�' Ir - {� I I I I I � T, `�-1 + L
PROPERTY nLLIS/WOODED AREA., CANE %` �-- I I \� y 1 I \� ♦ I / I t 1
`
\ 1 + \'\I,r���"',\�`� •r• t� �—�—_r:�/ref%�
1 .1 `'t r �' \ , ♦ems, (SILT
PERMIT j
BOUNDARY
\ SILT
FENCE}.' ♦• \,> ♦ ♦"\ \ \ \ l 1 1 !
I `\r �'/ ,�`-- �';\♦;�t �\�t Iti
BOUNDARY lriiiJ; rijTr`r'
\ BOUNDARY
i 1 1 PUMP f2 LOCATIONFOR
'GYAYION I \ (SEEDLZwL DEWATERIMEET) V I 1117 `I lSIItlil
IX(ilrrr
BOUNDARY `� it II III��illfllil
ow+F a Maus , t 111 l l} t
��\ l ryo':: I) . Ij�g11�1 I s SHEET 3
MATCH LINE SHEET
HEET 3ll�M
v it i // /;,;r rj SHEET 2
SHEET 2 f \ / FR01 D it m Y Z/h, /f!f
\ Plow
It (SILT
GouNwARY
! , , I111 I I L (SILT
\ i 1 I -- !•! I %'Ili I I I FENCE)
/ �, - - It I
_�� PROPERTY \ �� PHtlFEATY t' �f+'--,g. `.i l• •;ht1 Q7.L\�ti
LINE i I l N\ •t y r11, •n\ \
PERMIT 4 MONITORING
B!!1
ouNDARY y \\ ;' 1 �. �. ,� 1 r14Eiaj+1�r
(SILT FENCE) �•y t �_ r r A, �I ^\ '� 11 it !rr
� l S I � �+ � r� �� /` J ..� I � t t • r � lrrr! {7
1 p y !
NOTM-
1. SILT FENCE TO BE WSTALLM AS NEEDED. RRTTIAL PIT OPEN= WILL SERVE AS
SEDIMENT TRAP FOR FO MWG EXCAVATION AREA.
2. NO ON SOE SM STOCK PILES AREAS OR PLANT AREAS WRL BE REQUIRED.
LE= 3. PIT PERIMETER WR1 BE MINED WITH SIDE SLOPE OF 3:t.
--- FR9POSEO =AVATION BOUNDARY 4. PROPOSED PMW BOUNDARY IS A MINIMUM 50' FROM ALL WLrLANDS.
rft I RRRRR PROPOSED PERUR DOUNU� (AX FDICQ 5. PROPOSED PERMIT BOUNDARY t5 A M;MMUM 25' FROM ALL AWM:NG PROPERTY UN6. SILT FF]ICE AND CHECK GAMS £i1iA11 BE USED AS NECESSARY
GRAPHIC SCALE, t� Row & NSURWYINIG AT THj; i SURVEYINGy� CONTOUROW�TpN WAS PROM BY &T. ALONG IN& ROAD FOR SFDI IENTATION a EROSION CWROL
Oqnm mp,A{ %WAN WRf'ORATION. WETLAND INFORMATION WAS PROVIDED BY RVMMEt_ W.PPM
PROPOD CUN1a1.W 3 KAHL. LLP.
ow — /`37- PORT7614 OF THE FR'OPERTY ARE LDCATED of A FLOW HAZARD AREA SEE FIN
T TT� ] MAP 3720556WW DATED JULY 2. 2D06. IT APPEARS NO PORTION OF THE
I Iush - taa n. EXCAVATION AREA 5 LOCATED R! A FLOOD HAZARD AREA ALL AREAS, UPON
RECGAmATiOn. SNALL 140T BE AT AN ELEVATION GRE-ATER THAN ORIGINAL G.ROUM.
r� `er BARTLETT MORRIS/MILLS PIT °"' � °,.�.
DULY 2007 C'�"I Way siw
0 t F4LD D+ o»a.NP TO
t CRAVEN COUNTY
SEAAL - ENGINEERING do SURVEYING, PC S.T. WOOTEN CORPORATION SCALE-. % JM '
N71f6 r MINING PERMIT 1• _ too, W" �: NORTH CARouIVA ZONE: AR
' 4 Y 4,.p, + q, �.:5 1006 HASH STREET NORTH TELL [phone]
YrItwIl, H.0 z704r1n1- 029-036
�L infoObatLksnq.CCY1tA% (2a2) 399-OB04 REHS+OHS: PIN / 1-om-017 SHEET 3 OF 3
., -' WEYERHAEUSER ROAD, CRAVEN COUNTY

11
r
•
vLa ! [ � a Y n : .¢lm fn[ tm® Ir GAOL p;r.4 .;C• RC'.r;6 ro Rl
wp® apwns w t[va rr < a rrmom w ,a r
wars .JM6 ■ lRI1LS x1� s;°+a vouu ar e[ wm n
urttwtn n[ u+ea �� rf] rre Haw xrmi mots f+w oel
¢ass a rii N Y�or ono fM�
,wa m.tPe aswc taxi I I 9LT FUCE i
abs r0 Trt I°4 i ■
6 a�osQm ■r
J al me p sm
DDUa T _
ti sHEr r Oxe' ..l" a�zw=� ..
.m a.■.a man �� n.•t t
I i—I 11=i I I —I I El I',_-
I�III—III=III-III' ROCK CHECKNO SC FSPAC[NG DETAIL
®n as . n : ar� ■a.. bl� ' I=T�1=, I a
•r �.;aflr�;.� � ' I f�! I!=1 I I-1 f 1=1 I I-- I �-1 I I-1 � I- -I �1I—
I1!=+IlaIIIII-1liI_,i11-1ii 1II1
.mil smaa ram .r vas. oca ..v.. a .nv net .rfa>_ ;.•a .. nTa,.m
TYPICAL PIT X-SECTION
w n .;tea.. o�i; x ors rx. ,am na you o.ra NO SCALE
min •wawa atO'�irta +;i co�;K r �.w� � rw �snw� �
SILT FENCE DETAIL
NO SCALE
-- eam x smK
/ ■x no. taAa
was = - a.•
RTER 5-4
x
FR r1REA _ .�y .rs ' 5�� UNo5NF9FD AaFI� T,� w 4�1' � a;e.o�•tt n0 ttIOS'Ip�+ YT[ M WIP; N.• .;G P0.P�n ,na;
,', • - pi � na o•.. cosh u arst wwsar. f
` RTLR FABRIC A a' or srD Wm w�+f *r,•er oav; eMm �iTram, rann rm+�u s wox[na a•-wv
conTROL Me& Her �wwraMm 1°�O M at•{ .! �W A a.t'.al r_tse
,FtalnrR nta M oaR m Lwr tYt0.w tK Slat
�CalYam M.F eEV ewr, Yr rR,vrt tYai nA FI.YI M blenlr SFarOe AS]t M aVl
7•WfTm uM IM1 �C.1'Q vai.�°� rim SIGs] A hW! 4 •@m m 1WIfr, o■a;s; ;OOMr aw am t¢roa
E.S1nK attrt0 IML
DEWATERING DISCHARGE DETAIL ROCK CHECK DAM DETAIL
NO SCALE x v a-sR ac..+m rrsxna NO SCALE
TYPICAL BERM
- NO SCALE
SmimG ud 31.k1u�:
TTt Lindaofseedandfcnd=.andtI am al Vpli mdwd_fatibm.md
hmero.e. Shall 6c M Pa1pl be1m,. All rile ■te to pvlmda R= sue. 3• MIIErM SCnEDW
Q Pyc 1mBF/OEB W
MKthl - Ahf1Bt 31 Setarabe[ 1- Fehnav' 3 � om�v !il
TS Ibs Ydl Fescue 7+ Ibs Tall Fescue a. OtAL�EA, b /
2�IbsIMnedasra¢s a-w) 37 lb, BawWj w(..hulhd) PdC GSIIVD 1. cv#.Erm SCHEDuu ID
Amm
500 tbs Friliar 500lb. Fla- 3' To -1'
l.Olxl llta limeaax a.000lba Limewxe '�10 -1 l i—I•i I—i I I —III —I I I—! 1112
GROUND
Ili=1II=III=1I;=1II-
N.le im sm.[ n hi.Vm be anb■ttretd f. B-.dW- {___t l 1-.-; i f—III--I f' ' I-1 11-1 11—III 1 i I —I I I
I=1 I I=111=1 I i—I'=1 I I —III— + I 1-1 I I —I 11--1�I°" i 1I I,—
A�.s..d7a![FeaeveCdbsas: To 1 5ziI1�1II-1I _ _ _
Ad.ennee Esra.ksw.e C-d- Red Cad ° ro -°3 1 I— _ _ _i!—I I �—III—I
AtnmbreO B,.aen 1iw.dy Re S-de —I I I_I I I- 111
Aalie Fl.tla.a Il lafem0 Safari BENTDIdrE SEAL —I 1
As.iyo Be9daf !I fsltna Shrlb! -0.5 Tfl w=n+�wi/s
Anlhem CUpd Hill lap.. [I] Shm®d.ah
Amhea a CT ceaPealr xm[ed, 3l se dl-. Chae 3°Fa a n l DEWATERMG ELEVATION VIEW
Aprche LTicfian n,.11 tL S-ft-. NO SCALE
AAp..be 11 Carmade m.a h Y-p.
Arid Cmssf Il m-1-E ne Tu�e,ra�tx rnstts a . mm ;rn >oE r alrma
nn. wwrnrn;rz .aer ■[ nq•pp
A, d II Daae 3d eb:w t Ttxmah■ni 1. SCAVD" CAsw
Arid III Dtaa OF.'p.. Ta RTLR 5a a -2' TO -25' �Q
Axxec B Falm. Pans TniM-, -1' TO -25' ad s x mr a ■b
a .r�q n.aa n � .mm� m tm>rma ants. tneou
Batfew Fa _ QE Pide TnLvte
11 F1m. P.,_ W-. l-L M�a' n .0 m�aot
STaME RrEA FILTER
TO OTNEB 0. x ...e.•m r . atotw rot u .Avon .eaao
Balers F Im. ] QeW N'rmHlc-_ti'a;� RTER a,GS twrrc am stRt+s.ln ocs
UnEXCAVATED
B-.g- FAelne Peet. R bd .1't .Fix'Sf? ` FIurFFIT +•. ••.•d.t .o. sa...� a dA M m ro tarro
B.v. f 1. R"Jr_ k BtBED :O Do1FR '.FR RT.
ande . a umcm.r.
lk.. OxRebel D RTFA BWS ��A1k=GG
■� $ —.—SLT F€N[� ,_ y.fpa•Ce -
0a cut," fill rlapu 2':1 m sleeper .dd 2 W Svieea Lespede lands. I - T]l -2S HCTTOYw•af. n. eau ha n . (:Yaeo- A .+Fax. au r r ®ee s,aa
txn.•e na a Ra• arts n.s ..r rrw•s ;•c.mc swmt ..t.
Oesubc 31. IKAY arot sta.. .not raa .nru..�eel .+r TVCn.S t®m rw
iL4P BF.Wt r�.l¢. K•UK .aI eaa'aowa
tt,D■ls f4m w,9m a nsn® ... r;l■tc ;4.0�ta
Fcndtxa sAvil M IMjI1=fF+.a1±s++ 1 1 I I I 1 i E I I -I 11 ! I —1 I s-- i --- --
`'!�I CONSTRUCTION ENTRANCE
MONITORINGWELLWELL 11E I6 I ICI ! !=1 I I- I I I=1I I —I I #—III III —I I
I I- _ NO SCALE
ftw 11!_I I ICI I i=1 ii 1--I 1 I =III- i i t— I 1 IJ 11-
ToFiRSTFEmTERe-.•__;;- ;;--ItlI_IIfl�,ilI--.'.
on xop SAE or 527E
(imo 'T — om7,. c-q DEWATERING PLAN VIEW
AND Puw TO
AEnt..NNGG F9X RTLAA ILWS NO SCALE
(12wtFT la.a DMAHM
OraT`E'� BARTLETr MORRIS/MILLS PIT � � °� '
JL1LT 2007 ax?ff CDOE.- ST-
cr�DrxE: o71HUBr TOWNSHIP #1 CRAVEN COUNTY
ENGINEERING do SURVEYING, PC MAW
S.T. WOOTEN CORPORA
SCA�AW �: S.~
An SEAL DETAILS NTS SUBvc+' ar: NORTH CAROLlNA ZONE: AR
1906 NASH STEM NORTH TILE [phone]
1-029-0
wxsoN• N.C. 27093-1726 FAX: (252) 799-DBo-F AEvtslows: PIN 1 038-017 SHEET DT-I
F>� Info*bdrtldtt 1jc� WEYERHAEUSER ROAD, CRAVEN COUNTY
•�era�r.•�+xa>.,.�.�.e.>J.;.... ,,..,xn,. t.s.n _ rr;r

•
10
qtTL
� r
s
r `
�I
711
\ \ I
1 i �A / I
i � t
o PROPERLY LINE
0 \ I
PENNRBOUN _E B. WILLS
Do 2393 PG
\ `I
- MUM
4 1 D053 PROPERTY LINE ) \
WVMWEM 4.PIN 1-038-Di7
PR 10' WETLANDS
.. OB 2473 PG
PERVIT
00uNO4Rf
J \ F500• PERIMETER ! /
BARTLETi MINING PERMIT
SEAL �{ ENGINEERING do SURVEYING, PC 1500' PERIMETER
l ' t906 NAS1t STRW NO" MY- [phone]
WILSON• N.C. 2799r1726 FAX: (252) 399—ow4 ADJOINING PROPERTY OWNERS
^Sva EMAIL INoobnr0.tten9.crn"
MORRIS/MILLS PIT
S.T. WOOTEN CORPORATION
WEYERHAEUSER ROAD, CRAVEN COUNTY
ADJOINING PROPERTY OWNERS
PRLIPF�O'Y��
1 Ipock. ArcIamdC Cnna ► SyMtl Hudim bock
ku%
1-0311-112
oa—rs
2 tko. alv Lepxn
1-033-007
927Z-0722
3 14yyd, laleo Y. Laiq. f J44riep Long
1-Ne-0la
1253-0467
0ranom rr. Db.—
I-035-M
l4e2-0277
5 u..m. stole E —%,
1-036-071
I I B4-0646
rr
a GhedkoplS., a CM F. V—ma*
s-4311-tts
1990-02R5
7 L..F" M.Wiv— IN
I-O36-129
235 -DwA
a Lela. 1YW11N¢lo11 n
I-076-121
235�-Oa36
9 Jerw A Dtmn IR E..lel.
T-03a-IO04
%ust-O 30
7t
10 EAI— . A Pamo POW"
I-0.7a-3-0nx
17la-03"
11 kOMM Styr At D.Mu llfom
1- M-3-004
2605-0714
12 Jw oh Blyvl 1tNljd
I-03a-3-ow
1737-033
13 III.— a Stone 5. la4en�
,-03a-3-O70
'we-0296
14 F.e00n 0oo91w a sterey 1Aorlia
t-038-5-Di3
1967-0549
15 Sahvtp u. llao�rr
1� ;�,--. u
I Be}-*=
1 a lY.y.rnenu.r canweln
I �76-1 D9
1062-0405
17 w.ynlwM.� C�7
, 01
9735-1000
16 a hen O hP C".N.
1-029-034
2256--0452
19 Den9C, a 1l.eI a J.ea Cato Cava
1-OY9-035
22$6-0452
20 mo*. D1vn k—k
,-020--019
2048-O651
I—
'RopoSCD 1» G"MAta
Pf )M= POo.1 DM*64rr ISU Fi76L)
PRDpvRY t"
— WnNca
GRAPHIC SCALE
1 bce - S00 1L
DATE: Ppd1ECT: 07-334
Axlf 2007 CIt'R coof: S7k
EJ M,; 97334-1
nE4o soar:
SCALE. oP Et+: 57wau PPr,
I:500 1 S,04" e.:
RE41%Ns:
TOWNSHIP I CRAVEN COUNTY
NORTH CAROLINA 20NE- AR
PIN 1 I-p29-036 SHEET OT-2
1-038-017

E
APPFNDIX R
O
0

Legend .,.. �►� - .�:. - " T,-
Parcels ye`` y , W.
Delineated Wetlands `
Hi ,. t i�, 'l +'��r - �„ .` # CraveNf
Highways .. ,r• - 1 Borrow
.t ..
Y Ff Sites'
Roads +:ti V f'
._ 4 _
. 4 �!!,�- s s 3 ` ..,:- Y Y . ,� ... �' •s 'Wi� -a-,1I W1'
; -wi, --^
mc
Apw
IL
fir"
Ilk
Wetland A:
12.83 Acres ; �`�. �� Morris Pro er
JJJJ////JJ11 ii y . f
420
• , r; * • 1r as # ✓✓✓' «.
*IVA
,
•� hA, Ir f
a. -t I'k
i1
Figure i
4 ,
/ .� Wetland B.� F S.T.Wooten
�.39 Acres Borrow Site
1�V � _ � �. - it � `�' �� •-+•,u� i..
r'J Wetland Delineation
.tY 1 . ;. ' � *.. 3 r ► *r<i�. May 23rd, 2007
q t ' r �[ Wetland C : w
900 Ridgefield [)rj e
f e t a Y
0.1 1 Acres k ,� 5���� 3
(} QI% - ? r Alt
: ^ .jU
r 7609 3W
WT
04' * R,ry 4 S ~:'; i Rummel, Ph- 919 s78-95d0
'} R S .! 1 • +T ti - ' .� •' L i w s ■ tC CI Fei 9 9
t� �Gl)�.'�4_;, :; +'s; i< PP r 7n�31
inch equals 400 feet s - Kahl,—
>��, r1�fJGCrl�71et13. com

APPENDIX C
0

�� r"� ►r !• / i. •• �'.� �� Yi :�_-� 1 ��"ice
_ t
a``P� �• rl "may t,AA
+�� ••
' It.
• iti
6!^*L .DOW ++fir.. .' - �" ',.'M t' 't��
/ '
Jr
fr

MAP LEGEND
Area of Interest (Aop
Area of interest (Abn
Solis
Soil Map units
Special Point Features
Blowout
®
Borrow Pit
X
Clay Spot
•
Closed Depression
X
Gravel Pit
.
Gravelly Spot
M
Landfill
Lava Flow
air,
Marsh
Sr
Mine or Quarry
*0
Miscellaneous Water
fj
Perenniat Water
v
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
Q
Sinkhole
3a
Slide or Slip
19
Sodic Spot
Spoil Area
a
Stony Spot
�)ANatural Resources
Conservation Service
0
Soil Map —Craven County, North Carolina
(Z Very Stony Spot
• Wet Spot
i Other
Special Line Features
Gully
Short Steep Slope
r - Other
POIMcal Features
Municipalities
C ities
0 Urban Area:
Water Features
— Oceans
Transpor
Roads
N
MAP INFORMATION
Original soil survey map sheets were prepared at publication scale.
Viewing Scale and printing scale, however, may vary from the
original. Please rely on the bar scale on each map sheet for proper
map measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http:!lwebsoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 18N
This product is generated from the USDA-NRCS certified data as of
the version dale(s) listed below.
Soil Survey Area: Craven County, North Carolina
Survey Area Data: Version 9, Jan 18. 2007
Date(s) aerial images were photographed- 1993
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shiflino
1nleh Soil Survey 2.0 7f12/2tH}7
National Cooperative Soil Survey Page 2 of 3

Soil Map -Craven County. North rarolina
Map Unit Legend
Map Unit Symbol
AaA
Ag
Cnt3
DO
Ln
Mu
Se
Tab
W
ToEals for Area of Interest (AOI)
•
0
Craven County, N
Map Unh Name
Altavista fine sandy loam, 0 to
percent slopes
Augusta fine sandy loam
COneloe loamy sand, 0 to 5
percent slopes
Dorovan muck
Leon sand
Murv* mucky loamy sand
Seabrook loamy sand
Tarboro sand, 0 to 6 percent
slopes
Water
orth Carolina (NCI149)
2
Acres In AO1
Percent of AOI
5.2
1.0%
28.2
5.2%
02SM4.347.0%
1.7
0.3%
541.3 i 100.0%
� � Natural Resources +� — ----- - --- _ Web Soil Survey 2.(1-- — -- --- l- _ ._ ---__ _--- --
Conservation Service 711212007
National Cooperative ..oil Survey Page 3 of 3

Pag&f 1
pt
Pa —el 1:)i3k7
Railvjad
�if'4h r,f '. �� '1»�.r rjt•.•r S� ,�� r.j�L• f, j•Soil 8,:iunJar,e=
�r •'fir+ r' �.►i_'. _ � '�:��• ,•� }'
77
`7 � •:ram: - 'r .><� � t.,.i` � . �� y. � �'•") �
_
(
ife . �• !� �� r� ar� - � 't -"��'+ _ 7-.Kitt: � ..
Soil Survey
CRAVEN COUNTY NORTH i
CAROLINA
:revers County does riot warrant the information shown on this map and should be used only for tax assessment purposes.
'flap mace on Juty 22, 2007 at 4:48:46 PM
http.//gismaps.cravencounty.comJmaps/map_print.asp?pid=1-029%20%20%20-019&minX=2564683.35687494&minY=54257... 70..7/70n?

TopoZone - USGS Askin (NC) North Carolina Topo Map
Page 1 of ]
16
0 0.1 0.6 0.9 1.2 1.5 km
• 0 0.2 0.4 0.6 0.8 1 mi
UTM 18 309870E 3902076N (NAD27)
USGS Askin (NC) Quadrangle
Projection is UTM Zone 18 NAD83 Datum
M=-9.8
G=-1.206

•
•
E

Sample Status: Meets SPer_s
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
MATERIALS AND TESTS UNIT
1801 BLUE RIDGE RD. RALEIGH, N.C. 27607
07/10/2007
Soils for Quality
Ficams No.:
437352
_.I.P. i;o.:
R-4463B
WOrk order 'To.. 35601.:�.2
Cortract No.:
C20I279
Field ID:
5
P.O./other No.:
County:
Craven
Engineer:
Metcalfe, PE,
Johnny
Date Sampled:
05/14/2007
Received:
05/29/2007
Reported: 06/04?2007
Sampled By:
Jarman, Michael R
Test Catogary: Sou,ce Appro�31/Eva'_
Sampled From:
Borrow Pit
Contractor:
S. T. WOOTEN CORPORATION
Represented Qty.: 1.000 C'_'
Prod-/Suppl.:
Terry Dorris Pit
Facility:
Material:
Borrow Material For Evaluation
0
SOILS LABORATORY
Lab No.: W 106513 Standard Specs: 2002
Project Sample No.: S-5 Owner: TERRY MORRIS
Sampled From; Borrow Pit __ __ Test NO: T87.T88389390
TFQT RFSI II TS
Retained #4 Sieve:
Passing #10 Sieve:
100.00
Passing #40 Sieve:
71.00
Passina #200 Sieve:
W K]i IC Mr) to ap ArTIC7M
SOIL MORTAR -100%
Coarse Sand Ret - #60:
58.60
Fine Sand Ret - #270:
35.40
Silt 0.05 - 0.005 mm:
4.40
Clay < 0.005 mm:
1.60
Passing 940 Sieve:
Passing i v
Liquid Limit:
18.00
Plastici Index:
NP
Moisture Content:
Organic Content::E COMMENT
AASHTO Classification;
A-3 0
Station:
H:
Hole No.:
10
Depth (Ft):
0
17
Comments:
`Sample meets specifications for class III/ Type 2
cc: FILES
Mehdi Haeri
Soils Engineer

Sample Status: Meats Specs
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
MATERIALS AND TESTS UNIT
1801 BLUE RIDGE RD. RALEIGH, N.C. 27607
�r 07/10/2007
Soils for Quality
h—'cams No.:
437367
T.I.P. No.,
R-4463A
1crk Order No.: 35i0:•2.2
Contract No.:
C70I270
Field ID.
6
P.O-/Othar No.s
County:
Craven
Engineer:
Metcalfe, PS,
Johnny
Date Sampled:
05/14/2007
Received:
05/29I2007
Reported: Oi/4412007
Sampled By:
Jarman, Michael R
Teat Category: Source Apr,rov,01'Eval
Sampled From:
Sorrow Pit
Contractor:
S- T. WOOTEN CORPORATION
Represented QCy.: 1.000 CY
Prod./Suppi.:
Terry Morris Pit
FaCility-
Material:
Borrow Material ror
Evaluation
SOILS LABORATORY
Lab No.: W 106514 Standard Specs: 2002
Project Sample No.: S-6 Owner: TERRY MORRIS
_ Sarnplgd From: Borrow Pit _ T_e_st Nn_ _:_T_ 87:T08 789i90
TCCT Mr-Cl II TC
Retained 94 Sieve
Passinu #10 Sieve:
100.00
Passing #40 Sieve:
71.00
Passing i v
1AINII M NO in FR6r1TIf12J
SOIL MORTAR - 100%
Coarse Sand Ret - #60:
59.60
Fine Sand Re( - #270:
33.60
Silt 0.05 - 0.005 mm:
3.60
clay t 0.005 mm:
3.20
Passin #40 Sieve:
Passirm i7200 SieveA
Liquid Limit: 17.00
Plasticity Index: NP
Moisture Content::E COMMENT
Organic Content:
AASHTO Classification.
A-3 0
Station:
H:
Hole No.:
13
Depth Ft:.
0
7
Comments:
'Sam0e meets specifications for class III/ Type 2
cc:
•
Mehdi Haeri
Soils Engineer

Sample Status: meets Specs
NORTH CAROLINA DEVA.RTHENT OV TRANSPORTATION
MATERIALS AND TESTS UNIT
1801 BLUE RIDGE RD. RALEIGH, N.C. 27607
07/10/2007
Sails for Quality
Hicams No.:
437369
T.I.P. No.,
R-4463B
Work ordox, Flo., 35e01.3.2
Contract No.:
C201279
Field ID:
7
P.O./Other No.:
County:
Craven
Engineers
Metcalfe, PE,
Johnay
Date Sampled:
05/14/2007
Received:
05/29/2007
Reported: 06i042007
Sampled By:
Jarman, MiCbael R
Test Category: Source Aynrova1/oval
Sampled From:
Borrow Pit
Contractor:
S. T. WOOTEN CORPORATION
Represented Qty.: 1.000 CI
Prod./Suppl.:
Terry Morris Pit
Facility:
Material:
Borrow Material For
Evaluation
El
SOILS LABORATORY
Lab No.: W 106515 Standard Specs: 2002
Protect Sampie No.: S-7 Owner: TERRY MORRIS
Sampled Fromm Borrott Pit _ Test No: TSTT88 T .T9 90
TCCT RCCI II TC
Retained #4 Sieve:
Passing #10 Sieve:
100.00
—Passiri_q #40 Sieve:
77.00
Passing i v :
14.001
6AW1 IC I.IrI if) GG erTlnnl
SOIL MORTAR - 100%
Coarse Sand Ret - #60:
50.00
Fine Sand Ret - #270:
38.00
Sill 0.05 - 0.005 mrn:
6.40
Clay a 0.005 mm:
5.60
PaSsinq #40 Sieve:
PassiriaSieve-,
Liquid Limit:
1 16.00
Piasticity Index7l
NP
Moisture Content:
--
Organic Content:: COMMENTS
AASHTO Ctassiiscation:
A-2-4 0
Station:
H:
Hole No.:
18
De th (Ft):
0
1
Comments:
"Sample meets secifications for Class II/ Type 2
cc:
C
Mehdi Haeri
Soils Engineer

Sample Status. Nawti Specs
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
MATERIALS AND TESTS UNIT
1801 BLUE RIDGE RD. RALEIGH, N.C. 27607
07/10/2007
Soils for Quality
Hicams 4o.:
437369
T.I.P. No..
R-44o3B
Work Order No.: 3$60 1-2.2
Contract No.:
C201279
Field ID:
8
P.O./Other No.:
County:
Craven
Engineer:
Metcalfe, PE,
Johnny
Date Sampled:
05/14/2007
Received:
05/2912007
Reported: 06/0412667
Sampled By:
Jarman, Michael R
Test Category: Source Acnroval/Evil
Sampled Fromi
Bosxow Pit
Contractor:
S. T. WOOTEN CORPORATION
Represented Qty.: 1,000 CY
?rod./Suppl.:
Terry Morris Pit
Facility:
Material:
Borrow Material For
Evaluation
[E
0
SOILS LABORATORY
Lab No.: W 106516 Standard Specs: 2002
Project Sample No.: S-8 Owner: TERRY MORRIS
_30alpled From: Qorrovi Pit _ _ Test No: J57.T88789 T90
TC CT OC Cr it TC
Retained #4 Sieve;
Passing #10 Sieve:
100.00
Passing #40 Sieve:
79.00
Passing iv:
13.00
KAJ?dZ IC Alf) 10 FRAf TIr)NI
SOIL MORTAR - 100%
Coarse Sand Ret - #60:
53.20
Fine Sand Ret - #270:
36.60
Silt 0.05 - 0.005 mm:
5.00
Clay < 0,005 mm:
5.20
Passing #40 Sieve:
Ras5incl #200 SieveA
Liquid Limit:
18.00
Plasticity Index:
NP
Moisture Content:
Organic Content:: COMMENTS
AASHTO Classification:
A-2-4 0
Station:
H:
Hole hlo.:
21
Depth (Ft):
0
to
4
comments:
"Sample meets specifications for Class II 1 Type 2
cc: FiLES
Mehdi Haeri
Soils Engineer

E
0

Specification Data 12, R --- EBS--- % 5 01MEN ONS. WCHES
(Spec0160) (uu. week)
I
55 7/8
(1419)
1d0
(2540)
PUMP SPECIFICATIONS:
MODEL -- 7400.
TYPE: — Positive displacement rotary
lobe.
SIZE — 17' x 127 straight pipe.
HOUSING — Cast oluminurn.
ROTORS — Heavy—duty steel con—
struction, polyurethgne—coated.
SEALS -- Oil —lubricated mechanical
type, Niresist/bronze Buna -W
eiastomers with 304 stainless
steel springs with replaceable
shaft, sleeves.
WEAR PLATES (2) — Stainless steel,
replacable.
SUCTION TANK — Fabricated steel with
permanent solids screen, 1 1/2,
drain port and adjustable vacuum
relief valve.
DISCHARGE TANK — Fabricated steel,
canvas —reinforced Neoprene. weighted
check valve, built—in oil reservoir
with pressure relief and 1 1/Z'
drain port
BEARINGS — Cylindrical roller type, otl
bath, pressurized lubrication system.
COUPLINGS — Flexible elostomer element
with expanded —metal guard.
TRANSMISSION:
MODEL -- Federni 801—E,
4.055:1 reduction ratio, oil bath —
lubricated with alloy steel helical spur
gears.
FRAME:
H—Beam construction.
5ra 1/i
(1430)
MOTOR SPECIFICATIONS:
MODEL — Saldor M4316T.
TYPE — Totally endowed, fan —cooled,
high --efficiency, 75 horsepower.
VOLTS — 230/460.
RPM — 1760.
AMPS — No ioad — 64/32
Full load — 284/142
Locked rotor — 1730/865
TORQUE — 225 lb—ft
POWER FACTOR — 25
HERTZ — 60_
OHASE — 3.
CLASS - H. continuous duty.
STARTING — Snap action single—phase
switch with 3—phase reliability, silver
cadmium oxide contacts (prevent
contact welding).
BEARINGS — Custam—lubricated ball
type with moisture —resistant
greaae. Re —lubrication fittings
provided.
NErMA FRAME — 365T.
CONMUC ON — Cast iron endplates,
non —sparking external aluminum fan
with 116 gauge cover, gasketted
cast conduit and condenser boxes,
corrosion —resistant baked resin
coating, copper windings.
SERVICE FACTOR — 1.15
AVAILABLE OPTiOUS:
TRAILER OPTIONS -- Leaf springs,
fenders, DOT lights, brakes,
878 X 15 6—ply tires,
THOUPS'Off
PUMP & VA111UF_ACrL1R1NG CO., .WC.
In the interest of product irnprovamcnt, TPM
reserves the right to change spoaMcotions.

12" Rotary Wellpoint Pump
The Thompson Rotary Wellpoint Pump is the "original" rotary wellpoint pump trusted by
contractors worldwide for more than 30 years. The state-of-the-art 12R-ESS-75 is specifically
designed and engineered for welipoint and sock dewatering with high air handling, large water
volume and high vacuum capability.
Features
• Standard Drive: Baldor M4316T
• Unassisted priming and automatic re -priming
• Maximum flows to 2,500 gpm
• High vacuum of up to 29" Hg capacity
• High displacement volume of up to 500-cfm
• Motor speed can be lowered without losing
vacuum
• One pump handles both air and water
• Positive displacement with constant suction
PLtvut etha, rc
6AaNr ,�-Kii
for aintF0,11(
tesisr.an- e
Drive ahan rt
multiple driv.
option!
Liuntsqeigdht
3iuminurn
rastiny: ?nd
r 44 �rr54tk
0
Page I a; 2
ro}. juaiity :it hrta Ated
mechanical seals with :hark
���:i,fn�.eable aiainlrrs. ,i ,F, �er
Gaubte for,
spherical i all
bearing%
Carbon steel
inserts
Hardened 16�r:
gears
Y- Some features
not available on
all models '
Applications
• Wellpoint and underdrain sock dewatering
= Trench dewatering
• Filtered water transfer
• Remediation
• Sewer pipelines
• Lift stations
• Head walls
• Coffer dams
• Elevator pits
Foundation structures
• Dams
• Borrow pits
Working Principle
The Thompson Rotary Wellpoint Pump produces
constant suction as the rotors separate. The water is
directed over and under the rotors and out the
discharge.
Clearances are not a factor due to the use of suction
and discharge priming tanks. The polyurethane rotors
and the staWass steel wear plates offer abrasion and
corrosion resistance while the steel inserts provide
strength and durability,

Boras
arxMv
nano
75
JO
e5
L�
r___J
12" Rotary Wellpoint Pump
12R-EBS-76 Dimensions III-M-aterials of Construction
Type: Positive displacement, low -pulsation, self -priming,
rotary lobe
Four design
Rotor: -lobe, single piece with carbon steel
1
E
shaft and welded carbon steel fins with polyurethane
42112
coating
4
l
, 4'-112
1�
Rotor Housing: Rugged, heavy-duty cast aluminum
!
Mechanical Seal: Oil lubricated with bronze rotating and
.. ,_
�.,,„..�...:.....-•�r
.-- - --- .--
steel stationary seal faces. Single inside mounted, non-
bellows.
_._.,.,;
_ �., ...-.,,, �..-_.s�,l..z-
pusher type with self-adjusting elastomeric
Suction Tank: A36 steel with permanent solids screen,
1-1/2" drain brea#
_ y___. 00 __ ____�
port, adjustable vacuum er valve and
vacuum gauge for system diagnostics
Discharge Tank: A36 steel with canvas reinforced
neoprene weighted flapper style check valve, built-in.oil
reservoir with pressure relief and 1-1/2" drain port
Wear Plate: Replaceable, 304 stainless steel
Bearings: Heavy-duty, oil bath -pressure lubricated,
cylindrical roller type .
Bearina Housing: Heavv-dutv cast aluminum
12R-EBS-75
Performance Curve
0HVdMulic
#
L.
1F
y
F
r 506
1000 1500 20110 25VO
Motor Specifications
Motor: Baldor, TEFC M316T
Voltage: 230/460
Frequency: 60 Hz
Speed: 1,775 rpm
Fuil Load Torque: 222 ft-lb#
Full Load Current: 174/87 amps
Efficiency: 94.1%
Safety Shutdowns: High temperature
III Unit Specifications
Maximum Operating Speed: 500 rpm (pump)
Maximum Operating Temperature: 212OF
Maximum Operating Pressure: 65 psi
Maximum Suction lift: 29 in Hg
Maximum Casing Pressure: 65 psi
�FAq
In the interest of product improvement. Thompson Purrp & Mianufscturing reserves the %0' PJ
riahf to char,gr, sxcifr.ations vvithoat incuninq any ouliaatb+ r) for equipment pre viauslyi or subsequently sold. UMLLAM
Capacity, !deed and Dump Curve are for comparative purposes. Consult engtneerng data for exact crapabiiities,
4620 t,ity Center ©rive, Port Crony , FL, 32129, US„ 1800) 767-7310 � Fax f386) 761-0362
Cnraii: sales thv son u .ca � ww t so u
?age 2 of 2
.Banleffr'y 2607

r❑

PUMP i2 LOCATION -� r �r I\�.'1. 1 Il j, 1
i I~ FOR DEXL SH G f I �7
i 1�a ill ��rl r E]cuvAT40N , I ` (SEE DELVL sNEET7 \ I I lr� I IY`4ilrr i!!�
4 BOUNDARY , ` if r.! ;E�y jt 1
I 1 ; I, 4'
SHEET 3 \ 1 rryd ai ,�,osaa rr 1 � IrI�, I"',1, SHEET 3
1 MATCH LINE a w w �� w w �� Ntr1 �� r` ��� �� >•r r �1!!T 2ti
SHEET 2 % :iJ��; i SHEET 2
PROP'OSSEo PR PERMIT
., rl. eaNrtNaARIr
MULK
SAM
\ � � r _ _.. _ •r,i I ! : Y414Iuil 'I 1 FErseE)
ERTY
PROPERTY
UHF .•,n� ` CANE
PERMIT
(SILT FENCE) r t !. r 1 1 , l !� •!,� !
,!Illrrrlift
IIt \ ! r!• - Yit ti1� � T i .I i11hit
1 `r tk Hfll,
I t Sol
+�lr�r �� rJ--�-,Y� PUMP 11 LOCATION �Fi .l It,
FOR FOR DEWAIERINC I J-�� A 'I �If Irl"I
{SEE DETAIL l\
\ i _ •` -- !' -. ` 4 w� thunum r�s uc SNEEt) -,
\ \ y I • I "-- r_- . �;� �- i`'_ , De 3473 r¢
\\ \ I Lv�110 •� r! ♦1� ��\ _� 'rr-' -.-5 `, I �'. i ?, IJI1Ry�
■, / I i \ '��� PROP05E0 PR'' / 4+ IXCAVATION
WELL ��` �I
\ PROPERTY i■ EXCAVATION r _ `) EOUN •/ I - J .! _- 'r✓.r!'/ / !' 1
\ \ U ■ BOUNDARY ' ,---58-� _ MONITORING -f ! 1
\ \ \ / j4
\ \ \ / i � �_f♦ — \ 1 r>� f —Ism_ � � � �—
JBOUNCIAlItY • I I `RAGS,,�• ! iI ' ! ! J
l 1 MONTT� IR Hr t \ ` FILTERI - /� •.�-I- I �'� y -- r'' T 1 1!!;!Jl�
_ l _ ! WELL /2 ''
` \ \ (SILT — ^� \ — ) PERMIT ` , . I � `®—
(SILT PEFJAJT
4% �✓ \ss ,/
� ,'� �/ -� / ♦ j � ,� 1 � � I JJ ', • ' / 13OUNDARY
•.� PROPOSED-CATES d p►_r
PORARY
\ IION PRO
OiRUNCE -L �' I. r 1 ` //yam.• r' �',
Ao•. / TINE \ `\ S 1 \ WELL-P
\\\ .- .-'"-. I' .- •L it ( �'^' it + - ,- /, , - -� } I/I } IljJ,i
\ `lam -. „T :' `r / -ram /'` � ��\� _ _� •lrJ� ''-,�i/! ' / ` r-- rf! / '
�� - �,� � `/� •`' .'-��..'.., �- -__ �_/jam•='r �7
511
MT FF7FCE AND 61ECK CAM SHAH BE USED AS NECESViY
•4: ` _ ; ,% - --,r' �;l `I; °�.: . �: i ' ALOM MWL RCy,DI FOR SF3RMEt+`7ATION ,r IRC" CONTROL_
/ t \ / / / `� \ , \ ~�I . ! I , t• � �• �. ! l / ` � r \ � \ �•+----�! ywTrmi tNaa+W%n
r�
4 `' / / \ \ y • r : � � � !! i� '' �44u .w.naa I � �- - � .®.,R,�ra
PROPERTY Y r J 4
GUFFIER
mans
I. SILT FENCE TO BE INSTALLED AS NEEDED. INITIAL PIT OPENING WILL SE]Z< AS 1 - I {scUuuln)
SEDIMENT 1F W FOR RDLWMW. EXCAVATION AREA 1
its,}' 2. NO ON SITE SOIL ST= P11ES AREAS OR PLANT AREAS W➢L BE REWIRED.
— — — C(CAYAm OOUWP,A 3. PR PERIMETER WILL BE MINED IUTH SIDE SLOPE OF 3:1. HAUL RW
1111111111110 ' ri PRWOSM PMV WL.KI FII (SkT FDKX) 4. PROP'OSW PERMIT BOIAND+RY IS A MINIMUM SO' FROM ALL WERANDS. ,o rca.a
GE?APHI(: SCAM vRrol n UNE S. PROPO= PERMITR! T BOUNDAIs A MINIMM 25' FROM ALL ADJOINING PROPERTY uNE5.
N,rrl>m w FOW E. NO ACTUAL FIELD SJR&YL4G 761E KEN PERFORMED BY BAFITI.E= ENMNEERFHG MI
--- o=Tffc cwnxR SURVEMNG AT TNS TIME- E]OSING OXTMR INFORMATION WAS FRONDED BY ST.
��-- rRtlro514 cow" WOOTEN CORPORATION.. WETLAND INFORLYATION WAS PROWDED BY RUMMEL. KLEPAER.
—o� — •[YtAN76 A KAiL. LLP.
I w rErr) 7. PORTIONS OF THE PPAPEITFY ARE LOCATED IN A FLOW HAZA(m AREA. SE£ FIRM �.
,0l) n MAP 37205564001 DATED JULY 2. 2005. N APPEARS NO PORTION OF THE ,
DWAVADON AREA is LOCATED N A FLOM WZARD Af -k ALL AREAS. UPON
RECLAMATION. SHALL NOT BE AT AN ELEVATION GREATER THAN ORIGINAL GROUND Talc&$DEf()_](-SEC7K)NS SHAIK RQAO_•A'1
Ip scxe
7 t Cr
0� _y
BARTLE�t-r
MORRIS/MILLS PIT
DATE,334
L Y 2�7
'IMl "
crone au34w1
81011
TOWNSHIP J1 CttAVEN CpUNTY
,• . ,m•
NORTH CAROMA ZONE. AR
a _
ENGINEERING do SURVEYING, PC
I906 NAS'H SIRM NORTH TFAX: (2'S1) 349--0704
MINING PERMIT
S.T. V1100TEN CORPORATION
_
� 1n:
REVfSOVS:
1-029-'-Oj5
PIN � I-O38-017 SHEET 2 O� 3
''
'7sal ',
WIISON. N.C. 27g93-1728 FAX: [phone]i
MAIL iffaOborUeL g.com
WEYERHAEUSER ROAD, CRAVEN COUNTY

0
•
•
Vk
\ 5 t \ + �♦ \\ V\ ♦ tl / \ y
PROPERTY
111E
_ �� u � .',", / r /r / f I F % •r fir/ j ' 1 \ ti 1
Lk
1/41
rA. ,-• _ — �� : , / ! . 1, 1 j!� .� .`.� 1 r /'� �, !' ,
// r/'1 ; /!,� !/ \'Oy)! r JI1 �' rJ � ! 1 y� \\ \w_ �` !, I •\`\ ! !, f' /1 1
I ' PER11ABOUNDARY
\� °'l 1 ! 1 I 1 , rJ F\ ` w`, t\ �_` \\ 1i i 1, w f`♦ `
(SILT FENCE) �''/ \:�\,�� f,- '+, \\\ 1 I ��`T V\ 1' `\ ♦�` -- \\ \\\ \♦
r I I. 11
4r� 1 w\•' / Iw � I �`' ; `r' < I II LI d1 � � � � ~� `. ✓ � � t yy •`\♦
\ \err ! I \ , f J + 111 I I J I i, , �/+\•\
FOM/w000m .WEAS ` \ \ ./ i p i
PROPEKI7 _ ` �� - Ji l `' `, , I • +\ I r , \ 4
- \ ~ I � � �, i \\� yam\ ���-�'♦ ♦�,, 1 ' / ;`` : ;1i//,
PERMIT
- O \- 11l;'\ �'� \;-.. \�X•`�\\� gpUNo11R,;,� Sri :;,•/!/
\ (SILT e , r r •-', 1 ,
PERMITBOUNDARY j
Y i \ -T�I 1 4 �♦ `� (SILT \'�►�' ♦ `\�,♦\ \1\�1, 411 +• 1
t \ FENCE) ' _\' \ \ ♦ \ l 1 1 y 1
\
lfrrrll�t+ JjlJ�
EXCAVATION
i \ D(CAYA ` — BOIJFM?RR5' \''! 111 11+f J
�BOUNDORY
/ PUMP #2 LOCATION 1� r I� Y ` 1�lkfjjl,l I
FOR OEWATMING ''1' \ \1411
EXCAVATION
BOVNWRY
' l `� (SEE DETAIL SHEET]
v jI� I it Milli Ir/ -
�Ir� II�Iti I`�I llt
- l
"*4; & --" 1\
l d� I-@R�S6 �
R m zT.d pe Dada
�I r jl�fyy,yjy SHEET 3
'
SHEET
. \ ■� HrsHo H� �� 1 !
�.11l>� s_
MATCH LINE H�
SHEET 2
HHd LH>� 11H>� H� H�
1 • \ / — 'Ii�
SHEET 2
PROPOSCG PIT
�c
"tj. f !+ BflUNCANY
I�ttyyl
Ilk FILTER
~
PROIPEEERhf ___ 'ram
1
PRLIKE
L•.■ ,Ii +...
-- I
_--`,
\, LADY ORNG
PERMIT
BOVNDARLT Y
r 11A ti �� ` r/'\_.'rY rl
I �� I t •\4 1\ frl/!!lr!
t
i
NOTES: ',♦�
il. �ll, •+ �yllkli ��
1. SILT FENCE TO BE INSTALLED AS NEEDED. 2M) L PIT 0PEIM0 WILL SERVE AS
SED MEET TRAP FOR RE"NING EXCA.YATION AREA
2. NO ON SITE SOIL STOCK PILES AREAS OR PLANT AREAS WU BE REOIARETJ.
----- PROPOSED EIM ATIOR BOUNtLu
3. PIT PMwrrER Y&L BE MINED WITH SIDE SLOPE OF 3:1.
4. PROPOSED PERMIT BOUNDARY S A UMML61 SO' FROM ALL WETLANDS.
PRoaO PEiaar 9OuwKw (SILT m co
GRAPHIC SCALE PAY u�
5. PROPOSED PERMT BOUNDARY IS A WNIU E 26' FROM ALL ADXX,4NG PROPERTY LINES.
6. NO FIELD SURVEYING HAS BEEN PERFORMED BY BAR t SILT FENCE AND CHECK CAMS SFIALL BE USED AS NECESSARY
.�
PaOPosm �' R°•D
•^.
AS OVIDEEPoY
SVRYE"IikEC AT iM5 TIME EXISTING COMOUR IIffORW7tOH WAS PROVIDED BY S.T.
VMG THIS
ALONG hIAlL ROAR FOR SEDIMENTATION 1t EROSION CONTROL
_ _ _ _ EX611NC q,p
— PROfOSM MCCUR
WOOTEN OORPORAnGhL WETIANB INFORMATION WAS PROVIDED BY RLQAIEI- KLEPPCR,
k KAHL, LLP.
I w rwT)
7. PORMNS Of THE PROPERTY ARE LOCATED IN A FLOOD HAZARD AREA SEE FIRM
MAP 37205564= OATED DULY 2. ZOOS IT APPEARS NO PORTION OF THE
E loch - iaa n
EXQQATIOM AREA IS LOGATEB 81 A FLOOD HAZARD AREA ALL AREAS. UPON
REaAMATION• SITYL MDT BE AT AN ELEVATION GREATER TfM ORIGINAL GMINID.
OrRTlerg
BARTLETT
MORRISNILLS PIT
JULY 2007
f.4AILE- n».�..w,
'
DOM:
TOWNSHIP #7 CRAVEN COUNTY
51
,• � ,�•
Nol7T}i cAFzouw, ZONE: AR
_
r
SEAL
SEAL �
ENGINEERING do SURVEYING,
1006 HASH STREET NORTH TFlF• 3"-OaG4
MINING PERMIT
S.T. INOOTEN CORPORATION
F[L.
s� Rr:
-
_� ��
`"
\��+�` '•:
(252)
WIL.SON. N.G 27$93-1726 FAX' (2'S2} J99-0864
REVISIONS:
1-029-036
q
9 • 8/ '`
� idgft '" W4•a
WEYERHAEUSER ROAD, CRAVEN COUNTY
PIN 1 SHEET 3 OF 3
,-O3S-017
.. :,..., „',NOG• .P� ., EA

r❑
E
11

FEW

tca, T-j Use
Fir;c.. f3vii 1•• wit^5- Lu tJ;tt"anti}C;r L
f,!j+''
A lisdQtt up tsi "T., �ii if r ti r!
;ir,d se,-ure tr7if] ibi imal:li 'i
s(; ,kp,. PS.tllii; C�tt ki' i,'iiil'�' InTo
�liJr71 ufl .:Clt'-�
raClt ), Lsw mg to dir; i11�{"t'l;ati'ri l
a- ict; as 5t_a<<` bale brc, which ait
,rr+are- ct�ml�cf;�otne to trat�3pon; tr,
buik1 ant to : 3(:a`flt up afie va^al't'i. At -id
])i ibag Ixwz not1'+tcar to thc:
w
r(Al rne.11t: Wher_ disposed
Wrthl Featares
• Dci;v.rcf -u:d Pr`'d'tcc t+ tro?t-i a
x'a.ri h of fa't7ric� to mice[ e111-
neen,gg spedficationi for flow
ratc,� strenttli, and pf.— neahif;111-
0Sticbi ed to proiide rrsistance w
0,uu-t'ivlet de,�radaticsrt.
k1cets n-mmr.ilr<d: sratc; and
C",crrlis rat` 1;ngistcez's sp&ifi•c'a-
60JI .
1.-Y, and 15' a 15' aizes: Custom
,3i es ava dabic.
LF]
r c'rot.
U.
Typical! Dirtbag"' Construction
BAG PLACED ON '-\ HIGH SIMENGTH
At t-REGATE OR DOUBLE STITCHED
S1RAW 'J" T7PE SEAMS SEWNirF SPOUT
- J - F41GF{ S�tiG tH
1 _ / STRAPPING FOR
}}_{{,--.�.. % HOLDiit•C HOSE
'FF�; IN PLACE
! -- WA iER Fi.OW
j FROM PUMP
PUMP
IT1SCHARGE
LENGi11 HOSE
DPENING
ACCOMODATES
UP TO r
1Op VIEW DISCHARGE
HOSE
!-TT
AGOREGATE (V Sif?AW 1
U,NDERL',YaA1=NT
SiDE YEW

P, %'is, Cif U'ditTrlv'e Pu Pumped. Wzw
0 1.0 r" ewexiptson
L f l'bis v,cs:i[chart c:+rtsisi. of furmAhing, l?!anti'.; Intl i�;m:� ing
#lu,r +cad srxiinica! ,--- uttrz)l drvicG as clirc;.ttd b5
t1je rlCdltgi, w T?gim-er �a& w .`+bo,,m or; the (oni- act OraNY61 T,
iiiribat l�csr.�!1..Fit ct�ntatsl �;:,trrr= is rri: �++rter, t,4:
2.0 1r► mteriaia
2.1 Dirth ga
2.VA liter!, ; -Jiat] hu naLlu4ckw,d u�aig a �ohpt�prrlene
nurssrtar'en gtotextile from Si Ccqsolutinns, thin se vn intr,
a hig %idi a dquhle nee& matching us, ing a higli xtrvigth
2.1.2 Bach sUMdard Uirtbag hia a till spout large tsiuugh to
arcoramodate a 4" cliXba, ge hose.. Straps are attached to
seew-c tlic luise acid prevent lsuirrV-d water from i w—aping
wiiizoul Ix-ing .Cierecl,
2.1.3 birtbag seatim shall have '4n average tiVidc width strength
per AS7-WI D-4884 as lbllowr .
Di"bag Style Test Me'thotl Test Resa t
l;iirtbag':" 53 ASi At! IM884 60 EB/K
Dirthagl�' 65 -ASTIV P-4884 100 LB1N
'Celt Results
.PFGper&n
Mast Method
Units
W4163 ^stytess
Weight
k$TM 0-3776
o lyd
8
io
Grab Tensile
ASTM D-4637
Ns.
20
250
Punctuie
ASTM 0-4833
'hS.
! 10
15.0
Haw Rate
ASTM a-4491
gallmin/ii2
i 10
as
Permittivity
ASTM D-4491
sec.
7.5
12
Wien gumi
ASTM 9-3786
lbs io
350
460
llb' Rpsistatat
ASTM 0'•435F
%
10
70
Atl? % Retai�,86
ASTM 9, 475i
U..' Sieuc
SG
IM
�J
All pranerves are Minimum Average Roll Value illIRVI excepi rho
weight Cf the fab.* which is given loi- information only Do pending
On soil cot: di ORS arty trltratiO17 requirements, additional geotextr'le
opiiuns ars stailahle. Hem ca61 our elrni�ee: ins staff for safuticns.
a.fl C;on CeuctiolL Sequerrcc
n
3,1.1 lnvt J! t7i)•tlx!g ,,m a skip( qo iiwoifilni? vihit - ilvw,
hill chintrgh riirthag w;thouz crt-P in ,!;=u4 -rra;;.it,n. -Sirap
iiici nce?, of Uirtbag lightly tc• tl-t- chchiat c ie.
incre« se the efciertcy cA' fibr--,6mi, iilttce LhC bag on im
aggrcga.[e or hayhale hid to m-,,x mie.e wawr 111),%, tlu%) h
tl;c surface arch of 11rt' ba?.
3.1.2 Dirthag is litid when it no tk)nger• czar. a ficiently filter sedi-
r*2r nit fir allow wai;rr to paS3 at a reasosiable rate. blow
rates will vary depending rrn the size of Di,r•tba g, the typ '.
and srnnusit of st�dime.At diwi4i.ged into 04dW; tote !ype
of ground, i+uck Di other sulbtancc udder Uic hag iwd the
degree of the slope on Wlristll the bad lies. Undt:r most cir-
curnstaticeq DinW g will ackorrunodam Aow rat65 Err I ltto
tpolor e, per minuu... Use df rAocOi >e flow rates or ovcrfill-
ind Dirtl ;*g with se-dirnem will cause the hag to i upture or
Qum of the husr auachtr,arrt Strips.
3.1.3 Dispose Ditt6ag as direi cted by Phc site engineer. If
ZllowPtl, Dirtliag array be cut open aril the conlouts sreded
aver removing visihle £aline. PL-thag is strong enough to
bt lifted with optiozjal stvapis it' it: must be I-sai4ed away,
Qff--.site disposal rhai be ftcilitamcl by plrrcLav Dirtbag in
the. hacL of a dum-o truck or filarbed prior to use rind
ailow.ing the water to drain I'rnrji the lagwhile in place,
thereby eliminating [lit nccd to lift 1?irtb7
4.0 ]Basis of Payrriexxt
4;1. ']'Piet pdy? cot for axy Dir_th'ag -�. d dorirkg constru(tiou is
W be indudec' in �1ic ])id of overall e-osinn wad SCCli:17,Crlt
control plan Un;ess a unit }mice is requested..

U
Above.: Dinbag installation shown
fin inclined hillside for MaxiMLIM
flow.
0
bag Features:
1. High str6figth double stitched
"J" type seams,
sewn ih'.Spout-
3. High strength strapping W hold-
ing 4oze in place.
4. "q_-�Opepinq accommodate up.
to V discharge hose.
For optimal flow, install over straw
w aggrovate.
Dizl';Q�'r
Dispose of Dirthag_ as directed by the site cnoneex. If
alluw-t-di Dirtbag may be but open aad tll,e- cem-ct;it., seede'd
after rer"Iminj vlsibiry ftlb;.ic. Dlr[bag is strung t(,-
lac Efted ,%'Ith updonal strap.� iT it must be ha :pled. awv�.
tIfslp� Olf�ait,� disposal miay I.-)c tkcili by pLrlag Dirtbng in
n"n- i flat back- of a dum'p true k or fkatbefi prior ti 7 usc,, and
I alloming the Nvater to drainliorn -lie bag pla'CC,
L
dhereby ebmicati-ng the need to 11,4^t Dirtbag.
Aggregate or Straw
Underlayment
'49M
15
7-fal Creech
Orb-,
2963 Uq 0, North
GaIdsbom, WC 27S,1.4,
71
Ph., (800) J 67-73M-
Pay, (919) 778-7M5
DIM
%L !jp

LETTER OF TRANSMITTAL
S. T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
P. O. BOX 2408 - WILSON, NC 27894
TELEPHONE [phone]
TO: Division of Water Quality- NCDENR
943 Washington Square Mall
Washington, North Carolina 27889
WE ARE SENDING YOU:
Shop drawings
7Copy of letter
FTIAttached
Prints
Change order
DATE
1PROJECT
11/16/2007
IMorris Mills Pit COC NCG020720
ATTENTION:
AI Hodge
REFERENCE:
Operation & Maintenance Manual Submittal
Under separate cover via the following items:
Plans samples Specifications
F7T-]O&M Manual
COPIES
DATE
NO.
DESCRIPTION
1
11i8l2007
O&M Manual
THESE ARE TRANSMITTED as checked below:
QFor approval [Approved as submitted ]Resubmit _copies for approval
QFor your use []Approved as noted =Submit —copies for distribution
=As requested =Returned for corrections OReturn corrected prints
=For review and comment F---]
=For Bids Due 2D_ OPRINTS RETURNED AFTER LOAN TO US
REMARKS:
Al.
I have submitted one copy to Jeffrey Manning for his review. I have also sent two copies to Sarah Young in the
Wetlands and Stormwater Branch.
As always, thanks for your help in expediting this.
COPY TO SIGNED:

Morris[Mills Pit
Operation and Maintenance Manual
Craven County, NC
erator
S. T. Wooten Corporaton
3801 Mack Creek Road
Wilson, NC 27894
[phone]
Project Number
0721
CAROB
• F _SS
:Q
NGINIE
K.
fffflfl1111j1``
November 8, 2007
John A.K. Tucker, P.E.
Consulting Engineer
Post Office Box 297
Fuquay-Varina, north Carolina 27526
Voice [phone]
Fax [phone]

Table of Contents
1. Overview............................................................................................. Page I
H. Permit Information..............................................................................Pace I
III. Contact Information............................................................................ Page 2
IV. BMP (Best Management Practices) Maintenance .............................. Page 3
V. Effluent Limitations and Monitoring ..................................................Page 8
Vicinity Map ............
Site Map ...................
Mining Permit ..........
NPDES Permit..........
....................... Appendix A
....................... Appendix B
....................... Appendix C
.......................Appendix D

IS.T. Wooten Corporation Operation R Maintenance Manual Morris/Mills Pit
1 I. Overview
This Operations Manual was prepared for the Morris/Mills Pit Sand Mine. The information
contained herein was prepared to provide mine personnel with a clear understanding of how
the facility is to he operated. While deviations from the operations outlined here may be
1 acceptable. they should be reviewed and approved by the mine operator before being
accepted as policy.
The Morris/Mills Pit is an open pit mine that has been permitted by the North Carolina
Division of Land Quality in accordance with the requirements of G.S. 74-5 1 of The Mining
Act of 1971. In order to efficiently mine the material, S.T. Wooten Corporation, the mine
operator, intends to dewater the excavation as part of their operation.
The site is located on a portion of Craven County Parcel Numbers 1-029-036 and 1-038-017.
The site is situated immediately south east of NCSR 1482 (Weverhauser Road).
approximately 2 miles south west of the intersection of US 17 and NCSR 1482
(Weverhauser Road). The site is within the Neuse River basin and is proximity of Swift
Creek (Stream Index No. 27-98-(6), Class SC, Sw, NSW). A vicinity map is provided in
Appendix A and a site map is provided in Appendix B.
1I. Permit Information
A. Mining Pert -nit
Permit No. 25-77 was issued September 6, 2007 for the 'Morris/ Mills Pit' under file
requirements of The Mining Act of 1971. A cop), of the permit is found in the Appendix C.
B. NPDES Permit
Permit No. COC NCGO 20720 was issued for the 'Morris /Mills Pit' was issued on
September 27, 2007. A copy of the permit is included in the Appendix D.
I
Page I
I

S.T. Wooten Corporation Operation $ Maintenance Manual Morris/Mills Pit
IIl. Contact Information
S.T. Wooten Cornoration
New Bern Office
Michael Alford. Project Manager
245 Parker Road
New Bern, NC 28562
[phone]
Corporate Office
R.S. (Butch) Lawter. Jr.. Senior Engineer
3801 Black Creek Road
Wilson, NC 27894
[phone]
N,C. Department of Environment and Natural Resources
NCDENR - Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
[phone]
N. C. Division of Land Resources
312 North Salisbury Street
Raleigh_ NC 27604-1 148
[phone]
Craven County Contacts
Craven County Manager
406 Craven Street
New Bern, NC 28560
[phone]
Craven County Emergenev Management
406 Craven Street
New Bern, NC 28560
[phone]
Page
1

S.T. Wooten Corporation Operation R Maintenance Manual
IV. BMP (Best Management Practices) Maintenance
Morris/Mills Pit
BMPs are in place to ensure that contaminants do not enter surface waters via stornnvater
that comes in contact xvith any un-stabilized overburden, racy materials, intermediate
products, finished products, byproducts or waste products located on the site.
All stormwater BMPs shall be inspected by or under the direction of the operator at least
once every seven calendar days and within24 hours after any storm event that results in a
discharge. The BMPs implemented shall be operated and maintained so that they are cleaned
out when the sediment storage capacity has been reduced by 50%. If any visible
sedimentation is leaving the property, corrective action shall be taken to reduce the dischaq,e
of sediments. Visible sedimentation found offsite shall be recorded with a brief explanation
as to the measures taken to prevent future releases as well as any measures taken to remove
the sediment that left the site. A signed copy of the issued permit including the approved
erosion and sedimentation control measures and the reclamation plan shall be maintained on
the site at all times.
Equipment utilized during mining activity on a site must be operated and maintained in such
a manner as to prevent potential or actual pollution of the surface water or groundwaters .
Fuels, lubricants, coolants, and hydraulic fluids, or an), other petroleum products, shall not be
discharged on the ground or into surface waters. Spent fluids shall be disposed of in a manner
so as not to enter the surface waters or ground waters of the state and in accordance with
applicable federal disposal regulations. Any spilled fluids shall be cleaned up to the
maximum extent practicable and disposed of in a manner that does not allow their entry into
the surface waters or ground waters.
A. BMP -Filter Bags
Install filter bag on a slope so incoming water flows downhill through filter bag without
creating more erosion. Strap the neck of filter bag tightly to the discharge hose. To increase
the efficiency of filtration. place the bag on an aggregate bed to maximize water now through
the surface area of the bag as shown in the figures on page 4.
The filter bag shall be considered to be full when it no longer can efficiently filter sediment
or allow water to pass at a reasonable rate. Flow rates will vary depending on the size of the
filter bag, the type and amount of sediment discharged into the filter bag, the type of ground,
rock or other substance under the bag and the degree of the slope on which the bag lies.
Under most circumstances the filter bag will accommodate flow rates of 1 100 gallons per
minute. Use of excessive flow rates or overfilling filter bag with sediment will cause the bag
to rupture or failure of the hose attachment straps.
Dispose of filter bags as directed by the project manager. Filter bags may be cut open and the
contents seeded after removing visible fabric. The filter bag is strong enough to be lifted with
Page 3

S.T. Wooten Corporation Operation R Maintenance Manual
Morris/Mills Pit
optional straps if it must be hauled away. Off -site disposal may be facilitated by placing the
filter bag in the back of a dump truck or flatbed prior to disposal and allowing the water to
drain from the bag while in place, thereby eliminating the need to lift the filter bag.
PIPED 70 CTWER
FILTER a4CS
UNEXCAUATED
/ BUFFER
PIPED TO OTHER FILIM BAGS
BERM
SILT FENCE
BERM
II�II�IIII III � II II�II IIII
„IIII,IIIII„II��II �IIIIIII,I
DEWATERING PLAN VIEW
NO SCALE
FILTER BAG
PIT AREA UNDISTDRBEO AREA
FLTER FABRIC 8" OF SEDIMENT
CONTROL STONE
Nark:
PWA. JE .'rMUZED 0IJU7 AS N=,
DEWATERING DISCHARGE DETAIL
NO SCALE
Page 4

S.T. Wooten Corporation
Operation & Maintenance Manual
Morris/Mills Pit
B. BMP - Construction Entrance
Maintain the gravel pad in a condition to prevent mud or sediment from leaving the site. This
may require periodic topdressing With ?-inch stone. After each rainfall, inspect any structure
used to trap sediment and clean it out as necessary. Immediately remove all objectionable
materials spilled, washed, or tracked onto public roadways.
NOTES-
1. PUT 3LT FEND OR TREE PROTECi10N FENCE UP
TO ENSURE C0NS77?LIC73N ENTRANCE IS USED_
2. IF CON5711CWTLUI4 UN THE SXTE5 ARE 5UCH THAT
THE PAUD IS NOT REMOVED BY THE VEHICLE TRAVEL—
INC OVER THE STDNE, THEN THE 11RES OF TH€
VEHICLES MUST BE WASHED 13EFOR,E ENTERING THE
PUBUC ROAD.
S. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
CN Tn THE PUBLIC ROAD, THE G0VERr0Jr AUTHORITY
WALL CLEAN THE AREA AND INVQ;CE THE FINANCIALLY
RESPONSIBLE PER50H AS INDICATED grd THE nI4ANCIAI-
RESPONSIBILJTY FORM.
50' YIN.
00 5UMOENT TO KEEP
SEDIMENT CN SITE
25' Co Wn7H OF
DUSTING
'"r- +;tSYKCC 5I>311E OR RAfIROAO`'-
PROPCISE4 STREET,
ROADWAY
VA 1CHE4'7? I5
-
:=tip
PLAN
EXISTING ROADWAY 351 YIN. 15' MIN. NEW OON!;1"MnON--ti
'-(
12 MIN_
6' MIN_
1
A9RIC UNDER 3TDNL
CROSS SECTION
CDNSTRUCTI0N ENTRANCE
N TS
PaL•e 5
0
I

S.T, Wooten Corporation
Operation & Maintenance Manual
Morris/Mills Pit
C. BMP - Silt Fence
Inspect sediment fences at least once a week and after each rainfall. Make any required
repairs immediately. Should the fabric of a sediment fence collapse, tear. decompose or
become in -effective. 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 undermining the fence during cleanout. Remove all fencing materials and unstable
sediment deposits and bring the area to grade and stabilize it after the contributing drainage
area has been properly stabilized.
MIN 10 CALICE
LINE WIRES
FRONT VIEW
'1ARiAB AS DPECTED BY UNOINOR
;fr OA&,'
STEEL POST
WOWfl MARE FABRIC
SILT FENCE FABRIC
o �
I+ BIiRY FAIRMC V MIN.
ANM40F WR- A5
AS DIRECTED BY ENLINEER
NOTE: SIDE NEW
USE SILT FENCE MLY WHEN DRAINAGE AREA
ODES NOT EKCEED 1/4 ACRE AND NE4V IN
AREAS OF CCNCENTRATED FLOW
FOR REPAIR OF SILT FENCL FAILIJREt USE.
Na 57 WASHED STONE FOR ANCHOR.
u5E 40. St WASHED STONE FOR NUrxiaR *HEN SILT
FENCE IS PROTECTING A CATCH DASva
SILT FENCE
NTS
GRADE
Pinue 6

S.T. Wooten Corporation Operation & Maintenance Mantial
Morris/Mills Pit
D. BMP - Vegetative Berms
Inspect temporary diversions once a week and after every rainfall. Immediately remove
sediment from the flow area and repair the diversion ridge. Carefully check outlets and make
timely repairs as needed. When the area protected is permanently stabilized, remove the ridge
and the channel to blend with the natural ground level and appropriately stabilize it.
BERM TO BE VMETATED - 2
NOTES-
1. STRBUZE BERM SLOPE AiCGORDW TO SEEDM SCHEDULE DET L
Z. BERM TO BE OMMUMM OF ON-Sn ERGWATEO MMERW,
TYPICAL BERM AROUND PIT
NO SCAM
Pare 7

S.T. Wooten Corporation Operation & Maintenance Manual
Morris/Mills Pit
V. Effluent Limitations and Monitoring
A_ Stormwater Discharge Types
Stormwater — None
Process Wastewater— None
Mine Dewatering — Approximateiv 500 gpm from 2 pumps located within the mine area.
Discharge from the pumps will run through filter bags placed around the mine perimeter. No
unfiltered discharge from the dewatering operation is permitted. A site map showing the
locations of the pumps. filter bags and other mine features is found in Appendix B.
B. Discharge Monitoring
All discharges from the mine shall meet or exceed the requirements of COC 20720 and
monitoring will be performed in accordance with the permit conditions. The sampling
schedule and discharge characteristics are as follows:
Sampling Rcduiremerils
Measurement
Sample
Sample
Dishar ge Characteristics
units
Frequency
Type
Localon
Ph
s.0
Quarterly
Grab
1:
5ettlable Solids
mt.]
Quarterly
Grab
I.,
Turbidity
NTU
Quarterly
Grab
li
"Total blow
MG
Quarterly
E
Footnotes:
I The monitoring frequency is quarterly, unless the effluent limitation in Table 9 is exceeded at which time monthly mnnitnrim,,
will be required or that parameter for the remaining permit term.
I Total Flow volume shall he recorded by a amfi[Iuous flow measurement ilisinimem. Alternatively, pump curves and pump logs -
may be used ac a means to calculate flow volume.
Monitoring 12cquircments
Effluent Limitations
Discharge Characteristics
Monthly Average
Daily Maximum
Settable Solids
0.1 mill
0.2 ml/]
pH Range
6.0 - 9.0
Turbidity
50 NTU
Page 8
1

0 s.'r, Wooten Corporation Operation & Maintenance Manual
Morris/Mills flit
C. Wetlands Hydrology and Monitoring
Wetland areas adjacent to the mining operation may be affected by the dewatering operation.
Policies and procedures will be implemented to mitigate any effects to wetland areas.
l . A portion of the discharge from the dewatering operations will be directed towards
the adjacent wetland areas. Water frorn the discharge must pass through the filter
bags before entering the wetlands.
1 2. Monitoring wells are to be installed along the mine boundary in accordance with the
approved training permit. Refer to the site map in Appendix B for general locations of
' the wells. A monitoring well schematic is shown on page 10. Water levels will be
checked and recorded on weekly basis. These records will be maintained in the New
Bern office of the mine operator.
3. A rain gauge will be place at the mine entrance. The gage will be checked after each
' significant rain event. The gauge data will be maintained in the New Bern office of
the mine operator.
' 4. Adjacent wetlands will be accessed by a registered professional prior to commencing
pumping operations to establish baseline data. The wetland areas will be accessed
every thirty days while pumping operations are ongoing. Records of the assessments
will be maintained in the New Bern office of the mine operator.
' 5. Should the wetlands shown signs of stress because of mine operation; dewatering
shall be stopped. An approved mitigation plan for wetlands will be in place before
pumping can resume.
1
Page 9

S.T, Wooten Corporation Operation R Maintenance Manua]
Morris/Mills Pit
3" MMEfER SCHEDUI E
441 Pc,C THREADED CAP
3" DIAMETER SCHEDULE 40 I" DIAMETER SCHEDULE 4a
pvc WING4�PM3' TO —1 ' 3' Tu O —2,
GROUT
9ENTONITE SEAL —I
—015, TD —1'
BORING WALL
i " SCREENED CASING
FIL7E7? SANp —'?' TO —18,
—1' TO —25' 1 �l �
V ELL BOTTOM
—25'
MONITORING V+ELL
NO SCALE
Page 10

1OCATION MAP:
A.
, - Nii,
Z
j/
Ai.
kAwkin
\V
j`7
4
-'A
ji
S.T. Wooten
Morris -Mills Pit
wn
J
A
ttl -
WIF -
L4
7
ati
tu 35113'49" N "y
I on nude: M06'18" W a m
NCG020720 -gg . .. ....
Facility
iL
S.T. Wooten
unty- Craven Location
Cam Class: SC; Sw, NSW Corporation
cehAng Stream: Swift Creek
-basin: L 03-04-09 (Neuse River Basin) cffo t th Not to Scale

I
F
I.
0
0

DS
TH,GH2ERMARO'JNC
' ENTIRE EXCAVATION AREA
THIGH BERM AROUND
PERMITBOUNDARY \„ �[ •».••.•: / J1} ENTIRE EXCAVATION AREA
(SILT FENCE)
EXCAVATION KUNDA.RY
EXCAVATION BOUNDARY —
\ \ PERMITBOUNDARY
\ � FOR DEWATERING /
50'UNEXCAVATED BUFFER
-PUMP;#1 �
FOR DEWATERKG`-
FILTER BAG
MW 6
I
4L� FILTER BAG
25' UNEXCAVATED BUFFER
\ 11-FILTER-BAG
—FILTER BAG MW 4
MIN 1)
TEMP CONST ENTRANCE
25' UNEXCAVATED BUFFER
MW5
ON GAUGE \ :' p• :��i/j/ a- �,ii,�� I i; �••..., .�%�
/ \ J 'ti-•:��//sj/// / -� �+' , . a..�.f/l �,� j `� / , j . I' ; :�. / f 50' UNDISTURBED BUFFER
�111'C+`'
-- 1
1 .�� , � l . 'J. ' � ^ `` .� ' ' • . WETLANDS • :c :-'��•�'•• ;� � : �:••�� � .J . . • . � . .� �
\' J
Note.
`- �— SITE
VICINITY MAP
NTS
Boundary, topographic and iocation of stormwater BMP's
taken from drawings prepared by
Barnet ErOrreering and Surveying, PC,
1906 Nash Street, Wilson, NC 27893
[phone]
`,514414114 444. ,
R
�''�n4n4144rr'``
Al
rrolx�era 2oor
GRAPHIC SCALE 1 300'
0 300
1 of 1
a

r
NCDENR
.. North Carolina Department of Environment and Natural Resources
Division of land Resources
Land Quality Section
James D. Simons, PG, PE Michael F. Easley, Governor
'Director and State Geologist William G. Ross Jr., Secretary
.. September 6, 2007
Mr. R. S. Lawter, Jr.
S -T Wooten Corporation
PO Box 2408
Wilson, North Carolina 27894-2408
RE: Morris/Mills Pit
Craven County
Neuse River Basin
Dear Mr. Lawter:
The application -for a. mining permit for the'above referenced mine site has been found
to meet the requirements of G.S. 74-51 of The Mining Act of 1971. As your company already
has a blanket bond sufficient to cover this application, I am enclosing the mining permit.
The conditions of Mininq_�Permit No. 25-77 were based primarily upon information
supplied in the application'with conditions added as necessary to insure compliance with The
Mining Act of 1971. This permit expires on September 6,_ 2017, G.S. 74-65 states that the
issuance of a mining permit does not supersede or otherwise affect or prevent the
enforcement of any zoning regulation or ordinance duly adopted by an incorporated city or
county or by any agency or department of the State of. North Carolina..
As a reminder, your permitted acreage at this site is 49.72'acres and the amount of
land you are approved to disturb is 46.53 acres.
Please review the permit and contact Ms. Judy Wehner, Assistant State Mining
.:—Specialist, at (919) 73374574 of any objection or questions concerning the terms of the permit.
' Sinderely,
/loyvd . Williams, PG, CPG, CPM
State Mining Specialist
Land Quality Section
FR W/jw
Enclosures: Permit No. 25-77 .
.-Notice of Issuance
cc: Mr. Pat..McClain, PE
Ms. Shannon Deaton-WRC,..w/permit.:
Mr. Bradley Bennett-DWQ, wlpermit
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
US Fish and Wildlife Service, w/ permit
1
1612 Mail Service Center,. Raleigh, North Carolina 27699-1612 919 733-45741 FAX: [phone] . .
512 North Salisbury Street, Raleigh, North Carolina 27604
' . An Equal opportunity 1 Affirmative Action Employer— 50% Recycled 110% 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:
S T Wooten Corporation
Morris/Mills Pit
Craven County -Permit No. 25-77
for the operation of a
Sand 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: September 6, 2017

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.perm itted 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 a 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
Wherever 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.
Expiration Date
This permit shall be effective from the date of its issuance until September 6, 2017.
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:
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.

Page 3
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 Protection Agency and- enforced by the N.C. 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, waters 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.
■
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 drainage from the affected area around the mine excavation shall be diverted
■ internal to said excavation.
C. Mining activities shall occur as indicated on the mine maps -last revised August
■ 21, 2007 and the supplemental information received by the Land Quality Section
on July 23, 2007,
■ 5. All affected area boundaries (46.53 acres) shall be permanently marked at the site on
9 00-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.

Page 4-
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. Sufficient. buffer (minimum 25 foot undisturbed) shall be maintained between any
excavation and any mining permit boundary to protect adjacent property.
1 o. 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 as 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 maybe 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 197.1):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced air hoses-
5. drill steel
D.. If mining refuse is to be permanently disposed within the mining permit
'boundary, the following information must be provided to and approved by the
Division of Land Resources rip or 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.

Page 5
t 11. 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.
' 12. 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 or any approved revision to it.
Approval to implement such changes must be obtained from the Department prior to
on -site implementation of the revisions.
13. 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.
14. 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 6
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
i 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 ands oil shall be left in a configuration which is in accordance with
p g
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 are 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 restore the mine excavation to a lake area and to grade and revegetate the
' adjacent disturbed areas.
2. The specifications for surface gradient restoration to a surface suitable for the planned
' future use are as follows:
A. The lake area shall be excavated to maintain a minimum water depth of four feet
measured from the low water table elevation.
1
tr-:airl.--�s�:>5-::-'•eas??cw ��a�ow-:-.,-�::_.. ....-,::...�:�:c-P �,.. _:.v- •--- ..,.. ..._ - .._. __. -

Page 7
B. The side slopes to the lake excavation shall be graded to a 3 horizontai to"I
vertical or flatter to the water line and 2 horizontal to 1 vertical or flatter below the
water line.
C. Any areas used for wastepiles, screening, stockpiling or other processing shall
be leveled and smoothed.
D. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Condition Nos. 10A
through 10D,
E. 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
Revegetation Plan approved by Mr. Robert S. Lawter, Jr. on July 21, 2007 or the
following. -
Permanent Seeding Specifications
Dates Species
February 15- April 1 Kobe Lespedeza
Bahiagrass
Redtop
Winter rye (grain)
April '1- July 31 Common Bermuda
August 1- October
October 25- February 15
Lespedeza (unscarified)
German millet
Rye (grain- temporary)
Rate, Lbs/Acre
10
50
1
15
50
30
40
H0411
Soil Amendments
Lime - 2000 lbs/acre or follow recommendations from a soil test.
Fertilizer - 1000 Ibs/acre 8-8-8 or 10-10-10, or follow recommendations from a soil
test.
Mulch - All seeded areas shall be mulched using small grain straw_ at a rate of 2000
Ibs/acre and anchored appropriately.

Page 8
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, biuestem 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.
' Permit issued this 6th day of September, 2007.
Mollj 14 .
James D. Simons, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

NOTICE OF ISSUANCE OF
MINING PERMIT
You have previously expressed an interest and/or are listed as an adjoining landowner
in the application for a mining permit filed by S T Wooten Corporation to conduct mining
activities off SR 1482 (Weyerhauser Road) in Craven County. The mining permit (no. 25-77)
was issued on -September 6, 2007.
North Carolina law allows persons aggrieved by the issuance of a mining permit to
contest the decision by filing a petition for a contested case in the Office of Administrative
Hearings pursuant to N.C.G.S. 15OB-23 of the Administrative Procedure Act -(APA).
If you believe that you are an aggrieved party within -the meaning. of the APA, a petition
for a contested case must be filed in the Office of Administrative Hearings within sixty (60)
des of the mailing of this notice to you.
If you file a contested case petition, it must be in writing and in the form prescribed by
N.C. General Statutes 15013-23. File the original petition and one copy with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.
Any questions about filing a petition may be directed to the Cleric of the Office of
Administrative Hearings by telephoning [phone].
You must serve the Department of Environment and Natural Resources by mailing a
copy of the petition to Ms. Mary Penny Thompson, Registered Agent and General Counsel,
Department of Environment and Natural Resources, 1601 Mail Service Center, Raleigh, NC
27699-1601.
This notice was mailed on
•-�ca
James D. Simons
Director
14 Division of Land Resources
North Carolina Department of
Environment and Natural
Resources
Brenda Harris
Mining Program Secretary

\ImTj �
September 14, 2007
Miehael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Q"ity
' Mr. Butch Lawter
S.T. Wooten Corporation
3801 Black Creek Road
' Wilson, NC 27893
Subject: General Permit No. NCG020000
' Morris -Mills Pit
COC NCG020720
Craven County
Dear Mr. Lawter:
In accordance with your application for a discharge permit received on -August 16, 2007,
we are forwarding herewith the subject certificate of coverage to discharge under the subject
state — NPDES general permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
' and the US Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
' the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
' Please be aware that mine dewatering at your site has the potential to impact adjacent
wetlands. The specific requirements for mine dewatering at facilities near wetlands can be found
in Section C, Part 1 of your permit (Part III Page 5 of 9). You must have an approved
'.. Operation and Monitoring Plan before mine dcwatering discharges occur at your facility.
Discharging mine dewatering wastewater without Plan approval will be subject to enforcement
action. An Operation and Monitoring Plan for your facility must be submitted to the Washington
Regional Office within 60 days of your receipt of this permit. Contact Jeffery Manning at the
Washington Regional Office at [phone] for more information about the approval
1 process.
Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater see a e for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit.
This general permit allows the discharge of stormwater and certain types of wastewater
from your facility. In your application, you specified that only mine dewatering water would be
1 discharged from this facility. If separate point -source discharges of stormwater occur (i.e.,
stormwater not combined with mine dewatering water), you will be' required to adhere to the
conditions in this permit for stormwater discharges- Nlp Camtina
Nturallil
1
North Carolina Division of Water Quality 1617 Mail service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwtttcrguality.orE Location: 5l2 N. Salisbury 5t. Raleigh, NC 27604 Fax [phone].623�6748
An Equal opportunitylRlftr Ove Action Employer — 5D% RerydedllD% Rost Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
' DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020720
' STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
1 .
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
�• S.T. Wooten Corporation
is hereby authorized to discharge stormwater from a facility located at
Morris -Mills Pit
950 Weyerhaeuser Road (NC 43)
Vanceboro
Craven County
1
to receiving waters designated as Swift Creek, a class SC; Sw, NSW water in the Neuse River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, 11, III, IV, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective September 14, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 14`h day of September, 2007.
for Coleen 14. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission
1

W A 7�9QG
F
r
-a�
Mr. Butch Lawter
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27893
Dear Mr. Lawter:
r
August 29, 2007
Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H Sullins, Director
Division of Water Quality
RECOVED
AUG 3 Q.,7007
DWQ-WARD
Subject. General Permit No. NCG020000
Morris -Mills Pit
Future COC NCG020720
Craven County
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Morris -Mills Pit on August 16, 2007. The application
stated that the application for a mining permit has been submitted to the Division of Land Resources (DLR).
Please be aware that the issuance of an NPDES permit is contingent upon the issuance of an associated mining
permit from DLR. Our office will finish processing your stormwater permit application once a DLR mining
permit has been issued for your project.
Please also be aware that because your project is located near wetlands, your NPDES permit will require
dewatering operations without wetland impacts. The specific requirements for mine dewatering at facilities
near wetlands can be found in the text of the general NPDES mining permit number NCG 020000 available on
our website, http://h2o.enr.state.nc.us/su/Forms_Documents.htm. See Section C, Part 1 of the permit on the
page labeled, "Part III Page 5 of 9". An approved Operation and Monitoring (O&M) Plan is required for
NPDES-permitted mining facilities. This is a separate document from the Mine Dewatering Plan that was
submitted with your application. Discharging mine dewatering wastewater without Plan approval will be
subject to enforcement action. A Plan for your facility must be submitted to the Washington Regional Office
within 60 days of your receipt of an NPDES permit. We encourage you to contact Jeffery Manning of the
Washington Regional Office at [phone] for information on the approval process for the 0&M Plan.
If you have any questions concerning the NPDES permit approval process, please contact me at
telephone number [phone] ext. 360,
Sincerely, �}
Robert D. Patterson, PE
Environmental Engineer
cc: Washington Regional Office, Jeffery Manning
Central Piles 2�o�`hCarolina
Stormwater PermittinE Unit Files AWurEi!!y
North Carolina Division of water Quality 1617 Mail ServiceCenter Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterpualitv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Operation and Maintenance Plan
and
Best Management Practices Plan
Prepared for:
Robert Jones Mine,
Willis Neck Site
July 2008

Compliance with Part II Section A: Requirements to Construct New or Expanding
Treatment Facilities. Should the proposed mine utilize a process recycle wastewater
ystem, an Authorization to Construct will be necessary. The permittee must meet the
requirements for operation of this treatment facility per Part II Section B.
No construction of new or expanded treatment facilities is planned as the sand
mining pit is expanded. This portion of the plan is therefore considered to be in
compliance.
Compliance with Part ID: Monitoring, Controls, and Limitations for Permitted
Discharges. Section A of Part III requires the permittee to develop and implement a
stormwater Best Management Practices (BMPs) Plan.
Two BMP's are used at the Willis Neck sand mine.
First, all stormwater drainage is directed to an existing sand pit. As documented
in the application for the C of C for the site, the existing pit normally operates to
minimize overflows of stormwater to the surface waters. When overflows do
occur, the flow is dispersed into the buffer area, so that turbidity and sediment
are minimal.
The other BMP is the use of broad vegetative buffers around the mining
operation. As documented in the application for the C of C for the site, the buffer
ranges from approximately 100 feet to over 200 feet in width. This, along with
the highly permeable soils on the site, effectively prevents direct discharges of
stormwater to the surface waters and provides adequate protection of water
quality.
There is no vehicle maintenance done on the site, and no fuel or other petroleum
materials stored in tanks on site, so the need for BMPs' and/or good
housekeeping practices for these activities are not triggered.
Required Operation and Maintenance for the BMP's is simple and is discussed
below.
Compliance with Section C Part Fit 1. Through 6.: Effluent Limitations and
Monitoring Requirements for Mine Dewatering Wastewater and Process
Wastewater. Ais section of the permit requires permitlees to provide an Operation and
Monitoring Plan.
The wetlands delineation and site plan required for compliance with this section
were submitted with the application for the C of C for the site, and are
incorporated by reference.

As documented in the application for the C of C for the site, any discharge from
the facility will be made up of stormwater and pit dewatering flow from the new
sand pit. The overflow, should it occur, will be through an area approximately 30
feet wide and lined with rip rap into the undisturbed buffer area north of the
existing pit. The rip rap is intended to prevent the development of an erosion
channel and a point source discharge to the wetlands in the event of an overflow.
The discharge will be from the rip rap area by sheet flow through the buffer for
more than 50 feet prior to reaching the wetlands as required by the mining
permit. The C of C limits the discharge to less than 100,000 gpd in order to avoid
the requirement for a groundwater withdrawal permit. In the event of an overflow
from the existing pit, Mr. Jones will manage the pumping of pit dewatering water
from the new pit, limiting the overflow volume and duration.
Because the stormwater from the site will be routed to the existing sand pit, that
pit was evaluated as a stormwater control structure. The pit has the approximate
dimensions of 220 feet by 600 feet and a depth of approximately 35 feet. The
resulting volume is approximately 34.5 million gallons. While the sand pit is not
designed specifically as a wet detention pond, the large volume and the ratio of
the surface area to the surface area of the site indicate more than adequate
settling time for any stormwater that is discharged from it. Operation and
maintenance of the BMP will be a monthly inspection of the perimeter of the
active (disturbed) area to verify that all rainfall runoff is routed to the pit. A form
to be used for this purpose is attached. Corrective actions, if required, will be
documented as well.
As documented in the application for the C of C for the site, any overflow from
the pit, should it occur, will be through an area approximately 30 feet wide and
lined with rip rap into the undisturbed buffer area north of the existing pit. The rip
rap is intended to prevent the development of an erosion channel and a point
source discharge to the wetlands in the event of an overflow. The discharge will
be from the rip rap area by sheet flow through the buffer for more than 50 feet
prior to reaching the wetlands. Operation and maintenance of the discharge
point will involve monthly inspections to visually verify that no erosion channel is
forming, that any flow through the buffer to the wetland boundary is dispersed as
intended, and that there is no visible sediment accumulating in the buffer or
reaching the wetland boundary. The attached form has space to document these
observations. Corrective action if issues are observed will be documented as
wel I.
The permit requires calculation of a radius of influence for mines that operate
dewatering systems, if there are surface waters in close proximity to the mine
that could potentially be impacted. Because of the maximum amount of
dewatering that could occur at the Willis Neck mine, it was determined that there
was no potential to impact the nearest surface waters, so no radius of influence
was calculated. Seasonal variations in water table relative to wetlands have not

been monitored and no water level monitoring wells were installed for the same
reason.
Monitoring required by the permit will be conducted on samples collected
quarterly if there was any discharge during that quarter and will be reported on
the DMR form provided by the Division of Water Quality. Samples will be
collected during the first discharge that occurs each quarter. A DMR will be
submitted indicating "no discharge" if none occurred during the quarter. Visual
monitoring of the discharge and any visual impact on the wetlands or surface
waters will be noted at the time of sample collection.

Willis Neck Mine Inspection Log
Date
Activity
Compliance
Signature
Follow-up
(Yes/No)
Action
Stormwater
Capture
Discharge
Inspection
Stormwater
_
Capture
Discharge
j.
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Control
Discharge
Inspection
Instructions:
Complete the required inspection monthly
Sign and date the form (two lines should be completed on each date)
List any corrective action in the follow-up column
Additional pages may be attached as needed to document corrective action.

Operation and Maintenance Plan
and
Best Management Practices Plan
Prepared for:
Robert Jones Mine,
Willis Neck Site
July 2008

Compliance with Part H Section A: Requirements to Construct New or Expanding
Treatment Facilities. Should the proposed mine utilize a process recycle wastewater
system, an Authorization to Construct will he necessary. The permittee must meet the
requirements for operation o f this treatment facility per Part H Section B.
No construction of new or expanded treatment facilities is planned as the sand
mining pit is expanded. This portion of the plan is therefore considered to be in
compliance.
Compliance with Part M.- Monitoring, Controls, and Limitations for Permitted
Discharges. Section A of Part 111 requires the permittee to develop and implement a
stormwater Best Management Practices (BMPs) Plan.
Two BMP's are used at the Willis Neck sand mine.
First, all stormwater drainage is directed to an existing sand pit. As documented
in the application for the C of C for the site, the existing pit normally operates to
minimize overflows of stormwater to the surface waters. When overflows do
occur, the flow is dispersed into the buffer area, so that turbidity and sediment
are minimal.
The other BMP is the use of broad vegetative buffers around the mining
operation. As documented in the application for the C of C for the site, the buffer
ranges from approximately 100 feet to over 200 feet in width. This, along with
the highly permeable soils on the site, effectively prevents direct discharges of
stormwater to the surface waters and provides adequate protection of water
quality.
There is no vehicle maintenance done on the site, and no fuel or other petroleum
materials stored in tanks on site, so the need for BMPs' and/or good
housekeeping practices for these activities are not triggered.
Required Operation and Maintenance for the BMP's is simple and is discussed
below.
Compliance with Section C fart HI 1. Through b.: Effluent Limitations and
Monitoring Requirements for Mine Dewatering Wastewater and Process
Wastewater. This section of the permit requires permittees to provide an Operation and
Monitoring Plan.
The wetlands delineation and site plan required for compliance with this section
were submitted with the application for the C of C for the site, and are
incorporated by reference.

As documented in the application for the C of C for the site, any discharge from
the facility will be made up of stormwater and pit dewatering flow from the new
sand pit. The overflow, should it occur, will be through an area approximately 30
feet wide and lined with rip rap into the undisturbed buffer area north of the
existing pit. The rip rap is intended to prevent the development of an erosion
channel and a point source discharge to the wetlands in the event of an overflow.
The discharge will be from the rip rap area by sheet flow through the buffer for
more than 50 feet prior to reaching the wetlands as required by the mining
permit. The C of C limits the discharge to less than 100,000 gpd in order to avoid
the requirement for a groundwater withdrawal permit. In the event of an overflow
from the existing pit, Mr. Jones will manage the pumping of pit dewatering water
from the new pit, limiting the overflow volume and duration.
Because the stormwater from the site will be routed to the existing sand pit, that
pit was evaluated as a stormwater control structure. The pit has the approximate
dimensions of 220 feet by 600 feet and a depth of approximately 35 feet. The
resulting volume is approximately 34.5 million gallons. While the sand pit is not
designed specifically as a wet detention pond, the large volume and the ratio of
the surface area to the surface area of the site indicate more than adequate
settling time for any stormwater that is discharged from it. Operation and
maintenance of the BMP will be a monthly inspection of the perimeter of the
active (disturbed) area to verify that all rainfall runoff is routed to the pit. A form
to be used for this purpose is attached. Corrective actions, if required, will be
documented as well.
As documented in the application for the C of C for the site, any overflow from
the pit, should it occur, will be through an area approximately 30 feet wide and
lined with rip rap into the undisturbed buffer area north of the existing pit. The rip
rap is intended to prevent the development of an erosion channel and a point
source discharge to the wetlands in the event of an overflow. The discharge will
be from the rip rap area by sheet flow through the buffer for more than 50 feet
prior to reaching the wetlands. Operation and maintenance of the discharge
point will involve monthly inspections to visually verify that no erosion channel is
forming, that any flow through the buffer to the wetland boundary is dispersed as
intended, and that there is no visible sediment accumulating in the buffer or
reaching the wetland boundary. The attached form has space to document these
observations. Corrective action if issues are observed will be documented as
well.
The permit requires calculation of a radius of influence for mines that operate
dewatering systems, if there are surface waters in close proximity to the mine
that could potentially be impacted. Because of the maximum amount of
dewatering that could occur at the Willis Neck mine, it was determined that there
was no potential to impact the nearest surface waters, so no radius of influence
was calculated. Seasonal variations in water table relative to wetlands have not

been monitored and no water level monitoring wells were installed for the same
reason.
Monitoring required by the permit will be conducted on samples collected
quarterly if there was any discharge during that quarter and will be reported on
the DMR form provided by the Division of Water Quality. Samples will be
collected during the first discharge that occurs each quarter. A DMR will be
submitted indicating "no discharge" if none occurred during the quarter. Visual
monitoring of the discharge and any visual impact on the wetlands or surface
waters will be noted at the time of sample collection.

Willis Neck Mine Inspection Log
Date
Activity
Compliance
Signature
Follow-up
(Yes/No)
Action
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Capture
Discharge
Inspection
Stormwater
Control
Discharge
Inspection
Instructions:
Complete the required inspection monthly
Sign and date the form (two lines should be completed on each date)
List any corrective action in the follow-up column
Additional pages may be attached as needed to document corrective action.